a d d e n d u m n o . 2maintain north-most edge of frame cw04 at exterior wall of room a121 -...

A D D E N D U M N O . 2

WINSOR POLICE FACILITY

ADDITIONS AND RENOVATIONS –

110 ADDISON ROAD

WINDSOR, CT 06095

KBA #18009.00

Date: July 26, 2019

Page: 1 of 8

CONNECTICUT OFFICE 416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

V: (860) 229-0361 | F: (860) 229-5303

MASSACHUSETTS OFFICE

16 Chestnut Street, Suite 301, Foxborough, MA 02035V: (508) 549-9906 | F: (508) 549-9907

The following changes to the Project Manual shall become a part of the Drawings, Specifications, Bidding Requirements and Contract

Documents; superseding previously issued Drawings, Specifications, Bidding Requirements, Contract Documents and Addenda, to the extent

modified by this Addendum.

CLARIFICATION

Sealed bids for the General Contract have been extended to MONDAY, AUGUST 5,

2019.

CHANGES TO SPECIFICATIONS

BIDDING AND CONTRACT DOCUMENTS

Invitation to Bid

Sealed bids for the General Contract will be received until 2:00 p.m. on MONDAY, AUGUST 5, 2019.

Last day to receive Request for Information (RFI) is NOON on TUESDAY, JULY 30, 2018.

The following changes to the Project Manual shall become a part of the Drawings, Specifications, Bidding Requirements and Contract

Documents; superseding previously issued Drawings, Specifications, Bidding Requirements, Contract Documents and Addenda, to the extent

modified by this Addendum.

ADD SPECIFICATION SECTIONS

DIVISION 08 – OPENINGS

Add revised Section 08 44 13 – “Glazed Aluminum Curtain Walls”

DIVISION 10 – SPECIALTIES

Add revised Section 10 51 13 – “Metal Lockers”

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

Add revised Section 28 50 00 – “Security Communication System”

REVISIONS TO SPECIFICATION SECTIONS

DIVISION 08 – OPENINGS

Section 08 06 00 – “Openings Schedule”

Provide the following:




110 ADDISON ROAD

WINDSOR, CT 06095

KBA #18009.00

Date: July 26, 2019

Page: 2 of 8


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1. Add Hardware Heading 443 to Opening A114A

2. See Revised Hardware Heading 422 and Heading 711 below.

Hardware Heading No. 711

A220 Corridor A114 To Fitness Room A220 RH/LH

Qty Active Active/Inactive Height Thick Door Mat. / Type Frame Mat. / Type Sill

2 3' - 0" 3' - 0" 7' - 0" 1 3/4" WD-6 HMF-6 T-2

6 Hinge, Ball Bearing BB1279 - 4.5 x 4.5 - US26D Hager

2 Push Plate 70C - 4" x 16" - US32D Rockwood

2 Pull Plate BF-107 - 70C - 4" x 16" - US32D Rockwood

2 Closer, Overhead Parallel Arm CLP-7500 - 689 ( HD / Stop Arm to 90 Degrees ) ( Norton

Install "PUSH" Side )

2 Kick Plate K1050 - 16" x 34" - 18 ga. - US32D Rockwood

2 Silencer, HM Dr. Frame 608 - Gray Rockwood

3. Add Hardware Heading 422


A126 Passage A127 From Storage, A/V A126 RHR-ACT


2 2' - 0" 2' - 0" 7' - 0" 1 3/4" WD-1 HMF-1 T-2

6 Hinge, Ball Bearing BB1279 - 4.5 x 4.5 - US26D - NRP Hager

1 Lockset, Storeroom/Closet ML2057 - NSA - 626 - M17 Corbin-Russwin

1 Bolts, Flush - Automatic 2942 - US26D (Top and Bottom Set) Rockwood

1 Dust Proof Strike 570 - US26D Rockwood

2 Stop, Overhead - Surf. 9ADJ-136 - Stop Only - (24" - 28" Door) - 689 Rixson

1 Astragal, Overlapping 357SP x 84" (Apply to inside face of LHR In-Active Pemko


4. Change Note See Section 083133 to 083113

DIVISION 09 – FINISHES

Section 09 51 13 – “Acoustical Panel Ceiling”

Revise Paragraph 2.3 B,3 to read as follows:

Change: Ceiling Type C-8 to Ceiling Type C-7.

Section 09 54 23 – “Linear Metal Ceiling”

Revise Paragraph 2.1 A, 1 as follows:

Change: Basis-of-Design Product (C-9) to Basis-of-Design Product (C-8).




110 ADDISON ROAD

WINDSOR, CT 06095

KBA #18009.00

Date: July 26, 2019

Page: 3 of 8


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DIVISION 12 – FURNISHINGS

Division 12 24 13 – “Roller Window Shades”

Remove Section 2.3 Motor-Operated, Double Roller Shades.

DIVISION 32 – EXTERIOR IMPROVEMENTS

Specification Section 32 00 00 “Exterior Improvements”, Paragraph 2.1, B

Delete current paragraph 2.1, B:

B. Accessories shall include a cast aluminum, revolving, single pulley truck, gold anodized 14

gauge aluminum ball, one set of #10, 5/16” diameter diamond braid nylon rope with two brass,

swivel-type snap hooks, one 9” cast aluminum cleat and a spun aluminum collar, with finish to

match pole.

Replace Paragraph 2.1, B with the following:

B. Pole shall contain an internal halyard system, with cast aluminum hood and internal revolving

truck, 7x19 construction stainless steel aircraft cable, neoprene ball (block), stainless steel snap

hooks, solid neoprene ball retaining loop with aircraft cable core, internal winch and removable

handle.

CHANGES TO DRAWINGS

C2.01 – DRAINAGE & UTILITIE PLAN

At south-west corner of building delete note: “Replace existing 4 inch concrete encased sanitary with 6” PVC.”

Add note to drawing at south-west corner of building: “Remove and replace existing 4 inch cast iron sanitary pipe with 6

inch PVC pipe”. The top of the 4 inch line is approximately 4 feet down and it is not encased in concrete.

Remove the following note as issued in Addendum No. 1: “Contractor shall note that the 4” dia. sanitary line indicated on the

Civil drawing C2.01 to be removed is encased in approximately 18”x18” of concrete along the length of the line. The line is

approximately 2’ down as it exits the building. The contractor shall remove the line in its entirety as indicated on the civil

drawings and as required to implement proposed improvements.”

L6.01 – SITE DETAILS

Details 9/L6.01 and 10/L6.01: Provide 5/8” diameter x 24” long dowel connection @ 12” O.C. between frost wall and adjacent

concrete slabs.

L6.04 - SITE DETAILS

Detail 4/L6.04 – Provide 5/8” diameter x 24” long dowel connection @ 12” O.C. between new concrete ramp and adjacent

existing foundation and new retaining wall.




110 ADDISON ROAD

WINDSOR, CT 06095

KBA #18009.00

Date: July 26, 2019

Page: 4 of 8


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S0.01 – TYPICAL DETAILS

“Snow Build-up Table” is revised as shown on sketch “SSK-7”

S1.01 – FOUNDATION PLAN

Revise Plan Note 17 to read as follows:

17. … on min. 10" layer of 3/4" stone on 12" layer of compacted structural fill.

Add Plan Notes 19 and 20 to read as follows:

19. Provide 8" deep x 18" wide slab haunch reinforced w/ (4)-#5 bottom for support of precast support

ribs beneath bottom of oil tank. G.C. to coordinate exact locations with oil tank supplier.

20. Provide new 14" thick raised concrete pad reinforced w/ 6x6-W2.9xW2.9 W.W.F. on top of new 4"

concrete slab. Provide continuous bond breaker at face of new CMU walls. See architectural drawings

for additional requirements and dimensions.

See sketch “SSK-6” for slab additions at room “A191”

S1.01A – CARPORT FOUNDATION AND ROOF FRAMING PLANS

At Carport Roof Framing Plan

Add Plan Note 17 to read as follows:

8. All structural steel to conform to the requirements of AISC AESS 1 for architecturally exposed steel.

CARPORT FOUNDATION PLAN PIER ELEVATION SHALL BE:

o @ COLUMN GRID 10 – T.P.E. = 177.25’

o @ COLUMN GRID 11 – T.P.E. = 177.25’

o @ COLUMN GRID 12 – T.P.E. = 176.93’

o @ COLUMN GRID 13 – T.P.E. = 176.50’

o @ COLUMN GRID 14 – T.P.E. = 176.25’

o AT CARPORT FOUNDATION PLAN REVISE NOTE #3 TO READ – “T.P.E. INDICATES TOP OF

PIER ELEVATION. MAINTAIN MINIMUM HEIGHT OF 0’-6” A.F.F. COORDINATE WITH SITE

CONTRACTOR.”

S2.01 – ROOF FRAMING PLAN

Sketches “SSK-2” & SSK-3” are revised and reissued.

S3.01 – STRUCTURAL BRACING ELEVATIONS & COLUMN TABLE

Delete sections “S2/S3.01” and “S4/S3.01”.

Section “S1/S3.01” is referenced at the bottom of new columns at “B-4” brace elevation.

Note” All brace elevations are to have gusset plate at the underside of steel beams similar to section “S3/S3.01.

Column Table is revised as shown on Sketch “SSK-5”.

S4.02 – STRUCTURAL SECTIONS

Section R10/S4.02 is added as shown on Sketch “SSK-8”




110 ADDISON ROAD

WINDSOR, CT 06095

KBA #18009.00

Date: July 26, 2019

Page: 5 of 8


V: (860) 229-0361 | F: (860) 229-5303



S3.02 – CARPORT SECTIONS

Section at Typical Carport Frame change “AVG. GRADE AT CARPORT” from 174’-6” to 176’-6”.

Section at Typical Carport Frame change “TOP OF STEEL – CARPORT” from 186’-6” to 188’-6”.

D1.02 – ROOF DEMOLITION PLAN

Roof Plan Demo 1/D1.02: change keynote for “EEF” at north-west corner of police facility side, from R15 to R19.

D1.03 – ALTERNATE #1 ROOF DEMOLITION PLAN

Demolition Keynote Legend: revise keynote R12 to read “REMOVE EXISTING GUTTER, DOWNSPOUT, AND

ASSOCIATED CLEATS, FLASHING, BLOCKING, AND SEALANTS.”

A1.01 - MAIN LEVEL FLOOR PLAN

Maintain North-most edge of frame CW04 at exterior wall of Room A121 - Training/EOC/Mtg. Adjust openings and frame

locations as required for frame CW04 and frames CW05.

Frames CW04 and CW05 shall have detail SKA2.01 – Jamb Detail at Metal Stud at intermediate jambs between frames.

Add detail 46/A7.02 at exterior wall junction and rated interior wall between room A199 Laundry and room A202 Impound.

A3.02 – ALTERNATE #1 ROOF PLAN

Replace all callouts for distribution boxes (noted as “D.B.”) with PVC clad metal pitch pockets with pourable sealant.

A3.03 – ALTERNATE #5 COVERED PARKING STRUCTUTE ROOF PLAN

Add Note: See Structural Drawings for overall dimensions.

A3.05 – ROOF DETAIL II

Detail 27/A3.05: Exterior face of roof framing to be 2’-0” from adjacent column grid.

A3.06 - ROOF DETAIL III

Detail 39/A3.06: Refer to Structural drawing R8/S4.02 for steel members and connections.

A4.03 – LARGE SCALE DETENTION AREA

Detail 1/A4.03: Remove note “HOSE BIBB” from room A205.

Detail 1/A4.03: At room A213, change note for access door size from 24” x 48” to 24” x 40”.

Detail 2/A4.03: Replace note “56” H CMU LOW WALL W/ SOLID SURFACE. SEE DETAIL 21/A9.03” with “56” H

CMU LOW WALL W/ BULLNOSED CMU TOP COURSE”.

Detail 2/A4.03: Change stair tread depth from 12” to 11”. Maintain bottom riser location.

A7.01 – PLAN DETAILS 1

Detail 6/A7.01: Add gypsum board sheathing on interior face of 8” metal stud wall construction.

Detail 39/A7.01, Detail 40/A7.01, and Detail 41/A7.01: Replace note “ 3” Z-GIRTS W/ ½” MIN. REVEALS” with “ 3” Z-

GIRTS”




110 ADDISON ROAD

WINDSOR, CT 06095

KBA #18009.00

Date: July 26, 2019

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A8.01 – DOOR FRAME AND OPENING ELEVATIONS

For frame “HMF-7”, change overall height from 7’-4” to 7’-2”.

Curtainwall frames CW01, CW02, and CW03 to be 2-1/2” width by 7-1/2” depth.

Curtainwall frames CW04, CW05, and CW06 to be 2-1/2” width by 5” depth.

Curtainwall frame CW04 shall be 3’-5” wide. Maintain the 3’-0” door opening. Frames CW04 and CW05 shall have detail

SKA2.01 – Jamb Detail at Metal Stud at intermediate jambs between frames.

A8.04 – FRAME AND OPENING DETAILS III

Curtainwall frames CW01, CW02, and CW03 to be 2-1/2” width by 7-1/2” depth.

Curtainwall frames CW04, CW05, and CW06 to be 2-1/2” width by 5” depth.

Attach the following: SKA2.01 – Jamb Detail at Metal Stud

A9.01 - TYPICAL DETENTION AREA DETAILS

Detail 1/A9.01 – Change access door note from 24” x 48” to 24” x 40”

Detail 14/A9.01: Add note “WALL MOUNTED CUFF RAIL TO BE 36” A.F.F. U.O.N.”

A9.03 - Miscellaneous Details II

Detail 22/A9.03: Add note “PROVIDE 4” DEEP BY 1” THICK EPOXY RESIN COUNTERTOP APRON TO NON-RAISED

SIDE. COUNTERTOP TO OVERHANG ½” FROM APRON.

A9.04 – Miscellaneous Details III

Detail 13/A9.04: Change dimension string (10”, 7’-8”) to (10”, 7’-10”).

A9.06 – SIGNAGE DETAILS

Detail 10/A9.06: Replace text “MAYOR DONALD S. TRINKS” with “TOWN MANAGER PETER SOUZA”.

FP1.00 – Overall Fire Protection Plan

Clarification: Note in Area B, under Alternate #6 near interior ramp to basement are reads, 24U & 2 HS OH-1.” To clarify,

the “2HS” implies two horizontal sidewall sprinklers needed in this area.

FP2.01 – FIRE PROTECTION DETAILS

Change: Change note in Detail 1 – Fire Protection Riser to read, “Existing Fire Department Connection To Remain.” The

requirement to relocate the FDC has been eliminated.

P1.01 – Underground Plumbing Plan

Change: In Detention Area near Passage A189, change the location of the sink in the area to across the Passage. Coordinate

the location with Architectural Plans. (Applies to Drawings P1.02 and P1.03 also.)

P1.04 – ROOF PLUMBING PLAN

Clarification: Along column line F, delete two (2) roof drains tagged “ORD.”

E1.02 – Lighting Plan

Change: Change made to emergency inverter feeding (4) BB and (2) P fixtures. Inverter shall be DUAL LITE #LG250SI

RTSLP. 250VA 220W SURFACE MOUNT SELF TESTING/ DIAGNOSTICS WITH REMOTE TEST SWITCH. Mount




110 ADDISON ROAD

WINDSOR, CT 06095

KBA #18009.00

Date: July 26, 2019

Page: 7 of 8


V: (860) 229-0361 | F: (860) 229-5303



above lobby (room A102) drop ceiling and mount remote test switch on wall at 7’ AFF. Coordinate with Architect for exact

location of test switch and inverter.

E1.05 – FIRE ALARM PLAN AREA A

Detail 2/E1.05 – Description for symbol CO to read “CEILING MOUNTED DETECTOR”.

E3.01 – Power Riser Diagram

Change: Change new COPS Main Disconnect CMD1 from a 200A fused disconnect to a 100A fused disconnect.

E3.02 – Electrical Schedules

Change: BB light fixture shall be PRESCOLITE LTR-65QD-H-ML30L-DM1-LTR-65Q-T-ML35K9XWSSWCWT. This

fixture has been changed from a round downlight to a square downlight.

MEP Site Utility Plans SU1.01 & SU2.02:

Clarifications: These two drawings have been rearranged for Town P&Z purposes. No appreciable change in information

but rather a rearrangement of viewports and information. The north side conduit run for the town fiber connection to the cell

tower under Alternate 7 is better clarified. These revised drawings are submitted with this Addendum.

MEP Site Utility Plans SU1.01:

Add: Add one (1) Type CC light fixture in the landscape wall in front of the building. This revised drawing is submitted with

this Addendum.

SE-000 – SECURITY DEVIC E SYSTEM COVER

Attach the following: SKSE 003 – Processing and Temp Holding

SE-101 – SECURITY PLAN – MAIN LEVEL – A1

Change reference to sheet “11.01 DETAIL 9” to “A10.03 DETAIL 39”.

SE-103 – SECURITY PLAN – MAIN LEVEL – A3


SE-201 – SECURITY DEVIC E SCHEDULE


SE-301 – SECURITY DEVIC E RISER


SE-302 – SECURITY DEVIC E RISER


SE-402 – SECURITY DEVIC E TYPICAL






110 ADDISON ROAD

WINDSOR, CT 06095

KBA #18009.00

Date: July 26, 2019

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ATTACHMENTS

Sketches:

SKA2.01 – Jamb Detail at Metal Stud

SSK-2 – Partial Roof Framing Plan at Room A121

SSK-3 – Ext. Wall Elevation – Room A121

SSK-4 – Generator & Oil Tank Foundation

SSK-5 – Revised Column Schedule

SSK-6 – Partial Foundation Plan-Room A191

SSK-7 - Revised Snow Build-Up

SSK-8 – Added Section “R10/S4.02”

SKSE 001 – Processing and Temp Holding

SKSE 002 - Processing and Temp Holding



Bid Questions and Responses:

RFI #010, RFI #011, RFI #012, RFI #013, RFI #014, RFI #015, RFI #016, RFI #017.

Drawings:

Attached Drawing SU1.01 “MEP Utilities Plan”

Attached Drawing SU2.02 – “MEP Site Utilities Details”

Specifications:

Attached Section 08 44 13 – “Glazed Aluminum Curtain Walls”

Attached Section 10 51 13 – “Metal Lockers”

Attached Section 28 50 00 – “Security Communication System”

ALUM. CURTAIN WALL SYSTEM.

SOLID SURFACE STOOL W/ ARPON AS OCCURS, SEE DETAIL

1"

5"

2 1/2".

MTL. STUD WALL CONST., SEE A1.00 DWGS FOR TYPE & LOCATION (TYP.)

SPRAY FOAM INSULATION

5/8" GYP. BD. ON 6" MTL. STUD

1 1/2" MTL. STUD CHANNEL

J-TRIM RETURN

CONT. BACKER ROD & SEALANT AT ENTIRE PERIMETER BOTH SIDES

CONT. LOW-EXPANSION SPRAY-IN FOAM INSUL./SEALANT -INSTALL BETWEEN ALL SEALANT INSTALLATION

SHIM AS REQUIRED

/3 A9.05

MASONRY ANCHOR, TYP.

5/8" EXT. GRADE SHEATHING, TYP.

4" FACE BRICK VENEER

BATT INSULATION, TYP.

416 Slater Road, P.O. Box 2590New Britain, CT 06050-2590

16 Chestnut Street, Suite 301Foxborough, MA 02035

Email: [email protected] Web: www.kba-architects.com

PROJECT NO.:

DRAWN BY:DRAWING NO.:

TITLE:

DATE:

THIS SKETCH TOBE READ INCONJUNCTIONWITH THECONTRACTDOCUMENTS

SKETCH GENERATED FOR:

ADDENDUM R.R.F.I. A.S.I. P.R. C.C.D.

REFERENCE DETAIL/SHEET:

SCALE:

CONSULTANT: PROJECT:

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1 1/2" = 1'-0" SKA2.01L.G.G.

18009.01

ADDITIONS &RENOVATIONS

WINDSOR POLICEFACILITY

JAMB DETAIL @ METAL STUD

110 ADDISON ROADWINDSOR, CT 06095

07/25/19

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Additional offices located in Massachusetts and Rhode Island


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1/8" = 1'-0" SSK-2

ARC

18009.01



PARTIAL ROOF FRAMING PLAN AT ROOM

A121


07/19/19

SCALE: 1/8" = 1'-0"

PARTIAL ROOF FRAMING PLAN - ROOM A121

S2.01

REVISED 7/26/19

F

TOP OF EXISTINGSLAB ELEV.

179' - 0"

T.O. STEEL (MainRoof)

195' - 0"

SEE ARCH'L DWGS - FIELD VERIFY

NEW M.O.

16' - 8" ±

SE

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"

DRILL & EPOXY MATCHING

DOWELS INTO TOP OF

EXIST'G CONC. WALL

TYPICAL

PROVIDE MIN. 16" GROUTED,

FULL HGT. PILASTER AT JAMBS

REINF. W/ (2)-#5 TYPICAL

NOTE: SHORE EXISTING MASONRY &

ROOF CONSTRUCTION AS REQUIRED

TO INSTALL NEW GROUTED

REINFORCEMENT

PROVIDE BEARING PLATE

3/4"x8"x0'-9" W/ (2)-1/2"⌀

x 6" LONG HEADED STUDS

GROUTED SOLID TYP.

FIELD WELD BEAM

ENDS TO BEARING

PLATE TYP.

W8x21

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ARC

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EXT. WALL ELEVATION - ROOM A121


07/19/19

E4

S2.02

ELEVATION "E4"SCALE: 3/8" = 1'-0"

S2.02

REVISED 7/26/19

TYP.

FROST WALL ELEV.F3Varies

B.F.E. 171.50'

T.W.E. 177.82'

F1

S0.02

FUEL TANK PAD - SEE

DRAWING S0.02 FOR TYPICAL

DETAIL

GENERATOR PAD - SEE

DRAWING S0.02 FOR TYPICAL

DETAIL SEE NOTE #19

ELEV.F3Varies

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ARC

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GENERATOR & OIL TANK FOUNDATION

PLAN


07/26/19

SCALE: 1/8" = 1'-0"

FOUNDATION PLAN - GENERATOR/OIL TANK

S1.01

COLUMN

NUMBER

COLUMN

SIZEBASE PLATE

DIM'N BELOW

EX. SLAB ELEV.CAP PLATE

1 HSS 5x5x0.375 12" x 3/4" x12" -6 3/4" 12" x 3/4" x12"

2 HSS 5x5x0.375 13" x 3/4" x13" -6 3/4" 13" x 3/4" x13"

3 HSS 5x5x0.375 13" x 3/4" x13" -6 3/4" 12" x 3/4" x12"

4 HSS 5x5x0.375 12" x 3/4" x12" -6 3/4" 12" x 3/4" x12"

5 HSS 5x5x0.375 12" x 3/4" x12" -6 3/4"

6 HSS 5x5x0.375 -6 3/4"

7 HSS 5x5x0.375 13" x 3/4" x13" -6 3/4" W.C.

8 HSS 6x6x0.375 14" x 3/4" x14" -6 3/4" 6" x 3/4" x6"

9

10

HSS 5x5x0.375 12" x 3/4" x12" -6 3/4" 6" x 3/4" x11"

11

12

13

14

COLUMN TABLE

HSS 6x6x0.375 14" x 3/4" x14" -6 3/4" 6" x 3/4" x6"

HSS 6x6x0.375 14" x 3/4" x14" -6 3/4" 6" x 3/4" x6"

HSS 6x6x0.375 14" x 3/4" x14" -6 3/4" 6" x 3/4" x6"

HSS 6x6x0.375 14" x 3/4" x14" -6 3/4" 6" x 3/4" x6"

HSS 6x6x0.375 14" x 3/4" x14" -6 3/4" 6" x 3/4" x6"

13" x 3/4" x13" W.C.

6" x 3/4" x11"

ANCHOR

BOLTS

3/4"⌀

1"⌀

1"⌀

3/4"⌀

3/4"⌀

3/4"⌀

1"⌀

3/4"⌀

3/4"⌀

3/4"⌀

3/4"⌀

3/4"⌀

3/4"⌀

3/4"⌀

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ARC

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REVISED COLUMN TABLE


07/26/19

S3.01

7

7

8

8

9

"SW

-9"

"SW-7"

JJ

ELEVATION

(MATCH EXISTING)

F1179' - 0"

ELEVATION

(MATCH EXISTING)

F1179' - 0"

SEE

NOTE #10

SEE

NOTE #10

ELEV.F2Varies

TYP.

FROST WALL

SEE NOTES #9 & #10

SEE ARCH'L DWGS

NEW MASONRY OPENING

F-5.0E.B.F.E. 177.00'±

F-5.0E.B.F.E. 177.00'±

E.B.F.E. 174.00'±

E.T.W.E. 179.00'±

E.B

.F.E

. 1

72

.00

'±

E.T

.W.E

. 1

79

.00

'±

ELEV.F3Varies

TYP.

FROST WALL

F3

S4.01

F3

S4.01

SEE

NOTE #20

PROJECT NO.:


TITLE:

DATE:





SCALE:


2018 ©

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Ph: 860-229-0361 F: 860-229-5303

1/8" = 1'-0" SSK-6

Author

18009.01



PARTIAL FOUNDATION PLAN - ROOM

"A191"


07/26/19

SCALE: 1/8" = 1'-0"

PARTIAL FOUNDATION PLAN - ROOM "A191"

S1.01

TOP OF SLAB

ELEV. 180'-2"

SNOW BUILD-UP TABLEMAIN ROOF

GRID

WINDWARD

NOTES:

1. VALUES IN THE CHART ARE BASED ON ASCE7-10 USING SNOW PARAMETERS LISTED IN THE DESIGN DATA.

2. SNOW DENSITY " " = 18.6 PSF (ASCE 7-10, 7.7-1).

3. VALUES SHOWN ARE CALCULATED IN ACCORDANCE WITH 7.7 OF ASCE 7-10.

LOCATION Lu(FT.)

hd(FT.)

Pd(PSF)

hd + hb(FT.)

Pmax(PSF)

Wd=4hd

(FT.)Lu(FT.)

0.75hd(FT.)

Pd(PSF)

hd + hb(FT.)

Pmax(PSF)

Wd=4hd

(FT.)

LEEWARD

H(FT.)

hb

hd

WdH

E to F 112 71.8 5.23 98.7 15.53.84.5 12 --- --- --- --- --- ---

g

Lu

LOW ROOF

HIGH ROOF

PROJECT NO.:


TITLE:

DATE:





SCALE:


2018 ©

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Ph: 860-229-0361 F: 860-229-5303

1/2" = 1'-0" SSK-7

ARC

18009.01



REVISED SNOW BUILD-UP


07/26/19

S0.01

1

T.O. STEEL (MainRoof)

195' - 0"

5 1/4"

7 5/8"

PROVIDE BEARING PLATE

3/4"x8"x0'-9" W/ (2)-1/2"⌀

x 6" LONG HEADED STUDS

GROUTED SOLID TYP.

FIELD WELD BEAM TO

BEARING PLATE TYP.

SHORE ROOF CONST. AS

REQ'D TO REMOVE EXIST'G

WALL AND EXIST'G ANCHOR

PLATE TYP.

EXIST'G METAL ROOF

DECKTO REMAIN TYP.

NOTE: ALL EXISTING ROOF DECK

WITHIN 10' OF ROOF EDGE OR

ROOF TRANSITION SHALL BE FIELD

WELDED TO SUPPORTS W/ 5/8"

DIA. PUDDLE WELDS SPACED AT 6"

O.C. TO EXIST'G SUPPORTSSEE ARCH'L DWGS FOR

ROOFING, INSUL., FLASHING

ETC. TYP.

C OF BEAM9"

EXIST'G ROOF JOIST

TO REMAIN TYP.

SLOPES

PROVIDE MIN. 16" GROUTED,

FULL HGT. PILASTER AT JAMBS

REINF. W/ (2)-#5 TYPICAL

PROJECT NO.:


TITLE:

DATE:





SCALE:


2018 ©

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3/4" = 1'-0" SSK-8ARC

18009.01



ADDED SECTION "R10/S4.02"


07/26/19

R10

S4.02

SECTIONSCALE: 3/4" = 1'-0"

S4.02

W

PH400 S1009

W

PH400 S1010

W

PH400 S1010

W

PH403D S1011

W

PH403D S1011

F

MOH400 S1009

R

BH400 S1010

F

EHH400 S1010

W

IH400 S1010

R

BH403D S1011

F

LCH403D S1011

D

DH74D S1100

C

360HS116338D 18

VCC

BOHS117711D 32

F

EHH219 S1219

PROCESSINGA191

TEMP. HOLDA207

A191

CORRIDORA208

A207AA207BA210A

A206A

W

AH687D S1247

W

MH689D S1248

1


Ph: 860-229-0361 F: 860-229-5303

325 Foxborough Boulevard, Suite 100Foxborough, MA 02035

Ph: 508-549-9906 F: 508-549-9907

Email: [email protected] Web: www.kba-architects.com PROJECT NO.:


TITLE:

DATE:



ADDENDUM

R.R.F.I. A.S.I. P.R. C.C.D.


SCALE:


17 ACCORD PARK DRIVE, SUITE 201NORWELL, MA 02061

Ph: 781-871-6555F: 781-871-5855

Web: www.ghtechmark.com

1/4" = 1'-0"SKSE-001

TJP

18009.01


WINDSOR POLICEFACILITY PROCESSING & TEMP. HOLD

110 ADDISON ROADWINDOR, CT 06095

07/24/19

1/4" = 1'-0"1 PROCESSING & TEMP. HOLD

SE-103

TO S1000Y

S1248

W

MH

S1247

W

AH

1P61P6

S1000Y

S1248

M

PROCESSING

PROCESSINGA191

S1000Y

S1247

A

TEMP. HOLD

TEMP. HOLDA207

PRIMARYROUTING PATH


Ph: 860-229-0361 F: 860-229-5303


Ph: 508-549-9906 F: 508-549-9907



TITLE:

DATE:



ADDENDUM



SCALE:



Ph: 781-871-6555F: 781-871-5855


As indicatedSKSE-002

TJP

18009.01




07/24/19

SE-201, SE-301, SE-302

NTS1 PROCESSING & TEMP. HOLD RISER

NTS2

PROCESSING & TEMP. HOLD INTERCOMRISER

SECURITY DEVICE SCHEDULE - PROCESSING & TEMP. HOLD

GlobalDeviceNumber

WireLabel

Drawing# Section Room Name

RoomNumber Description Mount Technology Connectivity

Typical# Req. Cable

TerminationPoint

PowerReq. Comments

S1247 S12471 SE-103 AREA A3 TEMP. HOLD A207 AUDIO W A H 687D 1P6-CAT6A S1000Y N/A ELECTRICAL CONTRACTOR COORDINATIONS1248 S12481 SE-103 AREA A3 PROCESSING A191 INTERCOM W M H 689D 1P6-CAT6A S1000Y N/A ELECTRICAL CONTRACTOR COORDINATION

INSTALLATION GUIDELINE #687DWALL MOUNTED INTERCOM

687D

INTERCOM,SURFACE MOUNTED

ON THEPRISONER SIDE

4' A.F.F.

DOUBLE GANG BOX AND TRIMRING MOUNTED FLUSH WITH

WALL ON PRISONER SIDE,CABLE PULLED INTO THIS

LOCATION FROM ABOVESECURED CEILING

CEILING

1P6 IN 3/4" (21mm) FLEX OR EMT FROMSECURE CEILING TO CABLE TRAY.HOME RUN TO SPECIFIEDCLOSET.

SECURE CEILING UNSECURE CEILING

1P6 IN 3/4" (21mm) FLEX OR EMT CONDUITABOVE SECURE CEILING. HOME RUN CONDUIT

TO UNSECURED CEILING LOCATION.


Ph: 860-229-0361 F: 860-229-5303


Ph: 508-549-9906 F: 508-549-9907



TITLE:

DATE:



ADDENDUM



SCALE:



Ph: 781-871-6555F: 781-871-5855


NTSSKSE-003

Author

18009.01




07/24/19

SE-000, SE-402

NTS1 PROCESSING & TEMP. HOLD TYPICAL 1

T: M - MASTER INTERCOM

TECHNOLOGY:

IX-RS

689DINSTALLATION GUIDELINE #689DWALL MOUNTED MASTER INTERCOM

INTERCOM,SURFACE MOUNTED

ON THESECURED SIDE

4' A.F.F.

DOUBLE GANG BOX AND TRIMRING MOUNTED FLUSH WITH

WALL ON SECURED SIDE,CABLE PULLED INTO THIS

LOCATION FROM ABOVESECURED CEILING

CEILING

1P6 IN 3/4" (21mm) FLEX OR EMT FROMSECURE CEILING TO CABLE TRAY.HOME RUN TO SPECIFIEDCLOSET.

SECURE CEILING UNSECURE CEILING

1P6 IN 3/4" (21mm) FLEX OR EMT CONDUITABOVE SECURE CEILING. HOME RUN CONDUIT

TO UNSECURED CEILING LOCATION.


Ph: 860-229-0361 F: 860-229-5303


Ph: 508-549-9906 F: 508-549-9907



TITLE:

DATE:



ADDENDUM



SCALE:



Ph: 781-871-6555F: 781-871-5855


NTSSKSE-004

Author

18009.01




07/25/19

SE-402

NTS1 PROCESSING & TEMP. HOLD TYPICAL 2

470 Governors Highway South Windsor, CT 06074

P. 860.282.7122 www.cssict.com

REQUEST FOR INFORMATION

Project: Additions and Renovations Windsor Police Facility Windsor, CT Re: 084413 – Glazed Aluminum Curtain Walls Good afternoon, In working on our proposal for this project, we have encountered a few inconsistencies regarding the Curtain Wall scope of work, that could use clarification to ensure the true intent is being achieved.

1) Per 084413-2.1A, the Basis of Design is EFCO’s Duracast XTherm System. Section 084413-2.3A notes that the Depth of the frame shall be no less than 6”, and the Face of the frame shall be no less than 2-1/2”. However, the details portrayed on sheet A8.04 show detailing for two different systems (2” x 5” and 2-1/2” x 7”). Neither of these are available profiles in the B.O.D. standard catalog. (Both the 5” and 7” deep systems come with a face width of 2-1/4”)

2) Per 084413-1.4C, the curtain walls are required to meet an Ultimate Design Wind Speed of 135mph under Exposure B. Frames “CW04, 05, and 06” have an overall height of 15’-6” and are detailed to have a 2” x 5” framing system. At this height, the system will not meet the specified wind load, even with a 2-1/4” face width and with steel in the verticals.

Could you please clarify the priority in design of the project? There are currently several conflicting criteria:

1) Structural Load vs specified system 2) Structural Load vs detailed systems 3) Specified systems vs detailed systems

Please advise. Thank you. Frank Alves Estimator

nsemyanko

Text Box

RFI 010

nsemyanko

Text Box

Response:

nsemyanko

Text Box

Name: Nicholas Semyanko

nsemyanko

Text Box

Date: July 26, 2019

nsemyanko

Text Box

See attached revised Section 08 44 13 – “Glazed Aluminum Curtain Walls” See changes on Drawings A8.01 and A8.04.

RFI 011

SARAZIN GENERAL CONTRACTORS, INC.

Jonathan Sygrove, Estimator / PM 6 Commerce Drive North Windham, CT 06256 T-(860)456-4576 F-(860)456-8937 AA/EOE

REQUEST FOR INFORMATION: 10 56 26 Mobile Storage Units

To: Nicholas Semyanko: [email protected] FROM: Raymond Galvin DATE: July 23, 2019 PROJECT: Additions & Renovations, Windsor Police Facility Question:

Good Morning Nick,

I have a few questions regarding the High Density Shelving for Windsor Police Station Project

1. The High Density Shelving is shown as being installed upon the existing slab. This will require a

concrete slab being poured between the rails by the General Contractor. Is that the intent?

2. The High Density Shelving specifications mention items which are not shown on the plans. Do

the specifications prevail or the drawings?

3. A Mechanical Safety Sweep is noted in the specifications for the High Density Shelving but not

on the drawings. Is it desired? It will change the aisle spacing away from that shown in the

drawings. Please Clarify.

Thank You,

Raymond Galvin

Response:

1. See Specifications Section 105626, 2.3, A.1.

2. See comments on Drawings in Addendum No. 2. Refer to Specifications and Drawings

for extent of work required.

3. See Specifications Section 105626, 2.3, F.1-5.

By: Nicholas Semyanko Date: July 23, 2019

RFI 012

An Affirmative Action/Equal Opportunity Employer

1 Ohio Avenue

Norwich, CT 06360

P - 860-823-1780

C - 860-625-2914

F - 860-885-1421

REQUEST FOR INFORMATION: 08 33 13 Coiling Counter

To: Nicholas Semyanko: [email protected] FROM: Raymond Galvin DATE: July 23, 2019 PROJECT: Additions & Renovations, Windsor Police Facility Question:

We have the following RFI from a door vendor:

What size and where in the drawings is the Fire Counter Shutter? There is a spec for it, but it's not on

the door schedule.

Please advise.

Thank you,

Jacob Gawendo

Response:

See Drawing A1.01 Main Level Floor Plan, Drawing A8.01 Door Frame and Opening Elevations and

Drawing A9.04 Miscellaneous Details III for locations and sizes of Transaction Windows, Fire Shutter and

Coiling Counter Door. Fire Shutter and Coiling Counter Door to be coordinated with Transaction Window

Sizes.


RFI 013

147 Hale Road P.O. Box 610 Manchester, CT 06045-0610 Telephone 860.644.2427 Facsimile 860.644.6505

AA/EOE

Orlando Annulliand Sons, Inc.

REQUEST FOR INFORMATION #3: WINDOW TREATMENT CLARIFICATION To: Nicholas Semyanko: [email protected] FROM: Jonathan Adams, Chief Estimator DATE: July 24, 2019 PROJECT: Additions & Renovations, Windsor Police Facility Question:

Specification Section: 12 24 13 Drawing(s): Varies

1. The spec calls for dual motorized but the shade schedule does not call out any dual motorized, nor am I finding anything noted anywhere in the power plans. Please clarify the shade requirements.

2. Spec calls for headboxes with 1” lip for both the single and dual shades, but 9 and

10 on A202 show single manual shades mounted inside jamb to jamb with fascia. Please clarify.

Response:

1. Motorized Shades are not required in this project. 2. See Roller Shade Location Schedule for single and double shades (after Section 12

24 13). By: Nicholas Semyanko Date: July 24, 2019

RFI 014



REQUEST FOR INFORMATION #5: Builders Risk

To: Nicholas Semyanko: [email protected]

FROM: Jennifer Brinkman

DATE: July 24, 2019 PROJECT: Additions & Renovations, Windsor Police Facility Question:

From: Jennifer Brinkman <[email protected]>

Sent: Friday, July 19, 2019 12:19 PM

To: '[email protected]' <[email protected]>

Subject: Windsor Police RFI

Can you please confirm if Builder’s Risk is required for Insurance coverage? This is typically

required for New construction.

Thank you

Jennifer Brinkman

Contract Compliance Office

Response:

Section 01 29 00 – Payment Procedures, 1.4, B. 4, c.:

Builder’s Risk is required for Insurance coverage. By: Nicholas Semyanko Date: July 24, 2019

RFI 015 KRONENBERGER & SONS RESTORATION, INC.

175 INDUSTRIAL PARK ROAD

MIDDLETOWN, CT 06457

860-894-1165 DIRECT

860-347-4600 OFFICE

860-343-0309 FAX WWW.KRONENBERGERSONS.COM Affirmative Action / Equal Opportunity Employer

REQUEST FOR INFORMATION #1: Ceiling Types

To: Nicholas Semyanko: [email protected] FROM: Jonathan Sygrove, Estimator DATE: July 25, 2019 PROJECT: Additions & Renovations, Windsor Police Facility Question:

Good morning Nicholas,

What is the correct ceiling type for lobby A102 and outside vestibule 101? They are labeled as

C-8 which is listed in the Acoustical Panel Ceiling Specifications as a Cirrus Second Look. What is

the correct ceiling type, should it be C-9 Metalworks?

Thanks, Thomas Loveless

Estimator

Response: Section 09 51 13 – “Acoustical Panel Ceiling”

Revise Paragraph 2.3 B,3 to read as follows:

Change: Ceiling Type C-8 to Ceiling Type C-7.

Section 09 54 23 – “Linear Metal Ceiling”

Revise Paragraph 2.1 A, 1 as follows:

Change: Basis-of-Design Product (C-9) to Basis-of-Design Product (C-8).


RFI 016 KRONENBERGER & SONS RESTORATION, INC.

175 INDUSTRIAL PARK ROAD

MIDDLETOWN, CT 06457

860-894-1165 DIRECT

860-347-4600 OFFICE

860-343-0309 FAX WWW.KRONENBERGERSONS.COM Affirmative Action / Equal Opportunity Employer

REQUEST FOR INFORMATION #2: Water Vapor Emission Control System


Nicholas,

In regards to Allowance No. 4, 15,000 sq. ft. of water vapor emission control system, spec section

033004 section 2.1.E.5 lists 3 different admixtures that can be used for this. Concrete admixtures

typically aren’t measured by the sq. ft. which leads me to believe that this allowance is implying a

surface applied system is to be applied after the concrete has cured. Please clarify what type of vapor

emission system is to be used, a concrete admixture or a surface applied coating?

Thanks, Thomas Loveless

Estimator

Response: The water vapor emission system is to be a concrete admixture.


RFI 017



REQUEST FOR INFORMATION #5: Doors and Hardware


Hello Nick,

Just a few questions for the Windsor Police Station, Doors and Hardware.

Openings A114A & A220 have hardware sets that are for single door opening and these are

paired opening. Please advise on correct hardware sets.

Opening A126 ask to use hardware set #422 but there isn’t any hardware in set 422. Please

advise hardware to be used.

Opening #A217B hardware set AP with note see spec. 083133. I can’t find a spec for 083133.

Please advise.

Thank You,

Raymond Galvin

Response: Section 08 06 00 – “Openings Schedule”

Provide the following:

1. Add Hardware Heading 443 to Opening A114A

2. See Revised Hardware Heading 422 and Heading 711 below.


A220 Corridor A114 To Fitness Room A220 RH/LH

RFI 017 Qty Active Active/Inactive Height Thick Door Mat. / Type Frame Mat. / Type Sill

2 3' - 0" 3' - 0" 7' - 0" 1 3/4" WD-6 HMF-6 T-2

6 Hinge, Ball Bearing BB1279 - 4.5 x 4.5 - US26D Hager

2 Push Plate 70C - 4" x 16" - US32D Rockwood

2 Pull Plate BF-107 - 70C - 4" x 16" - US32D Rockwood

2 Closer, Overhead Parallel Arm CLP-7500 - 689 ( HD / Stop Arm to 90 Degrees ) ( Norton

Install "PUSH" Side )

2 Kick Plate K1050 - 16" x 34" - 18 ga. - US32D Rockwood


3. Add Hardware Heading 422


A126 Passage A127 From Storage, A/V A126 RHR-ACT


2 2' - 0" 2' - 0" 7' - 0" 1 3/4" WD-1 HMF-1 T-2

6 Hinge, Ball Bearing BB1279 - 4.5 x 4.5 - US26D - NRP Hager

1 Lockset, Storeroom/Closet ML2057 - NSA - 626 - M17 Corbin-Russwin

1 Bolts, Flush - Automatic 2942 - US26D (Top and Bottom Set) Rockwood

1 Dust Proof Strike 570 - US26D Rockwood

2 Stop, Overhead - Surf. 9ADJ-136 - Stop Only - (24" - 28" Door) - 689 Rixson

1 Astragal, Overlapping 357SP x 84" (Apply to inside face of LHR In-Active Pemko


4. Change Note See Section 083133 to 083113


SITE LIGHTING GENERAL NOTES:

1. SITE LIGHTING POLES AND NEW BASES SHALL WITHSTAND WIND SPEEDS OF 135 MILES PER HOUR.

2. ALL SITE POLES ARE 20 FEET HIGH.

3. SEE SITE LIGHTING FIXTURE SCHEDULE FOR EXACT LUMINIARE TO BE INSTALLED.

4. ALL NEW POLE FIXTURES , WALL PACKS AND BOLLARDS SHALL BE PHOTOCELL CONTROLLED.

5. POLICE DEPARTMENT BUILDING MOUNTED LIGHT FIXTURES WP1,WP2 AND AA ARE POWERED ON DRAWINGE1.02

6. DPW BUILDING MOUNTED LIGHT FIXTURES WP1,WP2 ARE POWERED ON PART PLAN ON SHEET XXX.

7. SEE DRAWING SU1.02 FOR POWER TO MOTORIZED GATES AND SITE CAMERAS.

8. ALL BURIED CONDUITS UNDER ROADS AND PARKING LOT AREAS SHALL BE CONCRETE ENCASED. SEE DETAIL ON SHEET SU2.01.

SITE LIGHTING NOTES:EXISTING SITE LIGHTING POLE BASE TO REMAIN. PROVIDE NEW 20FT POLE WITH NEW LUMINARE. SEE SITE LIGHTING SCHEDULE. PROVIDE ADAPTER PLATE TO ACCOMMODATE VARIATIONS IN ANCHOR BOLT PATTERN. (ALTERNATE #4 ONLY, SEE DRAWING SU2.02 FOR DETAIL).

PROVIDE NEW MOUNTING BASE, 20FT POLE AND LUMINAIRE AS SHOWN IN SITE LIGHTING SCHEDULE.

EXISTING BOLLARDS TO REMAIN. MOVE SOURCE FROM PANEL H1 TO PANEL NH2. BOLLARD LIGHTS ARE CONTROLLED BY BUILDING MANAGEMENT SYSTEM VIA WLC1.

RELOCATE EXISTING SOURCE FROM PANEL H1 TO NEW PANEL NH2. PROVIDE JUNCTION BOX AND EXTEND CONDUCTORS TO PANEL NH2. SITE LIGHTS ARE CONTROLLED BY BUILDING MANAGEMENT SYSTEM VIA WLC4.

NEW LIGHTED BOLLARDS AND EXISTING BOLLARDS ARE CONTROLLED BY BUILDING MANAGEMENT SYSTEM VIA ELC3.

RELOCATE EXISTING SOURCE FROM PANEL H1 TO PANEL NHDP1. CONTROL EXISTING BOLLARDS FROM BUILDING MANAGEMENT SYSTEM VIA ELC3.

INGROUND MOUNTED FLAGPOLE LIGHT FIXTURES. CONTROLLED BY BUILDING MANAGEMENT SYSTEM VIA WLC2.

COORDINATE EXACT QUANITY OF WALL LIGHTS AND LOCATION WITH ARCHITECT BEFORE PURCHASE OF BRICK LIGHTS. WALKWAY LIGHTS (WALL LIGHTS) ARE CONTOLLED VIA WLC1

HOMERUN PARKING LIGHT CIRCUITS TO PANEL NHDP1. SITE PARKING LIGHTS ARE CONTROLLED BY BUILDING MANAGEMENT SYSTEM VIA LIGHTING CONTACTORS. DPW PARKING LIGHTS NORTH VIA ELC1,WPD VIA ELC2.

1

2

3

4

5

6

7

8

9

S5

S4

S2

S2

S2

S2

S1S1S1

S3 S3

S3

S5

S5

S2

S5

S6

S6

S6

S6

FL

S2

2

7

7

7

2 2

2

22

2

2

2

2

2

3

1

2

2

2

2

6 6

666

EXISTING UTILITY TRANSFORMER

NEW 300KW GENERATOR SEE GENERATOR ELEVATION ON SHEET E4.02

NEW 2000 GALLON ABOVEGROUND FUEL TANK

ALT #5 CANOPY LIGHTING DETAIL

S3

CL CL CL CL

SEE ALT #5 CANOPY LIGHTING DETAILON THIS SHEET

FLFL

FLFL

FL

7

7

7

OUTLINE OF CANOPY

LIGHTS UNDER CANOPY (TYP.)

POLE LIGHTS (TYP.)

SITE LIGHTS ON POLE (TYP.)

3

3

3

3

WDPW

WPD

CONCRETE WALL WITH EMBEDDED FLUSH MOUNTED LIGHT FIXTURES.COORDINATE WITH ARCHITECT

CONCRETE WALL WITH EMBEDDED FLUSH MOUNTED LIGHT FIXTURES.COORDINATE WITH ARCHITECT

EXISTING SITE LIGHTS AND POLES TO REMAIN

NHDP1-11,13

9

9

2 #12, 1#12 GND IN 3/4"C

2 #12, 1#12 GND IN 3/4"C

2 #12, 1#12 GND IN 1"CPLUS 2 SPARES

2 #12, 1#12 GND IN 1"C

2 #12, 1#12 GND IN 3/4"C

2 #12, 1#12 GND IN 3/4"C

2 #12, 1#12 GND IN 3/4"C

2 #12, 1#12 GND IN 1"C

2 #12, 1#12 GND IN 1"C

4

5

NHDP1-1VIA ELC3

NH2-2VIA WLC1

8

8

FOR PLUMBING DETAILS, TANK AND GENERATOR ELEVATION SEE SHEET SU2.02

SAWCUT PAVEMENT & ENCASECONDUITS IN CONCRETE. (ALT. #7)

(2) 3" PVC CONDUITS FORTOWN OF WINDSOR IT & RADIOSYSTEM FIBER CABLES. PROVIDEPULL ROPES. 24" BURIAL DEPTH. (ALT. #7)

NEW 36"X36"X24"DHANDHOLE TO REPLACEEXISTING HANDHOLE(ALT. #7)

(2) EXISTING 3" PVC CONDUITS.

24"X24"X18" PULL BOX12' ABOVE BUILDING FLOOR

F.F. EL179'-10"NEW 6" SANITARY BUILDING DRAIN

TO 5' OUTSIDE BUILDING. SEECIVIL DRAWING FOR CONNECTIONTO SANITARY SEWER LATERAL.(INVERT UNKOWN - V.I.F.)

NEW 4" SALLYPORT GARAGEDRAIN LINE TO 5' OUTSIDEBLDG. SEE CIVIL DRAWINGSFOR CONNECTION TO OIL/WATER SEPERATOR.(INV. EL. 178'10")

(4) 3" CONDUITS UP FROMBELOW GRADE THRU FLOORINTO BUILDING.

CONCRETE ENCASED (4) 3" PVC CONDUITS WITH PULL ROPES FOR TELEPHONE, CABLE TV CABLES & OTHER COMM. CABLING. COORDINATE EXACT LOCATIONS AND CONDUIT ROUTING WITH EXISTING PROPERTY LINES.

NEW 36"X36"X24"D HANDHOLE. CONTACT ATT & FRONTIER TO VERIFY CONDUIT NEEDS & EXTENSIONS. COORDINATE EXACT LOCATIONS AND CONDUIT ROUTING WITH EXISTING PROPERTY LINES.

CC

CC

CC

CC

CC

CC

CC

CC

NH2-1VIA WLC2

SL-2VIA WLC2

EXISTING BOLLARD LIGHTINGTO BE POWERED THROUGH PANEL SL AND CONTROLLED VIA WEST LIGHTING CONTACTOR WLC2

REMOVE EXISTING PARKING LOT LIGHTING CONDUCTORS BACK TO EXISTING ISLAND PARKING LOT LIGHT POLE.

EXISTING ISLAND PARKING LOT LIGHT POLE. PROVIDE NEW HOME RUN TO PANEL NH2. PROVIDE (2) #10, (1) #10 G IN 1"C

NH2-4,6VIA WLC4

PROVIDE NEW TRENCH TO EXISTING SITE LITE POLE. PROVIDE 2#12,1 #12 GND IN 1"C

NH2-3,5VIA WLC3

TO WINDSOR POLICE SIGN

NHDP1-7,9VIA ELC1

NHDP1- 11,13VIA ELC2

1" CONDUIT INTO LIGHT POLE FOR IT/ WIFI CABLING

RUN SURFACE MOUNT CONDUIT FOR CANOPY LIGHTING UP MIDDLE FACE OF COLUMN.

(BASE BID)

HANDHOLE 12"x12"

PROVIDE BURIED 1" PVC CONDUIT WITH PULL STRING FOR FUTURE SIGN

1 11

1

CC

REPLACE EXISTING HANDHOLE WITH NEW 24"x36" HANDHOLE (ALT. #7)

(2) NEW 3" PVC CONDUITS (ALT. #7)

24"X24"X18" TERMINATION BOX(ALT. #7)

ALTERNATE #7 FIBER CONDUIT NOTES:PROVIDE 2 NEW BURIED 3" CONDUITS AS INDICATED ON THIS PLAN FROM EXISTING HANDHOLE NEAR ROAD TO BUILDING.

AT OTHER END OF EXISTING CONDUITS (ABOUT 200') EXTEND THE (2) 3" CONDUITS TO THE DPW/CELL TOWER BUILDING (APPROX. 180') AND CROSS ROADWAY ALONG PATH.

PROVIDE NEW 36x36x24"D HANDHOLE AT EXISTING HANDHOLE LOCATIONS.

PROVIDE PULL ROPES IN ALL CONDUITS, NEW & EXISTING.

1

2

3

4

C24V

ELC 2

POLICE DEPARTMENT PARKING480V

BMS

C24V

ELC 1

DPW PARKING480V

BMS

NHDP1-11,13

NHDP1-7,9

C24V

ELC 3

277V

BMS

NHDP1-1

C24V

ELC 4

277V

BMS

NHDP1-5

ZONE 5

ZONE 6

ZONE 7

ZONE 8

C

277V

C

277V

C

POLICE FRONT AND SOUTH SIDE PARKING LIGHTS

C

WLC 1 24V

24V

24V

24V

WLC 2

WLC 3

WLC 4

EXISTING WD PW PARKING LIGHT NORTH SIDENH2-4,6

NH2-3,5

WALKWAY LIGHTS (CC)+ WPD SIGN LIGHT S7

FLAG LIGHT

480V

480V

NH2-2

BMS

BMS

BMS

BMS

EXISTING WALKWAY BOLLARD LIGHTS277V

NH2-1

ZONE 3

ZONE 2

ZONE 1

ZONE 4

4"x 4"x 3' WIREWAY

WEST SITE LIGHTING

EAST SITE LIGHTING

4"x 4"x 3' WIREWAY

1 2 3 3

3 3

1. SQUARE D LIGHTING CONTACTOR LG20VO1 30A 2P RELAY 24VAC COIL

2. SQUARE D LIGHTING CONTACTOR LG40V01 30A 4P RELAY 24VAC COIL

3. SQUARE D LIGHTING CONTACTOR LG30V01 30A 3P RELAY 24VAC COIL

WLC1 WLC2 WLC3 WLC4

ELC1 ELC2

1

ELC3

CONTACTOR NOTES

1

ELC4

MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING

750 OLD MAIN STREETSUITE 202

ROCKY HILL, CT 06067P: (860) 436-4336F: (860) 436-4450

www.rzdesignassociates.com

0' 4' 8' 16'

SCALE: 1/8" = 1'-0"

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

16 Chestnut Street, Suite 301, Foxborough, MA 02035

KEY PLAN

ISSUE DATE

REVISIONS

PROJECT TRUE

FOR ALL ABBREVIATIONS, SYMBOL LEGENDS, AND GENERAL NOTES SEE SHEET R0.01

PROJECT NO.: DRAWN BY:

DRAWING NO.:

DATE DESCRIPTION

2019

© C

OPY

RIG

HT

KAES

TLE

BOO

S AS

SOC

., IN

C.

MARCH 1, 2019 DRAWINGS ISSUED FOR SCHEMATIC DESIGN ESTIMATE

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907


A

B

APRIL 12, 2019 DRAWINGS ISSUED FOR DESIGN DEVELOPMENT

MAY 31, 2019 DRAWINGS ISSUED FOR 90% CONSTRUCTION DOCUMENTS

C

JULY 2, 2019 DRAWINGS ISSUED FOR BID AND CONSTRUCTION

SU1.01

CEM18-214



MEP SITEUTILITIES PLAN


1" = 30'-0"SITE UTILITES PLAN1

NTS2 EAST SITE LIGHTING CONTROL WIRING DIAGRAM

NTS3 WEST SITE LIGHTING CONTROL WIRING DIAGRAM

NTS4 SITE LIGHTING CONTACTOR LAYOUT

4

3

1

14

3

14

ADDED TO DRAWING

ADDED (1) TYPE CC FIXT.

REVISED CONDUIT PATH

S3 FIXTURE MOVED

DATE DESCRIPTIONJuly 24, 2019 Addendum 2

1

1

1

1

1

1

2000 GALLON TANK PLAN

TANK AND GENERATOR ENCLOSURE ELEVATION AND DETAILS

NOT TO SCALE

NOT TO SCALE

3/4" FUEL SUPPLYAND RETURN LINES

2" STICK PORT

PROVIDE 3/4" SCHEDULE 40 STEELSUPPLY AND RETURN DIPTUBES.EXTEND SUPPLY DIPTUBE TO 6"ABOVE BOTTOM OF TANK ANDRETURN DIPTUBE TO 12" ABOVEBOTTOM OF TANK. PROVIDE 1/8"HOLE IN EACH RETURN DIPTUBEWITHIN 6" OF TOP OF TANK TOPREVENT SIPHONING.

TANK 5'-6" HIGH

25"

73"

98"

CONNECT 3/4" FUEL RETURN LINETO TRANSFER PUMP SETRETURN OUTLET WITH CHECKVALVE

CONNECT 3/4" FUEL SUPPLY LINETO INLET OF INTEGRAL FUEL PUMPWITH SHUT OFF VALVE AND UNION.

INTEGRAL DAY TANK FUELTRANSFER PUMP SET.PROVIDED WITH GENSET

BASE DAY TANK VENT PIPEEXTENDED TO 12" ABOVETOP OF GENSET ENCLOSURE

11'-3"

8'-0"

INTERNAL STEEL TANK

CONCRETE ENCASEMENTVAULT

4" SPARE TAPPING2" LEAK DETECTIONTUBE

7 GALLON OVERFILLCONTAINER

2" TAPPING FOR TANK GAUGE.PROVIDE OPW 200TG-ENGMECHANICAL TANK GAUGE WITHOPW 6IT-0208 DROP TUBE

4" TAPPING WITH 4"x1"x1"DOUBLE TAP BUSHING FORFUEL OIL SUPPLY ANDRETURN PIPES - USE ONE

6" TANK INTERSTITIALSPACE EMERGENCY VENT

PRIMARY TANK EMERGENCYVENT

2" TAPPING FOR VENT

NEW 2000 GALLON CONCRETEVAULTED ABOVE GROUND TANK

NOTE:NO PENETRATIONS SHALL BE MADEINTO TANK CONCRETEENCASEMENT VAULT.

VENT CAP EQUAL TOOPW 23.

2" GALVANIZED VENT PIPE12' ABOVE GROUND

3/4" SCHEDULE 40 STEEL OILPIPES. PAINT PIPES WITH RUSTINHIBITOR.

CONCRETE PAD, SEESTRUCTURAL DETAILS

4" X 1/2" GALVANIZED STEEL HURRICANEHOLD DOWN STRAPS SUPPLIED BY TANKMANUFACTURER. SECURE STRAPS TOSLAB WITH 1-1/2" ANCHOR BOLTS SET 9"IN CONCRETE PAD

PROVIDE 112" WELDED ALUMINUM PIPE TUBE

RAILINGS WITH FOOT PADS ON EACH SIDE OFSTEPS. ANCHOR RAILINGS TO STEPS.

DO NOT SET STEPSAGAINST TANK

48" WIDE PRECAST CONCRETE STEPS WITH36" PLATFORM AS MANUFACTURED BYMONO-CRETE STEP CO. OR EQUAL

EXCAVATE AND REMOVE NATIVE FILL.PROVIDE 12" MINIMUM COMPACTEDCRUSHED STONE BENEATH STEPS.

NOTE:GROUND TANK TO EARTH AND PADREBAR IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONSAND NFPA 780.

PROVIDE 3/4" ANTI-SIPHON VALVEEQUAL TO OPW 199ASV-3075 ONFUEL OIL SUPPLY PIPE (TYP. OF 2)

PROVIDE 3/4" FOOT VALVE EQUALTO PREFERRED UTILITIES MODEL 60ON SUCTION DIPTUBE.

4" TAPPING FOR TANK LEVELSENSOR

4" FILL PIPE. PROVIDE OVERFILLPREVENTION VALVE EQUAL TO OPW6IFSTOP-1000T TO AUTOMATICALLYSTOP DELIVERY OF FUEL WHENTANK LEVEL REACHES 95%. PROVIDEOPW 633AST SPOUT ADAPTER WITHOPW 634B DUST CAP. PROVIDE OPW6IFT-026 DROP TUBE. CUT BOTTOMOF DROP TUBE AT 45° ANGLE 6"ABOVE BOTTOM OF TANK.

42"

7" RISER (TYP.)

11" TREAD (TYP.)

NOTE:STEPS AND RAILINGS SHALL COMPLYWITH THE CONNECTICUT STATE BUILDINGAND FIRE CODE AND OSHAREQUIREMENTS.

21"

11" TREAD

(TYP.)

PIPE SUPPORTS (TYP.)

PRECAST CONCRETE STEPS &LANDING WITH RAILING

TANK ELEVATIONGENERATOR ENCLOSURE ELEVATION

AND ONE SPARE

S5

S2 S2

S2

1

111

SITE LIGHTING NOTES:EXISTING SITE LIGHTING POLE BASE TO REMAIN. PROVIDE NEW 20FT POLE WITH NEW LUMINARE. SEE SITE LIGHTING SCHEDULE. PROVIDE ADAPTER PLATE TO ACCOMMODATE VARIATIONS IN ANCHOR BOLT PATTERN. (ALTERNATE #4 ONLY).

1

MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING

750 OLD MAIN STREETSUITE 202

ROCKY HILL, CT 06067P: (860) 436-4336F: (860) 436-4450

www.rzdesignassociates.com

0' 4' 8' 16'

SCALE: 1/8" = 1'-0"

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

16 Chestnut Street, Suite 301, Foxborough, MA 02035

KEY PLAN

ISSUE DATE

REVISIONS

PROJECT TRUE

FOR ALL ABBREVIATIONS, SYMBOL LEGENDS, AND GENERAL NOTES SEE SHEET R0.01

PROJECT NO.: DRAWN BY:

DRAWING NO.:

DATE DESCRIPTION

2019

© C

OPY

RIG

HT

KAES

TLE

BOO

S AS

SOC

., IN

C.

MARCH 1, 2019 DRAWINGS ISSUED FOR SCHEMATIC DESIGN ESTIMATE

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907


A

B

APRIL 12, 2019 DRAWINGS ISSUED FOR DESIGN DEVELOPMENT

MAY 31, 2019 DRAWINGS ISSUED FOR 90% CONSTRUCTION DOCUMENTS

C

JULY 2, 2019 DRAWINGS ISSUED FOR BID AND CONSTRUCTION

SU2.02

CEM18-214



MEP SITEUTILITIES DETAILS


1" = 30'-0"ALT #4 PARKING LOT LIGHTING DETAIL1

PART PLAN MOVED FROM DWG. SU1.01

DATE DESCRIPTIONJuly 24, 2019 Addendum 2

1

WINDSOR POLICE FACILITY ADDITIONS AND RENOVATIONS 110 ADDISON ROAD KBA #18009.01 WINDSOR, CT

SECTION 08 44 13 - Page 1 of 12 GLAZED ALUMINUM CURTAIN WALLS July 2, 2019 - BID

SECTION 08 44 13 - GLAZED ALUMINUM CURTAIN WALLS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. The Contractor, Subcontractors, and/or suppliers providing goods and services referenced in or related to this Section shall also be bound by the Related Documents identified in Division 01 Section “Summary.”

1.2 SUMMARY

A. Section Includes:

1. Conventionally glazed aluminum curtain walls installed as stick assemblies.

B. Related Sections:

1. Division 07 Section “Sheet Metal Flashing and Trim.” 2. Division 07 Section "Joint Sealants" for installation of joint sealants installed with

aluminum-framed systems and for sealants to the extent not specified in this Section. 3. Division 08 Section “Aluminum-Framed Entrances and Storefronts” for entrance doors

installed in glazed aluminum curtain walls. 4. Division 08 Section "Door Hardware" for hardware to the extent not specified in this

Section. 5. Division 08 Section "Glazing" for glazing requirements to the extent not specified in this

Section.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.4 PERFORMANCE REQUIREMENTS

A. General Performance: Comply with performance requirements specified, as determined by preconstruction testing of manufacturer's standard glazed aluminum curtain walls representing those indicated for this Project without failure due to defective manufacture, fabrication, installation, or other defects in construction.

1. Glazed aluminum curtain walls shall withstand movements of supporting structure indicated on Drawings including, but not limited to, story drift, twist, column shortening, long-term creep, and deflection from uniformly distributed and concentrated live loads.

2. Failure also includes the following:



a. Thermal stresses transferring to building structure. b. Glass breakage. c. Noise or vibration created by wind and thermal and structural movements. d. Loosening or weakening of fasteners, attachments, and other components. e. Failure of operating units.

B. Delegated Design: Design glazed aluminum curtain walls, including comprehensive engineering analysis by a qualified professional engineer licensed in the State of Connecticut, using performance requirements and design criteria indicated.

C. Structural Loads:

1. Wind Loads: Provide glazed aluminum curtain wall systems capable of withstanding wind-load design pressures calculated using a “design wind pressure” as determined from the Connecticut State Building Code, and as determined by the Fabricator’s design engineer.

a. Risk Category: IV. b. Ultimate Design Wind Speed: 135 mph. c. Exposure Category: B.

2. Seismic Loads: Provide glazed aluminum curtain wall systems capable of withstanding the effects of earthquake motions calculated according to the Connecticut State Building Code, as determined by the Fabricator’s design engineer.

D. Structural-Test Performance: Test according to ASTM E 330 as follows:

1. When tested at positive and negative wind-load design pressures, assemblies do not evidence deflection exceeding specified limits.

2. When tested at 150 percent of positive and negative wind-load design pressures, assemblies, including anchorage, do not evidence material failures, structural distress, and permanent deformation of main framing members exceeding 0.2 percent of span.

3. Test Durations: As required by design wind velocity, but not less than 10 seconds.

E. Deflection of Framing Members: At design wind pressure, as follows:

1. Deflection Normal to Wall Plane: Limited to 1/175 of clear span for spans up to 13 feet 6 inches and to 1/240 of clear span plus 1/4 inch for spans greater than 13 feet 6 inches or an amount that restricts edge deflection of individual glazing lites to 3/4 inch, whichever is less.

2. Deflection Parallel to Glazing Plane: Limited to amount not exceeding that which reduces glazing bite to less than 75 percent of design dimension and that which reduces edge clearance between framing members and glazing or other fixed components directly below them to less than 1/8 inch and clearance between members and operable units directly below them to less than 1/16 inch.

3. Cantilever Deflection: Where framing members overhang an anchor point, limit deflection to two times the length of cantilevered member, divided by 175.



F. Water Penetration under Static Pressure: Provide aluminum-framed systems that do not evidence water penetration through fixed glazing and framing areas when tested according to ASTM E 331 at a minimum static-air-pressure difference of 20 percent of positive wind-load design pressure, but not less than 6.24 lbf/sq. ft.

G. Thermal Movements: Allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures:

1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. 2. Test Performance: No buckling; stress on glass; sealant failure; excess stress on framing,

anchors, and fasteners; or reduction of performance when tested according to AAMA 501.5.

H. Energy Performance: Glazed aluminum curtain walls shall have certified and labeled energy performance ratings in accordance with NFRC.

1. Thermal Transmittance (U-factor): Fixed glazing and framing areas shall have U-factor of not more than 0.37 Btu/sq. ft. x h x deg F as determined according to NFRC 102.

2. Air Infiltration: Maximum air leakage through fixed glazing and framing areas of 0.06 cfm/sq. ft. of fixed wall area as determined according to ASTM E 283 at a minimum static-air-pressure differential of 6.24 lbf/sq. ft.

3. Condensation Resistance: Fixed glazing and framing areas shall have an NFRC- certified condensation resistance rating of no less than 74 at frame as determined according to NFRC 500.

1.5 SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes.

B. Shop Drawings: For glazed aluminum curtain walls. Include plans, elevations, sections, full-size details, and attachments to other work.

1. Include details of provisions for assembly expansion and contraction and for draining moisture occurring within the assembly to the exterior.

2. Include full-size isometric details of each vertical-to-horizontal intersection of glazed aluminum curtain walls, showing the following:

a. Joinery, including concealed welds. b. Anchorage. c. Expansion provisions. d. Glazing. e. Flashing and drainage.

C. Samples for Initial Selection: For units with factory-applied color finishes.

D. Samples for Verification: For each type of exposed finish required, in manufacturer's standard sizes.



E. Fabrication Sample: Of each vertical-to-horizontal intersection of assemblies, made from 12-inch lengths of full-size components and showing details of the following:

1. Joinery, including concealed welds. 2. Anchorage. 3. Expansion provisions. 4. Glazing. 5. Flashing and drainage.

F. Delegated-Design Submittal: For glazed aluminum curtain walls indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

G. Qualification Data: For qualified Installer.

H. Seismic Qualification Certificates: For glazed aluminum curtain walls, accessories, and components, from manufacturer.

1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation.

I. Welding certificates.

J. Energy Performance Certificates: For glazed aluminum curtain walls, accessories, and components, from manufacturer.

1. Basis for Certification: NFRC-certified energy performance values for each glazed aluminum curtain wall.

K. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified preconstruction testing agency, for glazed aluminum curtain walls, indicating compliance with performance requirements.

L. Maintenance Data: For glazed aluminum curtain walls to include in maintenance manuals.

M. Warranties: Sample of special warranties.

1.6 QUALITY ASSURANCE

A. Manufacturer Qualifications: A manufacturer capable of fabricating glazed aluminum curtain walls that meet or exceed energy performance requirements indicated and of documenting this performance by certification, labeling, and inclusion in lists.

B. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project.



C. Product Options: Information on Drawings and in Specifications establishes requirements for aesthetic effects and performance characteristics of assemblies. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction.

1. Do not revise intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If revisions are proposed, submit comprehensive explanatory data to Architect for review.

D. Source Limitations for Aluminum-Framed Systems: Obtain glazed aluminum curtain walls and aluminum-framed entrance and storefront systems, from a single source from a single manufacturer.

E. Welding Qualifications: Qualify procedures and personnel according to the following:

1. AWS D1.1/D1.1M, "Structural Welding Code - Steel." 2. AWS D1.2/D1.2M, "Structural Welding Code - Aluminum."

F. Energy Performance Standards: Comply with NFRC for minimum standards of energy performance, materials, components, accessories, and fabrication. Comply with more stringent requirements if indicated.

1. Provide NFRC-certified glazed aluminum curtain walls with an attached label.

G. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for fabrication and installation.

1. Build mockup of typical wall area as directed by the Architect. 2. Approval of mockups does not constitute approval of deviations from the Contract

Documents contained in mockups unless Architect specifically approves such deviations in writing.

3. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

1.7 PROJECT CONDITIONS

A. Field Measurements: Verify actual locations of structural supports for glazed aluminum curtain walls by field measurements before fabrication and indicate measurements on Shop Drawings.

1.8 WARRANTY

A. Special Assembly Warranty: Standard form in which manufacturer agrees to repair or replace components of glazed aluminum curtain walls that do not comply with requirements or that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Structural failures including, but not limited to, excessive deflection.



b. Noise or vibration created by wind and thermal and structural movements. c. Deterioration of metals, metal finishes, and other materials beyond normal

weathering. d. Water penetration through fixed glazing and framing areas. e. Failure of operating components.

2. Warranty Period: 10 years from date of Substantial Completion.

B. Special Finish Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components on which finishes do not comply with requirements or that fail in materials or workmanship within specified warranty period. Warranty does not include normal weathering.

1. Warranty Period: 20 years from date of Substantial Completion.

C. Special Project Warranty: Submit Installer's warranty, signed by Installer, covering Work of this Section, including all installation components of aluminum framed entrances and storefronts for the following warranty period:

1. Warranty Period: Two years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Provide the following framing at curtain wall frames CW-01, CW-02 and CW-03:

1. Basis of Design Product: Subject to compliance with requirements, provide EFCO Corporation; Duracast XTherm System 5600 or comparable product by one of the following: a. Kawneer North America; Series 1600. b. Wausau Window and Wall Systems; SuperWall XLT.

B. Provide the following framing at curtain wall frames CW-04, CW-05 and CW-06:

1. Basis of Design Product: Subject to compliance with requirements, provide EFCO Corporation; System 5900 or comparable product by one of the following:

a. Kawneer North America; Series 1600. b. Wausau Window and Wall Systems; SuperWall XLT.

2.2 MATERIALS

A. Recycled Content of Metal Products: Postconsumer recycled content not less than 25 percent.



B. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated.

1. Sheet and Plate: ASTM B 209. 2. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221. 3. Extruded Structural Pipe and Tubes: ASTM B 429. 4. Structural Profiles: ASTM B 308/B 308M. 5. Welding Rods and Bare Electrodes: AWS A5.10/A5.10M.

C. Steel Reinforcement: Manufacturer's standard zinc-rich, corrosion-resistant primer complying with SSPC-PS Guide No. 12.00; applied immediately after surface preparation and pretreatment. Select surface preparation methods according to recommendations in SSPC-SP COM and prepare surfaces according to applicable SSPC standard.

1. Structural Shapes, Plates, and Bars: ASTM A 36/A 36M. 2. Cold-Rolled Sheet and Strip: ASTM A 1008/A 1008M. 3. Hot-Rolled Sheet and Strip: ASTM A 1011/A 1011M.

2.3 FRAMING

A. Framing Members: Manufacturer's standard extruded- or formed-aluminum framing members of minimum wall thickness of 0.093-inch to 0.125-inch and reinforced as required to support imposed loads.

1. Construction: Thermally improved. 2. Glazing System: Retained mechanically with gaskets on four sides. 3. Glazing Plane: Front. 4. Depth of Frame:

a. CW01, CW02, CW03: 7-1/2 inches. b. CW04, CW05, CW06: 5 inches maximum.

5. Face of Frame: Not less than 2-1/2”.

B. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining, nonferrous shims for aligning system components.

C. Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials.

1. Use self-locking devices where fasteners are subject to loosening or turning out from thermal and structural movements, wind loads, or vibration.

2. Reinforce members as required to receive fastener threads. 3. Use exposed fasteners with countersunk Phillips screw heads, finished to match framing

system, fabricated from 300 series stainless steel.



D. Anchors: Three-way adjustable anchors with minimum adjustment of 1 inch that accommodate fabrication and installation tolerances in material and finish compatible with adjoining materials and recommended by manufacturer.

1. Concrete and Masonry Inserts: Hot-dip galvanized cast-iron, malleable-iron, or steel inserts complying with ASTM A 123/A 123M or ASTM A 153/A 153M requirements.

2. Provide additional jamb anchors at a minimum of one intermediate point at 5-inch deep framing members to ensure compliance with wind load requirements.

E. Concealed Flashing: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding flashing compatible with adjacent materials.

F. Framing Sealants: Manufacturer's standard sealants.

2.4 GLAZING

A. Glazing: Furnish and install glazing as specified in Division 08 Section "Glazing."

B. Glazing Gaskets: Outside glazed curtain wall system shall be dry glazed with an exterior Duracast® pressure plate and snap cover with interior and exterior dense EPDM preset gaskets.

C. Glazing Sealants: As recommended by manufacturer.

2.5 ENTRANCES

A. Doors: Comply with Division 08 Section "Aluminum-Framed Entrances and Storefronts."

2.6 ACCESSORIES

A. Interior Trim: Extruded-aluminum profiles in sizes and configurations indicated on Drawings.

B. Panning Trim: Extruded-aluminum profiles in sizes and configurations indicated on Drawings.

1. Provide sill extrusions fabricated from 0.090-inch thick aluminum in profiles indicated.

C. Receptor System: Two-piece, snap-together, thermally broken, extruded-aluminum receptor system that anchors windows in place.

D. Infill Panels: Fabricated from 0.125-inch thick aluminum sheet.

1. Color: Custom, to match aluminum framing system.

E. Exterior Cover: Extruded aluminum profile, 0.125-inch minimum thickness, installed in locations indicated.

1. Profiles: As indicated.



2.7 ACCESSORY MATERIALS

A. Bituminous Paint: Cold-applied asphalt-mastic paint complying with SSPC-Paint 12 requirements except containing no asbestos, formulated for 30-mil thickness per coat.

2.8 FABRICATION

A. Form or extrude aluminum shapes before finishing.

B. Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding.

C. Fabricate components that, when assembled, have the following characteristics:

1. Profiles that are sharp, straight, and free of defects or deformations. 2. Accurately fitted joints with ends coped or mitered. 3. Physical and thermal isolation of glazing from framing members. 4. Accommodations for thermal and mechanical movements of glazing and framing to

maintain required glazing edge clearances. 5. Provisions for field replacement of glazing from exterior. 6. Fasteners, anchors, and connection devices that are concealed from view to greatest

extent possible.

D. Fabricate components that, when assembled, have the following characteristics:

1. Internal guttering system or other means to drain water passing joints, condensation occurring within framing members, and moisture migrating within glazed aluminum curtain wall to exterior.

2. Pressure-equalized system or double barrier design with primary air and vapor barrier at interior side of glazed aluminum curtain wall and secondary seal weeped and vented to exterior.

E. Curtain-Wall Framing: Fabricate components for assembly using screw-spline system.

F. Mullions: Provide mullions and cover plates as shown, matching curtainwall units, complete with anchors for support to structure and installation of window units. Allow for erection tolerances and provide for movement of curtainwall units due to thermal expansion and building deflections, as indicated. Provide mullions and cover plates capable of withstanding design loads of curtainwall units.

G. Factory-Assembled Frame Units:

1. Rigidly secure nonmovement joints. 2. Seal joints watertight unless otherwise indicated. 3. Install glazing to comply with requirements in Division 08 Section "Glazing."

H. After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings.



2.9 ALUMINUM FINISHES

A. High-Performance Organic Finish: Two-coat fluoropolymer finish complying with AAMA 2605 and containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.

1. Color: Custom to match Architect’s sample.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. General:

1. Comply with manufacturer's written instructions. 2. Do not install damaged components. 3. Fit joints to produce hairline joints free of burrs and distortion. 4. Rigidly secure nonmovement joints. 5. Install anchors with separators and isolators to prevent metal corrosion and electrolytic

deterioration and to prevent impeding movement of moving joints. 6. Weld components in concealed locations to minimize distortion or discoloration of finish.

Protect glazing surfaces from welding. 7. Seal joints watertight unless otherwise indicated.

B. Metal Protection:

1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape or installing nonconductive spacers as recommended by manufacturer for this purpose.

2. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint.

C. Install components to drain water passing joints, condensation occurring within framing members, and moisture migrating within glazed aluminum curtain wall to exterior.

D. Install components plumb and true in alignment with established lines and grades.

E. Install operable units level and plumb, securely anchored, and without distortion. Adjust weather-stripping contact and hardware movement to produce proper operation.



F. Install glazing as specified in Division 08 Section "Glazing."

G. Install perimeter joint sealants to comply with Division 07 Section "Joint Sealants", to produce weathertight installation.

3.3 ERECTION TOLERANCES

A. Erection Tolerances: Install glazed aluminum curtain walls to comply with the following maximum tolerances:

1. Plumb: 1/8 inch in 10 feet; 1/4 inch in 40 feet. 2. Level: 1/8 inch in 20 feet; 1/4 inch in 40 feet. 3. Alignment:

a. Where surfaces abut in line or are separated by reveal or protruding element up to 1/2 inch wide, limit offset from true alignment to 1/16 inch.

b. Where surfaces are separated by reveal or protruding element from 1/2 to 1 inch wide, limit offset from true alignment to 1/8 inch.

c. Where surfaces are separated by reveal or protruding element of 1 inch wide or more, limit offset from true alignment to 1/4 inch.

4. Location: Limit variation from plane to 1/8 inch in 12 feet; 1/2 inch over total length.

3.4 FIELD QUALITY CONTROL

A. Testing Agency: Engage a qualified testing agency to perform tests and inspections.

B. Testing Services: Testing and inspecting of installed glazed aluminum curtain walls shall take place as follows:

1. Testing Methodology: Testing of curtain walls for water resistance shall be performed according to AAMA 503, 2/3 of the tested or rated laboratory performance.

2. Testing Extent: Test curtain walls as selected by the Commissioning agent, Architect, Contractor, and a qualified independent testing and inspecting agency. Curtain walls shall be tested immediately after complete installation.

a. Water test three (3) units representing different sizes/types prior to installation of

10 percent of each size/type. Perform corrective action and retesting until specified levels of performance are achieved.

b. Test three (3) additional, randomly selected units of the same size/type originally tested, between installation of 25 and 50 percent of each size/type.

3. Test Reports: Shall be prepared according to AAMA 503.

C. Repair or remove work if test results and inspections indicate that it does not comply with specified requirements.



D. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.

E. Aluminum-framed assemblies will be considered defective if they do not pass tests and inspections.

F. Prepare test and inspection reports.

3.5 ADJUSTING, CLEANING, AND PROTECTION

A. Adjust operating entrance door hardware to function smoothly as recommended by manufacturer.

1. For entrance doors indicated to be accessible to people with disabilities, adjust closers to provide a 3-second closer sweep period for doors to move from a 70-degree open position to 3 inches from the latch, measured to the leading door edge.

B. Clean aluminum surfaces immediately after installing curtain wall systems. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances.

C. Clean glass immediately after installation. Comply with manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels, and clean surfaces.

D. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period.

E. Protect curtain wall surfaces from contact with contaminating substances resulting from construction operations. In addition, monitor surfaces adjacent to and below exterior concrete and masonry surfaces during construction for presence of dirt, scum, alkaline deposits, stains, or other contaminants. If contaminating substances do contact surfaces, remove contaminants immediately according to manufacturer's written recommendations.

END OF SECTION 08 44 13


SECTION 10 51 13 - Page 1 of 10 METAL LOCKERS July 2, 2019 - BID

SECTION 10 51 13- METAL LOCKERS

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes:

1. Standard metal lockers, including Dispatch duty (wardrobe) and personal property lockers.

2. Locker benches.

B. Related Sections include the following: 1. Division 03 Section “Cast in Place Concrete” for concrete bases for metal lockers. 2. Division 06 Section "Miscellaneous Rough Carpentry" for concealed wood support base,

furring, blocking, and shims required for installing metal lockers and concealed within other construction before metal locker installation.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of metal locker.

B. Shop Drawings: For metal lockers. Include plans, elevations, sections, details, and attachments to other work.

1. Show locker trim and accessories. 2. Include locker identification system and numbering sequence, furnished by Architect.

C. Samples for Initial Selection: For units with factory-applied color finishes.

D. Samples for Verification: For metal lockers, in manufacturer's standard sizes.

E. Qualification Data: For qualified Installer.

F. Maintenance Data: For adjusting, repairing, and replacing locker doors and latching mechanisms to include in maintenance manuals.



G. Warranty: Sample of special warranty.


A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project.

B. Source Limitations: Obtain metal lockers and accessories from single source from single manufacturer.

C. Regulatory Requirements: Where metal lockers are indicated to comply with accessibility requirements, comply with 2010 ADA Standards and ICC/ANSI A117.1.

D. Preinstallation Conference: Conduct conference at Project site.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Do not deliver metal lockers until spaces to receive them are clean, dry, and ready for their installation.

B. Deliver master and control keys to Owner.


A. Field Measurements: Verify actual dimensions of recessed openings by field measurements before fabrication.

1.7 COORDINATION

A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of work specified in other Sections to ensure that metal lockers can be supported and installed as indicated.

1.8 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of metal lockers that fail in materials or workmanship, excluding finish, within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Structural failures. b. Faulty operation of latches and other door hardware.

2. Damage from deliberate destruction and vandalism is excluded.



3. Warranty Period for Knocked-Down Metal Lockers: Two years from date of Substantial Completion.

1.9 EXTRA MATERIALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Full-size units of the following metal locker hardware items equal to 10 percent of amount installed for each type and finish installed, but no fewer than two units:

a. Locks. b. Hooks.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B, suitable for exposed applications.

B. Steel Tube: ASTM A 500, cold rolled.

C. Fasteners: Zinc- or nickel-plated steel, slotless-type, exposed bolt heads; with self-locking nuts or lock washers for nuts on moving parts.

D. Anchors: Material, type, and size required for secure anchorage to each substrate.

1. Provide nonferrous-metal or hot-dip galvanized anchors and inserts on inside face of exterior walls, and elsewhere as indicated, for corrosion resistance.

2. Provide toothed-steel or lead expansion sleeves for drilled-in-place anchors.

2.2 PERSONAL PROPERTY LOCKERS

A. Products: Subject to compliance with requirements, provide one of the following: 1. ASI Storage Solutions, Inc.; Competitor Collection. 2. Lyon Workspace Products; Heavy Duty Ventilated Lockers. 3. Penco Products, Inc.; Invincible II Lockers.

B. Size: Double-tier, 12” x 12” x 72”H.

C. Body: Assembled by riveting or bolting body components together; bolt spacing not to exceed 9” o.c. Fabricate from unperforated, cold-rolled steel sheet with thicknesses as follows:

1. Tops and Bottoms: 16 gauge with single bend at edges. 2. Backs: 18 gauge.



3. Shelves: 16 gauge with double bend at front and right-angle single bend at sides and back.

4. Furnish box-type finished end panels on all exposed ends of lockers.

D. Perforated Sides: Fabricated from 16 gauge cold-rolled steel sheet with manufacturer's standard perforations.

E. Frames: Channel formed; fabricated from 16 gauge cold-rolled steel sheet; lapped and factory welded at corners; with top and bottom main frames factory welded into vertical main frames. Form continuous, integral door strike full height on vertical main frames.

1. Cross Frames for Double and Triple-Tier Lockers: Channel formed and fabricated from same material as main frames; welded to vertical main frames.

F. Perforated Doors: One-piece, fabricated from 14 gauge cold-rolled steel sheet with manufacturer's standard perforations; formed into channel shape with double bend at vertical edges and with right-angle single bend at horizontal edges and latch point (bottom) and right-angle single bend at remaining edges for box lockers.

1. Reinforcement: Manufacturer's standard reinforcing angles, channels, or pans for doors more than 15 inches wide; welded to inner face of doors.

G. Hinges: Welded to door and attached to door frame with not less than 2 factory-installed rivets per hinge that are completely concealed and tamper resistant when door is closed; fabricated to swing 180 degrees.

1. Knuckle Hinges: Steel, full loop, five-knuckle, tight pin; minimum 2 inches high, two hinges per door. Provide not less than 3 hinges for each door more than 42 inches high.

H. Equipment: Equip each metal locker with identification plate.

I. Recessed Door Handle and Latch: Stainless-steel cup with integral door pull, recessed so locking device does not protrude beyond face of door; tamper resistant decorative fastener.

1. Multipoint Latching: Finger-lift latch control designed for use with built-in combination locks, built-in key locks, or padlocks; positive automatic and prelocking.

a. Latch Hooks: Equip doors 48 inches and higher with 3 latch hooks and doors less than 48 inches high with 2 latch hooks; fabricated from minimum 14 gauge steel; welded or riveted to full-height door strikes; with resilient silencer on each latch hook.

b. Latching Mechanism: Manufacturer's standard rattle-free latching mechanism and moving components isolated with nylon to prevent metal-to-metal contact, and incorporating a prelocking device that allows locker door to be locked while door is open and then closed without unlocking or damaging lock or latching mechanism.

J. Combination Padlocks: Provided by Owner.



K. Accessories:

1. Continuous Sloping Tops: Fabricated from minimum 16 gauge cold-rolled steel sheet; approximately 20-degree pitch.

a. Closures: Vertical-end type. b. Tops and closures to extend to face of wall behind lockers. c. Provide slip joints without visible fasteners at splice locations. d. Provide stiffeners for sloped tops at 24-inches o.c. maximum.

2. Filler Panels: Fabricated from 18 gauge cold-rolled steel sheet.

L. Finish: Baked Enamel.

1. Color: As selected by Architect from manufacturer’s full range. 2. Interior color to match exterior color.

2.3 WARDROBE LOCKERS

A. Product: Subject to compliance with requirements, provide one of the following: 1. Lyon Workspace Products; Heavy Duty Lockers. 2. Republic Storage Products, LLC; Heavy Duty Corridor Lockers. 3. Penco Products, Inc.; Guardian Plus Lockers.

B. Size: Double-tier, 15” x 15” x 72”H.

C. Material: Cold-rolled steel sheet.

D. Body: Assembled by riveting or bolting body components together; bolt spacing not to exceed 9” o.c. Fabricate from unperforated, cold-rolled steel sheet with thicknesses as follows: 1. Tops: 24 gauge, with single bend at sides. 2. Bottoms and Intermediate Dividers: Not less than 16 gauge, with single bend at sides. 3. Backs and Sides: 24 gauge, with full-height, double-flanged connections. 4. Shelves: 16 gauge, with double bend at front and single bend at sides and back.

E. Frames: Channel formed; fabricated from 16 gauge, cold-rolled steel sheet; lapped and factory welded at corners; with top and bottom main frames factory welded into vertical main frames. Form continuous, integral door strike full height on vertical main frames.

1. Cross Frames between Tiers: Channel formed and fabricated from same material as main frames; welded to vertical frame members.

F. Doors: One-piece; fabricated from 14 gauge minimum, cold-rolled steel sheet; formed into channel shape with double bend at vertical edges, and with right-angle single bend at horizontal edges.



1. Reinforcement: Manufacturer's standard reinforcing angles, channels, or pans for doors more than 15 inches wide; welded to inner face of doors at 6” centers.

2. Door Style: Vented panel as follows:

a. Louvered Vents: Not less than six louver openings at top and bottom for single-tier; three louver openings at top and bottom for double-tier; three openings for box lockers.

G. Hinges: Welded to door and attached to door frame with not less than 2 factory-installed rivets per hinge that are completely concealed and tamper resistant when door is closed; fabricated to swing 180 degrees.

1. Knuckle Hinges: Steel, full loop, five knuckle, tight pin; minimum 2 inches high; two hinges per door. Provide not less than 3 hinges for each door more than 42 inches high.

H. Recessed Door Handle and Latch: Stainless-steel cup with integral door pull, recessed so locking device does not protrude beyond face of door; tamper resistant decorative fastener.

1. Multipoint Latching: Finger-lift latch control designed for use with built-in combination locks, built-in key locks, or padlocks; positive automatic and prelocking.

a. Latch Hooks: Equip doors 48 inches and higher with 3 latch hooks and doors less than 48 inches high with 2 latch hooks; fabricated from minimum 14 gauge steel; welded or riveted to full-height door strikes; with resilient silencer on each latch hook.

b. Latching Mechanism: Manufacturer's standard rattle-free latching mechanism and moving components isolated with nylon to prevent metal-to-metal contact, and incorporating a prelocking device that allows locker door to be locked while door is open and then closed without unlocking or damaging lock or latching mechanism.

I. Combination Padlocks: Provided by Owner.

J. Equipment: Equip each metal locker with identification plate and the following unless otherwise indicated: 1. Double-Tier Units: Two single-prong wall hooks.

K. Accessories:

1. Continuous Sloping Tops: Fabricated from 16 gauge cold-rolled steel sheet.

a. Closures: Vertical-end type. b. Sloped top corner fillers, mitered. c. Provide slip joints without visible fasteners at splice locations. d. Provide stiffeners for sloped tops at 24-inches o.c. maximum.

2. Filler Panels: Fabricated from 20 gauge cold-rolled steel sheet.



a. Form fillers in an angle shape. Form slip joint angles with a double bend on one leg to form a pocket which provides adjustable mating with the angle filler. Attach with concealed fasteners.

L. Finish: Baked Enamel.

1. Color: As selected by Architect from manufacturer’s full range. 2. Interior color to match exterior color.

2.4 ACCESSORIES

A. Handicapped Accessible Locker Accessories:

1. Provide 5 percent of each locker type, but not less than one with accessible locker accessories, as follows:

a. Provide not less than one shelf located no higher than 48 inches above the finished

floor. b. Provide one shelf located at the bottom of the locker no lower than 15 inches

above the finished floor. c. Apply a decal with the international symbol of accessibility to the face of the

locker door.

2. Provide hardware that does not require tight grasping, pinching, or twisting of the wrist, and that operates with a force of not more than 5 lbf.

a. Basis of Design Product: Subject to compliance with requirements, provide the

following or equal:

1) Zephyr Lock; Electronic RFID Locker Lock #2254/2255. b. Keypad access, including unique card key for each lock. c. Engineered to work on all standard metal single point, box locker, gravity

latch/multipoint lockers d. Supervisory access and override with control and management cards. e. Programmable for both shared use and permanent use f. High impact polycarbonate housing g. Audit trail allows facility to track user history h. Battery Powered; Requires (4) AA batteries offering life cycle of 10,000 – 20,000

uses depending on programming. i. Low battery audible warning signal j. External battery powered emergency device to allow access to lock if low battery

signal is missed and battery life ends.



2.5 LOCKER BENCHES

A. Provide bench units with overall assembly height of 17-1/2 inches.

1. Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 pounds is applied at any point on the seat, fastener mounting device, or supporting structure.

B. Bench Tops: Manufacturer's standard one-piece units, with rounded corners and edges.

1. Handicapped Bench Size: 20 by 42-inches by 1-1/4 inches thick, secured to floor and wall.

2. Laminated clear hardwood with one coat of clear sealer on all surfaces and one coat of clear lacquer on top and sides.

C. Fixed Pedestals: Manufacturer's standard supports, with predrilled fastener holes for attaching bench top and anchoring to floor, complete with fasteners and anchors, and as follows:

1. Tubular Steel: 1-1/2-inch- diameter steel tubing threaded on both ends, with standard pipe flange at top and bell-shaped cast-iron base; with baked-enamel or powder-coat finish; anchored with exposed fasteners.

a. Color: As selected by Architect from manufacturer’s full range.

2.6 FABRICATION

A. Fabricate metal lockers square, rigid, and without warp and with metal faces flat and free of dents or distortion. Make exposed metal edges safe to touch and free of sharp edges and burrs.

1. Form body panels, doors, shelves, and accessories from one-piece steel sheet unless otherwise indicated.

2. Provide fasteners, filler plates, supports, clips, and closures as required for complete installation.

B. Fabricate each metal locker with an individual door and frame; individual top, bottom, and back; and common intermediate uprights separating compartments. Factory weld frame members of each metal locker together to form a rigid, one-piece assembly.

C. Knocked-Down Construction: Fabricate metal lockers using nuts, bolts, screws, or rivets for nominal assembly at Project site.

D. Accessible Lockers: Fabricate as follows:

1. Locate bottom shelf no lower than 15 inches above the floor. 2. Where hooks, coat rods, or additional shelves are provided, locate no higher than 48

inches above the floor.

E. Hooks: Manufacturer's standard ball-pointed type, aluminum or steel; zinc plated.



F. Identification Plates: Manufacturer's standard, etched, embossed, or stamped aluminum plates, with numbers and letters at least 3/8 inch high.

G. Continuous Sloping Tops: Fabricated in lengths as long as practical, without visible fasteners at splice locations; finished to match lockers.

H. Filler Panels: Fabricated in an unequal leg angle shape; finished to match lockers. Provide slip-joint filler angle formed to receive filler panel.

2.7 STEEL SHEET FINISHES

A. Factory finish steel surfaces and accessories except stainless-steel and chrome-plated surfaces.

B. Baked-Enamel Finish: Immediately after cleaning, pretreating, and phosphatizing, apply manufacturer's standard thermosetting baked-enamel finish. Comply with paint manufacturer's written instructions for application, baking, and minimum dry film thickness.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine walls, floors, and support bases, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work.

C. Proceed with installation only after unsatisfactory conditions have been corrected. Commencement of work indicates acceptance of substrates.

3.2 INSTALLATION

A. General: Install level, plumb, and true; shim as required, using concealed shims.

1. Anchor locker runs at ends and at intervals recommended by manufacturer, but not more than 36 inches o.c. Using concealed fasteners, install anchors through backup reinforcing plates, channels, or blocking as required to prevent metal distortion.

2. Anchor single rows of metal lockers to walls near top of lockers and to floor.

B. Knocked-Down Metal Lockers: Assemble with standard fasteners, with no exposed fasteners on door faces or face frames.

C. Equipment and Accessories: Fit exposed connections of trim, fillers, and closures accurately together to form tight, hairline joints, with concealed fasteners and splice plates.

1. Attach hooks with at least two fasteners. 2. Attach door locks on doors using security-type fasteners.



3. Identification Plates: Identify metal lockers with identification indicated on Drawings.

a. Attach plates to each locker door, near top, centered, with at least two aluminum rivets.

4. Attach filler panels with concealed fasteners. Locate filler panels where indicated on

Drawings. 5. Attach sloping-top units to metal lockers, with closures at exposed ends. 6. Attach finished end panels using fasteners only at perimeter to conceal exposed ends of

non-recessed metal lockers.

D. Fixed Locker Benches: Provide no fewer than two pedestals for each bench, uniformly spaced not more than 72 inches apart. Securely fasten tops of pedestals to undersides of bench tops, and anchor bases to floor.

3.3 ADJUSTING, CLEANING, AND PROTECTION

A. Clean, lubricate, and adjust hardware. Adjust doors and latches to operate easily without binding.

B. Protect metal lockers from damage, abuse, dust, dirt, stain, or paint. Do not permit use during construction.

C. Touch up marred finishes, or replace metal lockers that cannot be restored to factory-finished appearance. Use only materials and procedures recommended or furnished by locker manufacturer.


WINDSOR POLICE FACILITY ADDITIONS AND RENOVATIONS 110 ADDISON ROAD KBA #18009.01 | GHT #00000 WINDSOR, CT

SECTION 28 50 00 – Page 1 of 9 SECURITY COMMUNICATION SYSTEM

July 2, 2019 – BID

SECTION 28 50 00 - SECURITY COMMUNICATION SYSTEM

PART 1 - GENERAL



1.2 SUMMARY

B. This section provides specifications for the installation of a IP audio video security communication system related components.

C. Furnish labor, materials, inspections, supervision, etc., necessary for a turnkey installation and operation of the equipment specified herein. Work includes furnishing all items and accessories required or necessary for the correct operation of the equipment as shown on plans and/or specified herein exception of those items noted within this specification as being provided by others.

D. Related Sections

1. Section 08 71 00 Door Hardware

2. Section 21 00 00 Fire Suppression

3. Section 26 00 00 Electrical (including related sub-sections)

4. Section 28 00 00 Electronic Safety and Security

5. Section 28 05 13 Wire and Cable

6. Section 28 10 00 Electronic Access Control System

7. Section 28 20 00 Electronic Access Control and Intrusion Detection

8. Section 28 21 29 Data Communications Switches and Hubs

9. Section 28 23 00 Video Management System

10. Section 28 23 13 Indoor IP Cameras

11. Section 28 23 23 Outdoor IP Cameras

12. Section 28 23 33 Multisensor Cameras

13. Section 28 50 00 Security Communication System

14. Section 28 60 00 Security Rack, Console and Equipment

1.3 ACTION SUBMITTALS

A. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details.

1.4 REFERENCES

A. American National Standards Institute (ANSI): ANSI/TIA/EIA 568 - Commercial Building Telecommunications Cabling Standard.



July 2, 2019 – BID

B. International Organization for Standards (ISO): ISO 9001 - Quality Management Systems – Requirements.

1.5 SCOPE OF WORK

A. The video intercom system shall include the following as depicted on the security drawings.

1. Video intercom master station(s)

2. Audio only intercom master station(s)

3. Video door substation(s)

4. Audio only substation(s)

5. Speaker(s)

6. Volume control(lers)

7. Amplifiers

8. Microphone

1.6 DESCRIPTION OF WORK

A. General Requirements

1. Furnish all labor, materials, tools, equipment, and services for a complete security system as indicated and in accordance with provisions of the contract documents.

2. Although such work is not specifically indicated, furnish and install all supplementary or miscellaneous items, and devices incidental to or necessary for a sound, secure and complete installation.

3. Comply with the provisions of Division 1 for General Requirements.

a. In the event of a conflict between the provisions of this Section and Division 1, the more stringent provisions shall apply.

4. All system devices and components included shall be compatible.

5. Units of the same type of equipment shall be products of a single manufacturer. All material and equipment shall be new and currently in production. Each major component of equipment shall have the manufacturer's model and serial number in a conspicuous place.

B. The Work of this Section is shown on the following Drawings:

1. Security Drawings

2. Architectural Drawings and Specifications

3. Electrical / Mechanical / Telecommunications specifications and plans.

1.7 SYSTEM DESCRIPTION

B. General: IP video security communication system.

1. The video intercom system shall be provided as indicated in the Contract Drawings.

2. The system shall be capable of having multiple control units and/or IP direct masters and video door stations. Master stations and substations shall be installed in the locations as scheduled, indicated or required for complete installation.



July 2, 2019 – BID

3. The supplied system shall be an Ethernet based solution.

4. All exterior communication equipment shall have lightning protection.

5. Installed separately from conventional general-purpose internal communications systems, the system shall be used as a video door entry system, emergency announcement system, rescue assistance system, urgent call system, public announcement system, and access control system as scheduled, indicated or required.

6. The system shall have the ability to roll over any video intercom door station call to any video intercom master station within the complete system. This system functionality shall be flexible and configurable by system programming and not rely upon physical wiring connections.

7. The system shall include remote door unlocking capability from the master station.

8. A full range of control unit functions, including basic conversation, shall be capable: call forwarding, scan monitoring, emergency call, priority call, video audio recording, paging, and zone paging as scheduled, indicated or required.

9. Types of sub stations:

a. Vandal resistant,

b. Handset indoor use,

c. Flush, surface, tower mounts as scheduled, indicated or required.

10. Types of speakers:

a. In-ceiling mounted,

b. Vandal resistant, or provided with a vandal resistant grille,

c. Volume controlled

d. Include a microphone for 2-way communication and audio monitoring.

i. The microphone shall be configured to be activated or deactivated based on user requirements.

11. The system can be used in combination with CCTV, access control, an emergency broadcast system, scheduled chime distribution system, or other security equipment. This creates a more effective security communication system and ensures a higher level of safety, security, and convenience in each application.

C. System Capacity:

1. Video, Audio, and Data Logging:

a. PC archives.

b. Record video and audio from door stations.

2. Master Station Flexibility:

a. Pan-tilt zoom and wide video monitoring function.

b. Master station with display for operation and video monitoring.

c. Hands-free or handset audio communication.

3. Outside Line Communication:



July 2, 2019 – BID

a. One telephone line, call transfer to up to three telephone numbers.

b. Door and room sub stations to outside telephone line communication.

4. Internal Audio file for prerecorded message announcement or notification:

a. Up to 15 audio files can be uploaded to the system.

b. Up to 20 sequences per day for scheduled announcement.

5. External Audio Input:

a. Multiple activation inputs with 2 audio inputs for external source distribution.

6. Audio Distribution Scheduling:

a. Up to 1 year scheduling for calendar schedule.

b. Up to 20 daily events can be programmed.

c. Individual scheduled activation can also be set one time or daily.

D. System Functions:

1. Call-Related Functions:

a. Video Door Station Call: A designated group of master stations can be called from any video door station; any designated master can answer the call. 170 degrees minimum view from the door station camera can be viewed from the master station, and zoom and pan/tilt operations are functional.

b. Sub Station Call: A designated group of master stations can be called from any substation; any designated master can answer the call. External speaker and emergency call button can also be added.

c. Group Call/All Call: A designated group of up to the full capacity of the system with any mix of master stations and door stations can be called from a master station. System needs to be pre-programmed to function.

2. Transfer-Related Function:

a. Call (Communication) Transfer: A master station can transfer a conversation to any master station within the system.

3. Call Forwarding-Related Functions:

a. Call Forwarding: Incoming calls can be automatically forwarded to another receiving station or telephone. The receiving station number or telephone number can be registered at the original forwarding station. Unit number will be assigned to each telephone number.

b. Time-Based Call Forwarding: All incoming calls to the original station can be automatically rerouted to a designated master station or telephone number during a specific period of the day.

c. No Answer Call Forwarding: Calls to the original station are automatically rerouted to a designated receiving station if the called party does not respond within a preset period of time.

4. Monitoring-Related Functions:



July 2, 2019 – BID

a. Monitoring: Any door, room or substation can be monitored from a master station. A master station can also disable this function if monitoring is not necessary.

b. Scan Monitoring: Any pre-programmed door stations or room sub stations can be monitored.

c. Audio Monitoring: Any speaker can open a call connection if that sound volume exceeds a certain threshold level.

5. Paging-Related Functions:

a. Zone Paging: Permits paging of individual zones, established by combining multiple master stations, door stations, and room sub stations with or without public address system equipment.

b. Pre-Recorded Audio File Paging: Pre-recorded audio file or outside sound sources can be distributed to pre-programmed paging zones.

6. Priority Call-Related Functions:

a. Priority Call: Any call from the master station or substation can be pre-programmed with priority level based on normal call, priority call, and urgent call. Urgent call will have the highest priority within individual calls.

b. Emergency Paging: Emergency-paging calls can be made to pre-programmed paging zones. Emergency paging will have the highest priority level. Paging can also be pre-programmed with priority level based on normal call, priority call, and urgent call. Urgent call will have the highest priority.

7. Telephone-Related Functions:

a. Outgoing Telephone Calls: Outside telephone lines can be connected to the system, permitting calls from room subs and doors to be forwarded to an outside telephone line.

b. Pre-Recorded Audio File Paging Via Telephone: Pre-recorded audio file can be distributed to programmed paging zones or stations via the telephone.

c. Time-Based Outside Line Call Forwarding: Three telephone numbers can be pre-programmed to be forwarded if the called party does not respond within a preset period of time.

8. Scheduled Pre-Recorded Audio File Paging:

a. Scheduled Paging and Bell: Paging or bell schedules can be programmed onto daily, weekly or yearly calendar.

1.8 SUBMITTALS

A. Product Data: Manufacturer's data sheets on each product to be used, including.

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

B. Shop Drawings: Submit the following:

1. Wiring Diagrams: Indicate wiring for each item of equipment and interconnections



July 2, 2019 – BID

between items of equipment.

2. Include manufacturer's names, model numbers, ratings, power requirements, equipment layout, device arrangement, complete wiring point-to-point diagrams, and conduit layouts.

C. Installation and Operation Manuals:

1. Submit manufacturer's installation and operation manual, including operation instructions and component wiring diagrams.

2. Provide detailed information required for Owner to properly operate equipment.

D. Warranty: Submit manufacturer's standard warranty.


A. Manufacturer Qualifications: ISO 9001:2008 certified company.

B. Installer Qualifications: Minimum 2 years experience installing similar equipment and manufacturer's certification is recommended.

1.10 DELIVERY, STORAGE, AND HANDLING

A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying product name and manufacturer.

B. Storage: Store materials in clean, dry area indoors in accordance with manufacturer's instructions.

C. Handling: Protect materials during handling and installation to prevent damage.


A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Intercom

1. Commend USA

2. Aiphone Corporation

3. Axis Communications

4. Or Approved Equal

2.2 PRODUCTS:

A. Video Intercom and Paging System:

1. Control unit

2. Master intercom station

3. Video door station(s) and associated backbox(es), if required

4. Heater and thermostat for the exterior mounted video door station(s), if required



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5. Microphone

6. Speakers

7. Volume control

8. Power supply

9. Rack tray

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas to receive video security communication system.

B. Notify Architect of conditions that would adversely affect installation or subsequent use.

C. Do not begin installation until unacceptable conditions are corrected.

3.2 INSTALLATION

A. Install video security communication system in accordance with manufacturer's instructions at locations indicated on the Drawings.

B. Mount equipment plumb, level, square, and secure.

C. CAT-5e/6 Cables:

1. Run cables from and homerun to one central location where the control unit will be installed.

2. Maintain twists of cable pairs to point of termination or no more than 0.5 inch (13 mm) untwisted.

3. Do not remove more than 1 inch (25 mm) of jacket when terminating cables.

4. Cable Bends:

a. Make gradual bends of cable, where necessary.

b. Do not make bends of cable sharper than 1-inch (25 mm) radius.

c. Do not allow cable to be sharply bent or kinked at any time.

5. Cable Ties: Dress cables neatly with cable ties using low to moderate pressure.

6. Cross-connect cables, where necessary, using CAT-5e rated punch blocks and components.

7. Do not splice or bridge cables.

8. Cable Pulling:

a. Pull cable with low to moderate force.

b. Do not use oil or other lubricants not specifically designed for cable pulling.

9. Keep cables as far away from potential sources of EMI as possible.

10. Do not tie cables to electrical conduits or lay cables on electrical fixtures.

11. Cable Supports:

a. Install proper cable supports a maximum of 5 feet (1524 mm) apart.



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b. Do not support cables by ceiling tiles.

12. Label Cable Termination Points: Use unique number for each cable segment.

13. Testing Cables: Test installed cable segments with cable tester.

14. Jacks: Install jacks to prevent dust and other contaminants from settling on contacts.

15. Cable Slack:

a. Leave extra slack on cables, neatly coiled-up in ceiling or nearest concealed place.

b. Leave a minimum of 1 foot (305 mm) of cable slack at door station side and a minimum of 10 feet 3048 mm) of cable slack at CEU side.

16. Do not install cables taught.

17. Grommets: Protect cables with grommets where passing through metal studs or other items that could damage cables.

18. Do not mix TIA/EIA 568A and 568B wiring on same installation. Use TIA/EIA 568B wiring throughout installation.

19. Staples:

a. Do not use staples that crimp cables tightly.

b. Do not use T-18 and T-25 cable staples.

20. Use firestopping for cables that penetrate firewalls.

21. Use plenum-rated cables where mandated.

3.3 ADJUSTING

A. Adjust integrated security and communication system for proper operation in accordance with manufacturer's instructions.

3.4 DEMONSTRATION AND TRAINING

A. Demonstration:

1. Demonstrate that integrated security and communication system functions properly.

2. Perform demonstration at final system inspection by qualified representative of manufacturer.

B. Instruction and Training:

1. Provide instruction and training of Owner's personnel as required for operation of integrated security and communication system.

2. Provide hands-on demonstration of operation of system components and complete system, including user-level program changes and functions.

3. Provide instruction and training by qualified representative of manufacturer.

3.5 PROTECTION

A. Protect installed integrated security and communication system from damage during construction.



July 2, 2019 – BID
