DESIGN AND CONSTRUCTION GROUP THE … 05... · 2018-03-15 · design and construction. typical wall...

Updated 07/28/2015

Printed 03/15/2018 of 2 Project No. 45140 C, H, P, E

DESIGN AND CONSTRUCTION GROUP

THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA

ALBANY, NY 12242

ADDENDUM NO. 5 TO PROJECT NO. 45140

CONSTRUCTION WORK, HVAC WORK, PLUMBING WORK AND ELECTRICAL WORK

PROVIDE ENCLOSED FIRING RANGE

SING SING CORRECTIONAL FACILITY

354 HUNTER STREET

OSSINING, NY

March 15, 2018

NOTE:This Addendum forms a part of the Contract Documents. Insert it in the Project Manual.

Acknowledge receipt of this Addendum in the space provided on the Bid Form.

CONSTRUCTION WORK DRAWINGS

1. Revised Drawing:

a. Drawing No. S-502, noted “REVISED DRAWING 03.12.2018” accompanies this

addendum and supersedes the same numbered originally issued drawing.

2. Drawing No. A-220:

a. BUILDING 143 - RANGE EQUIPMENT LONGITUDINAL SECTION: Concrete slab

thickness changed to 5”.


a. BUILDING 143 – SOUND ATTENUATION SECTIONS: Guard light (typ) description

changed from “3/8” AR500 Steel” to “8 Ga Galv. steel”.


a. BUILDING 143 – SOUND ATTENUATION DETAILS: Add the following note:

“Provide 8 (eight) 42-foot long 8 Ga galvanized steel light guards and 15 (fifteen) 38-foot

long 8 gauge galvanized steel light guards”.


a. BUILDING 143 – SOUND ATTENUATION DETAILS: Double-tee flange thickness

changed to 4” concrete and overlay changed to 2” concrete.

CONSTRUCTION WORK SPECIFICATIONS

6. SECTION 075323 ADHERED EPDM ROOFING SYSTEM:

a. Replace 2.10.B.2 with “Interply Adhesive: Membrane manufacturer’s cold process

modified adhesive. Asphalt content: 42 percent ASTM D 4479-93”.

ADDENDUM NO. 5 TO PROJECT NO. 45140 March 15, 2018

Created 05/19/2009

Edited and/or Printed 03/15/2018 of 2 Project No. 45140-C, H, P, E

ELECTRICAL WORK DRAWINGS

7. Drawing No. E-101:

a. BUILDING 143 – ELECTRICAL SITE PLAN: New utility pole: Provide minimum 45’-

0” CL dead end riser pole with triple crossarms.

8. Added Drawing:

a. Drawing E-504, dated 03.13.2018 accompanies this Addendum and forms part of the

Contract Documents.

END OF ADDENDUM

Margaret F. Larkin

Executive Director

Design and Construction

TYPICAL WALL AT LEAD WASTESTORAGE ROOM PIER P-2 - NTS

TYPICAL ROOFTOP AIR HANDLERPENETRATION SECTION - NTS

TYPICAL HIGH/LOW ROOF INTERFACESECTION - NTSTYP FLOOR NOTCH AT

BULLET TRAP DETAIL - NTS

TYP WALL NOTCH ATBULLET TRAP DTL - NTS

STORAGE ROOM/ELEVATOR STAIRTOWER ROOF SECTION-NTS

TYP RANGE SIDEWALLWALL SECTION - NTS

TYP RANGE ENDWALLWALL SECTION - NTS

TYP ARMOR PLATESUPPORT SECTION - NTS

TYP ARMOR PLATESUPPORT SECTION - NTS

EMBEDDED WELD PLATESDETAIL "1"- NTS

EMBEDDED WEB WELD PLATESDETAIL "2"- NTS

EMBEDDED TEE EDGEWELD PLATES DETAIL "3"- NTS

45140

LiRo Engineers, Inc.

3 Aerial Way, Syosset, New York

DESIGN & CONSTRUCTION

C

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S502

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1

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S502

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2

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S502

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4

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S502

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5

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D

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PARAPET EL. 146'-9 1/2"

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12" INSUL PC WALL PANEL

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#6 TIES-SPACE AS SHOWN

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5" CONC FLOOR SLAB W/ 1 LAYER 6x6 W4.0/W4.0 WELDED WIRE FABRIC ON 6" SUBBASE COURSE TYPE 2

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RANGE FLOOR EL. 128'-8"

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PARAPET EL. 146'-9 1/2"

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W 8x40

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F

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E

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D

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W 8x40

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GUTTER AND DOWN SPOUT-SEE DWG A-010

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6" x 4" 14 GA. POUR STOP (TYP.)

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W 8x40

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3' x 3' x 1'-6' FTG. W/ 5-#6 BARS EA. WAY BOTTOM

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4 - #6 BARS VERTICAL

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10DT24+2 26" DOUBLE ROOF TEE

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25.25" x 122.5" ROOF PENETRATION - CUT AFTER ALL TEE DEAD LOADS ARE IN PLACE

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FAU-1 AIR HANDLER- SEE H CONTRACT DWGS

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NTS

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RT-1 ROOF SEE ARCH DWG. A-000

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ROOF CURB- FURNISHED BY H CONTRACT

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EXTEND EPDM ROOF MEMBRANE UP SIDE OF CURB FULL HEIGHT ALL AROUND (TYP)

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KNEE WALL- 1" CEMENTITIOUS ACOUSTIC BOARD ON 12 GA. 3 5/8" METAL STUDS @ 16" O.C.

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SEE ARCHITECTURAL ROOFING DETAIL 2 ON DWG. A-511

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2 ROWS OF METAL FURRING CHANNELS W/ 3" ROCK WOOL INSUL. BETWEEN (TYP)

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FASTEN 25 GA. FURRING CHANNELS TO UPPER AND LOWER ROOF TEES W/ 3/16" x 1 3/4" ACORN SLOTTED HWH TAPCON ANCHORS @ 16" O.C. TOP & SIDE (TYP.)

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5" SLAB EL. 128'-8"

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#4 BENT BARS @ 24" O.C.24" O.C.

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CONST JOINT

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SEE BULLET TRAP DETAIL DWG. A-320

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4" WIDE x 1" DEEP NOTCH IN PC WALL PANEL

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FROM INSIDE FACE/BACK WALL

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6" CONC DECK EL. 141'-9 1/2"

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COPING - SEE ARCH 3-A 300

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PIER P-2 SEE BASE PLATE DETAIL S-501

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STC 65

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S502

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6

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TOP/ ROOF DECK EL. 142'-8"

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W8x28 W/1/2"x 8"x 10" SHEAR PLATE W/2) L4x4x1/2" CLIP ANGLES. USE 3/4"A-325 HS BOLTS (TYP. 4 LOC'NS)

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TOP/ PARAPET WALL (BEYOND)

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12" INSUL PC WALL PANEL- SEE PLAN

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10" PC WALL TO U/S OF DECK

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T/LANDING EL. 143'-7"

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T/FIN FLOOR EL. 128'-8"

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W8x15 HOIST BEAM W/1/2"x 6"x 10" SHEAR PLATE W/2) L4x4x1/2" CLIP ANGLES. USE 3/4" A-325 HS BOLTS (TYP 2 LOC'NS)

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6x4 POUR STOP (TYP)

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T/FIN FLOOR EL. 114'-6"

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T/HIGH ROOF DECK EL. 153'-8"

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6" CONC ROOF SLAB ON 3" TYPE N22 0.0295" THICK (S=0.382 IN/FT) G-90 GALV. MTL. DECK

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10' PC WALL PANEL

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1/2" THICK BEARING PLATE

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REINF CORBEL SIZE PER PANEL MANUFACTURER

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2" POURED CONC ROOF DECK

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10DT24+2 PRECAST 26" ROOF TEE TYP.

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12" CONC FDN WALL

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5" CONC FLOOR SLAB W/ 1 LAYER 6x6 W4.0/W4.0 WELDED WIRE FABRIC AND 15 MIL VAPOR BARRIER ON 6" COMPACTED SUBBASE COURSE TYPE 2

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SHIM AND GROUT

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#6 BARS CONT.

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#6 BENT BARS @ 12" OC

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2" INSUL BOARD (TYP.) SEE ARCH.

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WELD PLATES AT EACH PANEL AND FDN PER PANEL MFR.

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#6 BARS @ 12" O.C.

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# 6 BARS CONT.

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HIGH ROOF

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ROOF INSULATION (MIN 6")

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12" CONC FDN WALL

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SHIM AND GROUT

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#6 BARS CONT.

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#6 BENT BARS @ 12" OC

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2" INSUL BOARD (TYP.) SEE ARCH.

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S502

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3

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#6 BARS @ 12" O.C.

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# 6 BARS CONT.

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HIGH ROOF

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B

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W 18

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1/2" x 8" x 18" STEEL BEARING PLATE

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1" DIA. x 12" EPOXY ANCHOR ROD (2 PER PLATE) TO CORBEL

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S502

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7

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1,000 LB. SCREW ON TYPE BEAM CLAMPS (48" O.C.)

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ATTACH TO BULLET TRAP STEEL PLATE AND AR-500 STEEL BAFFLES-SEE DWG. A-230

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C BEAM

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L

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TOP/CORBEL VARIES- SEE PLAN

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ADJUST BEAM SPACING TO ALLOW TEE(S) TO CLEAR BASE PLATE. CENTER BEAM CLAMPS AND HANGER WIRES TO SUIT

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10DT24+2 PRECAST 26" ROOF TEE (TYP.)

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NOTE: ALIGN AND ADJUST BAFFLES AND STEEL PLATES AFTER DEAD IS IN PLACE

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S502

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8

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S502

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8

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EMBEDDED WELD PLATES-FIELD WELD IN PLACE. SEE DETAIL "1" THIS SHEET

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EMBEDDED WEB WELD PLATES-FIELD WELD IN PLACE. SEE DETAIL "2" THIS SHEET

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EMBEDDED SLAB EDGE WELD PLATES-FIELD WELD IN PLACE. SEE DETAIL "3" THIS SHEET

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2'

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L 6" x 4" x 1/2" CONT LLH.- WELD TO EMBEDDED PLATES AFTER ERECTION

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8" x 8" x 1/2" EMBEDDED PLATE W/ 4) 1" x 4" ANCHORS @ 2'-6" O.C. IN PC WALL PANEL (3 PER PANEL)

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8" x 8" x 1/2" EMBEDDED PLATE W/4) 1"x 4" ANCHORS @ 2'-6" O.C. IN 10DT24+2 PRECAST ROOF TEE

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TYP.

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7/16"

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8" x 8" x 1/2" EMBEDDED PLATE W/4) 1" x 4" ANCHORS IN PC WALL PANEL CORBEL- PLACE AT EACH TEE WEB LOCATION

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3 SIDES TYP.

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7/16"

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L 6" x 4" x 1/2" x 3" LONG LLH. WELD TO EMBEDDED PLATES AFTER ERECTION

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8" x 3" x 1/2" EMBEDDED PLATE W/ 2) 1" x 4" ANCHORS IN PC ROOF TEE

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8" x 8" x 1/2" EMBEDDED PLATE W/4) 1" x 4" ANCHORS @ 2'-6" O.C. IN PC WALL PANEL (3 PER PANEL TYP.)

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L 6" x 4" x 1/2" x CONT. LLH. - WELD TO EMBEDDED PLATES AFTER ERECTION

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TYP.

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7/16"

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8" x 8" x 1/2" EMBEDDED PLATE W/4) 1" x 4" ANCHORS @ 2'-6" O.C. IN PC ROOF TEE

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HI ROOF EL. 142'-3 1/2"

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PARAPET EL. 146'-9 1/2"

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HI ROOF EL. 142'-3 1/2"

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6" CONC ROOF SLAB ON 3" TYPE N22 0.0295" THICK (S=0.382 IN/FT) MTL. DECK

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STAIRS-SEE DWG. S-504

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STAIRS-SEE DWG. S-504

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15 MIL VAPOR RETARDER ON COMPACTED SUB GRADE (TYP.)

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4 #4 BARS CONTINUOUS

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6 x 6 x W4.0 x W4.0 WELDED WIRE FABRIC

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R=20FT KIPS/FT

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R=20FT KIPS/FT

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R=20FT KIPS/FT

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R=20FT KIPS/FT

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R=20FT KIPS/FT

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4" x 8" x 1/2" BEARING PLATE (TYP.)

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POSITION PLATE, DRILL AND ADHERE ANCHORS AFTER DEAD LOAD IS IN PLACE (TYP.)

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5" CONC FLOOR SLAB W/ 1 LAYER 6x6 W4.0/W4.0 WELDED WIRE FABRIC AND 15 MIL VAPOR BARRIER ON 6" COMPACTED SUBBASE COURSE TYPE 2

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1'-0"X 1'-0" TYPE 2 PIER- SEE DWG S-501 FOR BASE PL

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COVER OUTSIDE FACE WITH 5/8" GLASS MAT GYP. SHEATHING

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LOW ROOF EL. 139'-8 1/2"

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HIGH ROOF EL. 142'-3 1/2"

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WELD PLATES AT EACH PANEL AND FDN PER PANEL MFR.

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W 10x45 W/1/2"x 8"x 12" SHEAR PLATE W/2) L4x4x1/2" CLIP ANGLES. USE 3/4" A-325 HS BOLTS (TYP. 8 LOC'NS)

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W 18

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10' PC WALL PANEL

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12" INSUL PC WALL PANEL- SEE PLAN

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#4 BARS TO CONC SLAB-SEE DTL. 1 THIS SHEET

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#4 BARS TO CONC SLAB-SEE DTL.3 THIS SHEET

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5

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5

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5

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#4 BENT BARS @ 3'-9" & 6'-3" IN PC WALL PNL TO SLAB (2 PER PANEL)

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4'

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5

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2'

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#4 BENT BARS @ 3'-9" & 6'-3" IN PC WALL PNL TO SLAB (2 PER PANEL)

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4'

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5

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5

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NOTE: PROVIDE PRECAST CONCRETE SYSTEM MEETING THE GIVEN LOADS ON THE DRAWINGS AND IN ACCORDANCE WITH SPECIFICATIONS 034100 AND 034113. CONTRACTOR AND HIS PRECAST CONCRETE MANUFACTURER SHALL DEMONSTRATE THAT THE CONNECTIONS TO RESIST THE LOADS ACCOUNT FOR ALL ANTICIPATED LOADS IN THE DESIGN OF THE CONNECTION INCLUDING BUT NOT LIMITED TO THERMAL EXPANSION/CONTRACTION, SEISMIC, WIND AND CYCLICAL/FATIGUE FOR THEIR SPECIFIC PRECAST SYSTEM.

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WARNING:

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FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE

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NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

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ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

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UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

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AND IS A CLASS 'A' MISDEMEANOR.

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PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

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THE ALTERATION OF THIS MATERIAL IN ANY WAY,

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CLIENT:

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CONTRACT:

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TITLE:

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LOCATION:

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SHEET TITLE:

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DESIGNED BY:

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PROJECT

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DRAWN BY:

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DRAWING NUMBER:

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FIELD CHECK:

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APPROVED:

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SHEET OF

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MARK

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DATE

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DESCRIPTION

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-

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NUMBER:

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SING SING CORRECTIONAL FACILITY

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354 HUNTER STREET

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OSSINING, NEW YORK

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DEPARTMENT OF CORRECTIONS

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AND COMMUNITY SUPERVISION

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3/12/2018

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ADDENDUM #5

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CONSULTANT

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36x24 PLOT SHEET

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6/29/2017

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65% SCHEMATIC

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10/30/2017

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100% SUBMISSION

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12/12/2017

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FINAL SUBMISSION

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CONSTRUCTION

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BUILDING 143 -

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STEEL AND ROOF

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SECTIONS

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S-502

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29

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107

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B. HUTTEMAN

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J. KOHLER/A. KELLY

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TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THE DRAWINGS AND SPECIFICATIONS, WHICH COMPRISE THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT, ARE IN COMPLIANCE WITH THE 2016 NEW YORK ENERGY CODE.

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ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE:

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5

DESIGN & CONSTRUCTION

LiRo Engineers, Inc.

3 Aerial Way, Syosset, New York

COMMUNICATION SYSTEM DETAIL1

E-504

5

PORTABLE PA SYSTEM DETAIL2

E-504

5

5

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WARNING:

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FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE

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NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

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ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

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UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

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AND IS A CLASS 'A' MISDEMEANOR.

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PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

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THE ALTERATION OF THIS MATERIAL IN ANY WAY,

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CLIENT:

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CONTRACT:

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TITLE:

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LOCATION:

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SHEET TITLE:

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DESIGNED BY:

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PROJECT

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DRAWN BY:

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DRAWING NUMBER:

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FIELD CHECK:

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APPROVED:

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SHEET OF

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MARK

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DATE

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DESCRIPTION

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-

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NUMBER:

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CONSULTANT

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36x24 PLOT SHEET

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ENERGY CODE.

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PROJECT, ARE IN COMPLIANCE WITH THE 2016 NEW YORK

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JUDGEMENT, THE DRAWINGS AND SPECIFICATIONS, WHICH

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COMPROMISE THE CONSTRUCTION DOCUMENTS FOR THIS

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TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL

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%%UENERGY CONSERVATION CONSTRUCTION

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%%UCODE OF NEW YORK STATE:

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SING SING CORRECTIONAL FACILITY 354 HUNTER STREET OSSINING, NY

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DEPARTMENT OF CORRECTIONS AND COMMUNITY SUPERVISION

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45140

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ELECTRICAL

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E

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P. BELAVUS

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P. BELAVUS

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BUILDING 143 - PA & COMMUNICATION SYSTEMS DETAILS

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E-504

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----

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----

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R. BLANCH

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SCALE: NONE

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RECEPTACLE FOR PA & COMMUNICATION SYSTEMS BATTERY CHARGING. REFER TO DRAWING E-105 FOR RECEPTACLE LOCATION.

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PROVIDE EIGHT (8) PELTOR PELTOR MT16H21FWS5U-584 WS (OR EQUAL) WIRELESS HIGH NOISE COMMUNICATION HEADSETS FOR SHOOTERS. HEADSETS TO BE STORED IN STORAGE ROOM 202 WHEN NOT IN USE.

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PROVIDE ONE(1) PELTOR LITE COM PLUS PELTOR LITE COM PLUS MT7H7A4612-NA-CA (OR EQUAL) 2-WAY (OR EQUAL) 2-WAY 2-WAY 2-WAY RADIO WIRELESS HIGH NOISE COMMUNICATION HEADSET FOR THE RANGE SAFETY OFFICER. HEADSET TO BE STORED IN STORAGE ROOM 202 WHEN NOT IN USE.

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03/13/2018

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ADDENDUM #5

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NOTE: RANGE SAFETY OFFICER WIRELESS COMMUNICATION: A. THE RANGE SAFETY OFFICER (RSO) COMMUNICATION SYSTEM SHALL PROVIDE EQUIPMENT THE RANGE SAFETY OFFICER (RSO) COMMUNICATION SYSTEM SHALL PROVIDE EQUIPMENT FOR THE RSO'S TO SPEAK WITH THE SHOOTERS OVER A WIRELESS SYSTEM. THE EARPIECES AND MICROPHONE FOR THE SYSTEM SHALL BE FITTED INTO A HIGH PERFORMANCE HEARING PROTECTION HEADSET. THE RESULTING HEADSET SHALL STILL BE LIGHT IN WEIGHT AND AFFORD FULL HEARING PROTECTION.

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RECEPTACLE FOR PA & COMMUNICATION SYSTEMS BATTERY CHARGING. REFER TO DRAWING E-105 FOR RECEPTACLE LOCATION.

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SCALE: NONE

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FRONT PANEL

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CONTROL PANEL

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9V BATTERY OPERATED TRANSMITTER

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"OVER THE EARS" NOISE CANCELING MICROPHONE.

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RECEIVER

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BATTERY. RECHARGE BATTERY AFTER EACH USE AND DURING EXTENDED STORAGE PERIODS.

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SPEAKER

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NOTE: 1. PA SYSTEM TO BE STORED IN STORAGE ROOM 202 WHEN NOT IN USE. PA SYSTEM TO BE STORED IN STORAGE ROOM 202 WHEN NOT IN USE. 2. PROVIDE PA SYSTEM AS PER SPECIFICATION SECTION 275116.PROVIDE PA SYSTEM AS PER SPECIFICATION SECTION 275116.

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CENTRAL CONSOLE AND CHARGING STATION

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