DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON … 01 C.pdf · CONSTRUCTION WORK REPLACE ROOFS BUILDING NOS. 13, 56 AND 126 COLLINS CORRECTIONAL FACILITY MIDDLE ROAD COLLINS, NEW

Updated 07/28/2015

Printed 03/18/2016 Page 1 of 1 Project No. 45070-C

DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA ALBANY, NY 12242

ADDENDUM NO. 1 TO PROJECT NO. 45070

CONSTRUCTION WORK

REPLACE ROOFS

BUILDING NOS. 13, 56 AND 126

COLLINS CORRECTIONAL FACILITY

MIDDLE ROAD

COLLINS, NEW YORK 14034-0490

March 17, 2016

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.

CONTRACTING REQUIREMENTS

1. Page 007306-1, Sub-Paragraph 9.8.1, Change “Section 074113 and 075323” to “Section 074113, 075323,

and 084500”.

SPECIFICATION GROUP

1. SECTION 086400 SKYLIGHTS: Discard the Section bound in the Project Manual.

2. SECTION 084500 TRANSLUCENT WALL AND ROOF PANEL ASSEMBLIES: Add the accompanying

Section (pages 084500-1 through 084500-6) to the Project Manual.

DRAWINGS

3. Revised Drawings:

a. Drawing A-102, noted “REVISED DRAWING” and dated “03/09/2016” accompany this

Addendum and supersedes the same numbered originally issued drawing and forms part of the

Contract Documents.

4. Revised Drawings:

a. Drawing A-503, noted “REVISED DRAWING” and dated “03/09/2016” accompany this

Addendum and supersedes the same numbered originally issued drawing and forms part of the

Contract Documents.

END OF ADDENDUM

Margaret F. Larkin

Executive Director

Design and Construction

Updated 01/27/2010

Printed 3/18/2016 084500 - 1 Project No. 45070-C

SECTION 084500

TRANSLUCENT WALL AND ROOF PANEL ASSEMBLIES

PART 1 GENERAL

1.01 RELATED WORK SPECIFIED ELSEWHERE

A. Rough Carpentry: Section 061000

B. Preformed Metal Roofing and Siding: Section 074113

C. Flashing and Trim: Section 076000

D. Joint Sealers: Section 079200

1.02 SUBMITTALS

A. Shop Drawings: Show fabrication details and connections to adjacent Work.

B. Product Data: Manufacturer's catalog sheets, specifications, and installation

instructions for each item specified.

C. Contract Closeout Submittals:

1. Maintenance Data: Deliver 2 copies, covering the installed products, to

the Director's Representative.

1.03 QUALITY ASSURANCE

A. Manufacturer's Qualifications

1. Material and products shall be manufactured by a company continuously

and regularly employed in the manufacture of specified materials for a

period of at least ten consecutive years and which can show evidence of

those materials being satisfactorily used on at least six projects of

similar size, scope and location. At least three of the projects shall have

been in successful use for ten years or longer.

2. Panel system must be listed by an ANSI accredited Evaluation Service,

which requires quality control inspections and fire, structural and water

infiltration testing of sandwich panel systems by an accredited agency.

3. Quality control inspections shall be conducted at least once each year

and shall include manufacturing facilities, sandwich panel components

and production sandwich panels for conformance with AC177

“Translucent Fiberglass Reinforced Plastic (FRP) Faced Panel Wall,

Roof and Skylight Systems” as issued by the ICC-ES.

Updated 01/27/2010


B. Installer’s Qualifications: Installation shall be by an experienced installer, which

has been in the business of installing specified skylight systems for at least two

consecutive years and can show evidence of satisfactory completion of projects

of similar size, scope and type.

1.04 PERFORMANCE REQUIREMENTS

A. The manufacturer shall be responsible for the configuration and fabrication of

the complete skylight panel system.

1. When requested, include structural analysis data signed and sealed by

the qualified professional engineer responsible for their preparation.

2. Standard skylight system shall have less than 0.01 cfm/ft² air leakage by

ASTM E 283 at 6.24 PSF (50 mph) and no water penetration by ASTM

E 331 at 15 PSF; and structural testing by ASTM E 330.

3. Structural Loads; Provide skylight system capable of handling the

following loads:

a. Refer to drawing G-101 for code and structural information.

1.05 DELIVERY STORAGE AND HANDLING

A. Deliver panel system, components and materials in manufacturer's standard

protective packaging.

B. Store panels on the long edge; several inches above the ground, blocked and

under cover in accordance with manufacturer's storage and handling instructions.

1.06 WARRANTY

A. Special Warranty: The one year period required by Paragraph 9.8 of the General

Conditions is extended to 2 years for the work of this Section. Refer to

Supplementary Conditions.

B. Manufacturer’s Warranty: In addition to the 2 year period specified above,

furnish the manufacturer’s printed 10 year warranty for the Work of this section.

1. The warranty shall include but not be limited to; infiltration, leakage

water penetration, excessive deflection, deformation, hardware,

fasteners, weatherstripping, finish durability (surface crazing, peeling,

discoloration, blistering, or powdering), and other defects which would

impair the aesthetic or performance properties or other components of

the Work.

Updated 01/27/2010


PART 2 PRODUCTS

2.01 MANUFACTURER

A. The Basis-of-Design Product: Subject to compliance with requirements, provide

products manufactured by Kalwall Corporation., or approved equal.

2.02 PANEL COMPONENTS

A. Face Sheets

1. Translucent faces: Manufactured from glass fiber reinforced thermoset

resins, formulated specifically for architectural use.

a. Thermoplastic (e.g. polycarbonate, acrylic) faces are not

acceptable.

b. Face sheets shall not deform, deflect or drip when subjected to

fire or flame.

2. Interior face sheets:

a. Flame spread: Underwriters Laboratories (UL) listed, which

requires periodic unannounced retesting, with flame spread

rating no greater than 25 and smoke developed no greater than

250 when tested in accordance with UL 723.

b. Burn extent by ASTM D 635 shall be no greater than 1”.

3. Exterior face sheets:

a. Color stability: Full thickness of the exterior face sheet shall not

change color more than 3 CIE Units DELTA E by ASTM D

2244 after 5 years outdoor South Florida weathering at 5° facing

south, determined by the average of at least three white samples

with and without a protective film or coating to ensure long-term

color stability. Color stability shall be unaffected by abrasion or

scratching.

b. Strength: Exterior face sheet shall be uniform in strength,

impenetrable by hand held pencil and repel an impact minimum

of 230 ft. lbs. without fracture or tear when impacted by a 3-1/4”

diameter, 5 lb. free-falling ball per UL 972.

4. Appearance:

a. Exterior face sheets: Smooth, .052 thick Hi-Impact and White in

color.

b. Interior face sheets: Smooth, .045 thick and White in color.

c. Face sheets shall not vary more than ± 10% in thickness and be

uniform in color.

Updated 01/27/2010


B. Grid Core

1. Thermally Broken I-beam grid core shall be of 6063-T6 or 6005-

T5 alloy and temper with provisions for mechanical interlocking of

muntin-mullion and perimeter. Width of I-beam shall be no less than

7/16”. Panels without structural grid will not be allowed.

2. I-beam Thermal break: Minimum 2”, thermoset fiberglass

composite.

C. Laminate Adhesive

1. Heat and pressure resin type adhesive engineered for structural

sandwich panel use, with minimum 25-years field use. Adhesive shall

pass testing requirements specified by the International Code Council

“Acceptance Criteria for Sandwich Panel Adhesives”.

2. Minimum tensile strength of 750 PSI when the panel assembly is

tested by ASTM C 297 after two exposures to six cycles each of the

aging conditions prescribed by ASTM D 1037.

3. Minimum shear strength of the panel adhesive by ASTM D 1002

after exposure to four separate conditions:

a. 50% Relative Humidity at 68° F: 540 PSI

b. 182° F: 100 PSI

c. Accelerated Aging by ASTM D 1037 at room

temperature: 800 PSI

d. Accelerated Aging by ASTM D 1037 at 182° F: 250 PSI

2.03 PANEL CONSTRUCTION

A. Provide sandwich panels of flat fiberglass reinforced translucent face sheets

laminated to a grid core of mechanically interlocking I-beams. The adhesive

bonding line shall be straight, cover the entire width of the I-beam and have a

neat, sharp edge.

1. Thickness: 4”

2. Light transmission: 12%

3. Solar heat gain coefficient 0.06.

4. Panel U-factor by NFRC certified laboratory:

4” thermally broken grid .23.

5. Complete insulated panel system shall have NFRC certified U-factor

of 0.19.

6. Grid pattern: Nominal size 8”x20”; pattern Sjoji.

B. Standard panels shall deflect no more than 1.9” at 30 PSF in 10’ 0” span without

a supporting frame by ASTM E 72.

C. Standard panels shall withstand 1200° F fire for minimum one hour without

collapse or exterior flaming.

D. Thermally broken panels: Minimum Condensation Resistance Factor of 80 by

AAMA 1503 measured on the bond line.

Updated 01/27/2010


E. Skylight System:

1. Skylight system shall pass Class A Roof Burning Brand Test By ASTM

E 108.

F. Skylight System shall meet the fall through requirements of OSHA 1910.23 as

demonstrated by testing in accordance with ASTM E661, thereby not requiring

supplemental screens or railings.

2.04 BATTENS AND PERIMETER CLOSURE SYSTEM

A. Closure system:

1. Extruded aluminum 6063-T6 and 6063-T5 alloy and temper clamp-tite

screw type closure system.

2. Skylight perimeter closures at curbs shall be factory sealed to panels.

B. Sealing tape: Manufacturer's standard, pre-applied to closure system at the

factory under controlled conditions.

C. Fasteners: 300 series stainless steel screws for aluminum closures, excluding

final fasteners to the building.

D. Finish:

1. Manufacturer's factory applied finish, which meets the performance

requirements of AAMA 2604. Color to be selected from manufacturer's

standards.

PART 3 EXECUTION

3.01 EXAMINATION

A. Installer shall examine substrates, supporting structure and installation

conditions.

B. Do not proceed with panel installation until unsatisfactory conditions have been

corrected.

3.02 PREPARATION

A. 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 recommended by manufacturer for this purpose.

2. Where aluminum will contact concrete, masonry or pressure treated

wood, protect against corrosion by painting contact surfaces with

bituminous paint or method recommended by manufacturer.

Updated 01/27/2010


3.03 INSTALLATION

A. Install the skylight system in accordance with the manufacturers suggested

installation recommendations and approved shop drawings.

1. Anchor component parts securely in place by permanent mechanical

attachment system.

2. Accommodate thermal and mechanical movements.

3. Set perimeter framing in a full bed of sealant compound, or with joint

fillers or gaskets to provide weather-tight construction.

B. Install joint sealants at perimeter joints and within the panel system in

accordance with manufacturer's installation instructions.

3.04 FIELD QUALITY CONTROL

A. Water Test: Installer to test skylights according to procedures in AAMA 501.2.

B. Repair or replace work that does not pass testing or that is damaged by testing

and retest work.

3.05 CLEANING

A. Clean the skylight system interior and exterior, immediately after installation.

B. Refer to manufacturer's written recommendations.

END OF SECTION

+3"

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TAPER INSULATION1/8" PER FOOT MIN.

+3

+3

SLOPESLOPE

E.V.T.

E.V.T.

E.V.T.

E.V.T.

E.E.F.

E.E.F.

E.E.F.

E.E.F.

E.E.F.

E.V.T.

E.V.T.

E.V.T.

E.V.T.

PROVIDE ROOFHATCH

E.R.D. E.R.D.

E.R.D.

E.R.D.

E.R.D.

E.R.D.

E.R.D.

E.R.D. E.R.D.

E.R.D.

E.R.D.

EXISTING CHIMNEY

OPENCOURTYARD BELOW

EXISTING RAZOR SECURITY WIREWITH STEEL SUPPORTS AT 8'-0"O.C. TO REMAIN, TYPICAL. PROVIDETEMPORARY PROTECTION WHILEWORKING ADJACENT

EXISTING RAZOR SECURITY WIREWITH STEEL SUPPORTS AT 8'-0"O.C. TO REMAIN, TYPICAL. PROVIDETEMPORARY PROTECTION WHILEWORKING ADJACENT

E.V.T.

E.V.T.

E.V.T.

E.V.T.E.V.T.

E.V.T.

E.E.F.

E.E.F.

E.E.F.

E.E.F.E.E.F.

E.E.F.

E.E.F.

E.E.F.

E.E.F.

E.V.T.

E.V.T.

MECHANICALCURBS, EXISTINGTO REMAIN

E.R.D.

E.R.D.

E.R.D.

E.R.D.

E.R.D.

E.R.D.

E.R.D.

E.R.D.

E.R.D. E.R.D.

EXISTING RAZOR SECURITY COILWITH STEEL SUPPORTS AT 8'-0"O.C. TO REMAIN, TYPICAL. PROVIDETEMPORARY PROTECTION WHILEWORKING ADJACENT

30"x30" ADHEREDWALKPADS, TYP.

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TAPERINSULATION 1/8"PER FOOT MIN.

SLOPE 1/8" PERFOOT MIN.

EXISTING SECURITYFENCE WITH RAZORCOIL TO REMAIN

EXISTING RAZOR SECURITY COIL WITHSTEEL SUPPORTS AT 8'-0" O.C. TO REMAIN,TYPICAL. PROVIDE TEMPORARYPROTECTION WHILE WORKING ADJACENT

EXISTING RAZOR SECURITY COILWITH STEEL SUPPORTS AT 8'-0"O.C. TO REMAIN, TYPICAL. PROVIDETEMPORARY PROTECTION WHILEWORKING ADJACENT

EXISTING RAZOR SECURITYCOIL WITH STEELSUPPORTS AT 8'-0" O.C. TOREMAIN, TYPICAL. PROVIDETEMPORARY PROTECTIONWHILE WORKING ADJACENT.

EXISTING SECURITYFENCE WITH RAZORCOIL TO REMAIN

EXP. JOINT

EXP. JOINT

EXP. JOINT

EXP.

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EXP.

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EXP.

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+3"

30"x30"ADHEREDWALKPADS,TYP.

+3"

TEMPORARY ROOF MOUNTED RAZORRIBBON SECURITY COIL (TYPICAL)REFER TO DETAIL 5/A-503

TEMPORARY ROOF MOUNTED RAZORRIBBON SECURITY COIL (TYPICAL)REFER TO DETAIL 5/A-503

1

A-502 1

A-502

9

A-503

9

A-503

6

A-503

6

A-503

9

A-503

30' - 5" +/- 41' - 4" +/- 12' - 9" +/- 72' - 7" +/- 6' - 2" +/-

163' - 3" +/- V.I.F.

15' -

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A-503

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4" TRANSLUCENTINSULATED FIBERGLASSPANELS, TYP.



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A-502

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MAIN ROOF AREA "A"EL. 15'-0+\-

ROOF AREA "B"EL. 31'-0+\-

ROOF AREA "C"EL. 19'-0+\-

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1. FIELD VERIFY ALL EXISTING CONDITIONS, QUANTITIES AND DIMENSIONS PRIOR TO THECOMMENCEMENT OF ALL WORK. THE CONTRACTOR SHALL REVIEW WITH THE DIRECTOR'SREPRESENTATIVE FOR ANY DISCREPANCIES.

2. ALL DIMENSIONS SHOWN ARE ASSUMED "+/-" AND ARE REQUIRED TO BE FIELD VERIFIED.

3. MAINTAIN A WATER TIGHT AND SEALED CONDITION AT THE END OF EACH WORK DAY.PROVIDE TEMPORARY PROTECTION OF EXISTING AREAS OF THE ROOF DURING CONSTRUCTIONTHAT HAVE NOT BEEN REMOVED DURING EACH DAY OF WORK.

4. PROVIDE SEPARATION MEMBRANE BETWEEN ALL PRESSURE TREATED WOOD BLOCKING ANDNAILERS IN CONTACT WITH METAL SURFACES.

5. EXISTING MECHANICAL ROOF ELEMENTS AND CURBS ARE TO REMAIN.

GENERAL ROOF NOTES

1. CONTRACTOR TO COORDINATE WORK WITH PHASING AND SCHEDULE TO MAINTAIN SECURITYPERIMETER. COORDINATE WITH DIRECTOR'S REPRESENTATIVE.

2. COORDINATION AND INSTALLATION OF TEMPORARY SECURITY PERIMETER COIL WILL NEED TOBE INSTALLED AND APPROVIED PRIOR TO THE REMOVAL OF THE EXISTING SECURITY RAZOR COILON THE NORTH END OF THE BUILDING ROOF.

3. INSTALLATION OF THE PERMEANANT SECURITY PERIMETER AT NORTH END OF THE BUILDINGWILL BE REQUIRED TO BE INSTALLED, APPROVED AND COMPLETED PRIOR TO TEMPORARYSECURITY PERIMETER COIL IS REMOVED AND OR RELOCATED TO COMPETE ROOF WORK.

GENERAL PHASING NOTES

STANDING SEAM METAL ROOF SYSTEM

ROOF LEGEND

EPDM ROOF SYSTEM - TAPERED POLYISO

E.R.D.

EXISTING ROOF DRAIN, ((+) INDICATION INSULATION THICKNESS)

E.E.F.

EXISTING EXHAUST FAN/ MECHANICAL UNITS

E.V.T. EXISTING VENT

TAPER INSULATION SLOPE DIRECTIONSLOPE

E.E.F.

ROOF WALKPADS

+3"

EPDM ROOF SYSTEM -TAPERED CRICKETS, SLOPE 1/4" PER FOOT (TYP.)

EPDM ROOF SYSTEM - SLOPED STRUCTURE

6. DISCONNECT AND TEMPORARILY REMOVE THE EXISTING EQUIPMENT/MECHANICAL EQUIPMENTEXHAUST FANS (E.E.F.) TO RAISE THE EQUIPMENT CURBS WITH ADDITIONAL PRESSURE TREATEDWOOD BLOCKING AND NAILERS TO PROVIDE A MINUMUM OF 8" CURB HEIGHT ABOVE FINISHEDROOF SYSTEM AND REINSTALL THE EQUIPMENT.

7. AFTER COMPLETE INSTALLATION OF THE ROOFING SYSTEM, REMOVE THE ROOF DRAIN DOMESTRAINERS, CLEAN OUT AND TEST ALL ROOF DRAINS AND ROOF DRAIN HORIZONTAL IN THEENTIRETY TO THE FIRST VERTICAL MAIN.

8. COORDINATE WORK ASSOCIATED WITH BUILDING NO. 56 WITH SPEC SECTION 015634;MAINTAINING PERMIETER SECURITY.

DESIGN & CONSTRUCTION

36x2

4 PL

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HEET

THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESSDONE UNDER THE DIRECTION OF A COMPARABLEPROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECTFOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW AND/OR REGULATIONS AND ISA CLASS 'A' MISDEMEANOR.

DRAWN BY:

APPROVED BY:

PROJECTNUMBER:

DESCRIPTION:MARK DATE

DESIGNED BY:

FIELD CHECK:

CONSULTANT:

WARNING:

CONTRACT:

TITLE:

LOCATION:

CLIENT:

ENGINEERING

SHEET OF

SHEET TITLE:

DRAWING NUMBER:

ARCHITECTUREENVIRONMENTALPLANNING

45070 -

BID DOCUMENTS1 SEPT. 22, 2015

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BUILDING NO. 56 - ROOFPLAN

REPLACE ROOFS BLDG 13, 56 & 126

COLLINS CORRECTIONAL FACILITYMIDDLE ROAD

COLLINS, NY 14034

CRG

DLW

CJD

JKG

NEW YORK STATE DEPARTMENTOF CORRECTIONS AND

COMMUNITY SUPERVISION

CONSTRUCTION

1/8" = 1'-0"A-102

1 ROOF PLAN - BLDG 568

REVISED DRAWINGMAR. 09, 20162

cdowns

Dave Weller

1' -

6"

4"

5'-9

" +/-

7 "30" SECURITY COILS (TYPICAL OF 5)

18 GA.STAINLEES STEELCABLE TIES ( TYPICAL)

1/4" DIA. HOLES (6 PER POST)WITH 7 GAUGE TENSION WIRE(6 THROUGH EACH POST)

2" DIA. GAL STEEL PIPE w/ CAP

SECURE SIDE

EXISTING BLOCK WALL

EXISTING ROOF SYSTEM

A-503

3

NOTE: GALVANIZED STEEL TO BESHOP PRIMED & FIELD PAINTEDWITH EAL-3 PAINT SYSTEM.

2" DIA. GAL. STEEL PIPE

1/4" GAL. STEEL WALL PLATE w 5/8" DIAEXPANSION BOLTS 6" LONG (TYPICAL OF 8)

1/4" GAL. STEEL PLATE AND3/16" FILLET WELD

SECURE POSTS TO SUPPORTS SLEEVESWITH ONE WAY STEEL SCREW

SUPPORTS SLEEVEAND 3/16" FILLET WELD

1/4" GAL. STEEL BRACE PLATEAND 3/16" FILLET WELD

4"

7 5/8"

1 1/2"

90.0

0°

PLAN

SECTION







EXISTING BLOCK WALLNOTE: GALVANIZED STEEL TO BESHOP PRIMED & FIELD PAINTEDWITH EAL-3 PAINT SYSTEM.

4' -

0"1'

- 6"

4"

5'-9

" +/-

7 "30" SECURITY COILS (TYPICAL OF 5)


1/4" DIA. HOLES (6 PER POST)WITH 7 GAUGE TENSION WIRE(6 THROUGH EACH POST)

2" DIA. GAL STEEL PIPE w/ CAP

SECURE SIDE

EXISTING BLOCK WALL

EXISTING ROOF SYSTEM

A-503

4


2"2"

3 1/2"

EXISTING BLOCK WALL







1 1/2"

1/4"2 3/4" 2"

9"

1/4"

1" 1/4"

3"

2"

1"1"







5"

PLAN

SECTION

1"

EXISTING BLOCK WALL


60" SECURITY COILS (TYPICAL OF 3)


SECURE SIDE

ROOF SYSTEM

4x8 x1/2" THICK PRESSURETREATED PLY WOOD SHEETING,BELOW ENTIRE TEMPORARYZONE.

50 LB SAND BAG ON EACH END OFPLYWOOD (OVERLAP PLYWOODSHEETS)

PANEL CLIP ATTACHED TO PURLINANCHOR PER MANUFACTURERSREQUIREMENTS

CONTINUOUS NEOPRENE CLOSURE STRIP

STANDING SEAM METAL ROOF PANEL

FORM PRE-FINISHEDALUMINUM FLASHING

2X CONTINUOUSP.T. WOOD BLOCKING

CONTINUOUS FLASHING CLEAT

EXISTING CMU

EXISTING METAL DECK

4" TALL - 14 GA. METAL 'Z' PURLINATTACHED TO METAL DECK AT 16" O.C.

SEALANT OVER FASTENERS

BUTYL SEALANT TYPE 1 BETWEENPURLIN AND METAL DECK

1/2" DIA.x 5-1/2" EXPANSION ANCHORS@ 4'-0" O.C. BOTH SIDES STAGGERED,COUNTERSUNK

EXISTING MASONRY BRICK

2x CONTINUOUS P.T. WOOD BLOCKING

1/4" x 2" STAINLESS STEELSCREWS 16" O.C. TYPICAL

2 8

CONTINUOUS TYPE 1 SEALANT, TYP -EXCEPT AT INSULATED PANELLOCATIONS

4" POLYISO INSULATIONBETWEEN PURLINS

1/4" UNDERLAYMENT BOARD

5"

2 4

2 62 8

1/2" GYPSUM-FIBER COVER BOARD

EPDM MEMBRANE OVERBONDING ADHESIVE

EPDM MEMBRANE FLASHING& LAP SEALANT

SELF-ADHERING VAPOR RETARDER/SLIP SHEET

RIDGE CAP TRIM WITH GRAVEL STOP


PANEL CLIP ATTACHED TO PURLIN ANCHORPER MANUFACTURERS REQUIREMENTS

4" POLYISO INSULATIONBETWEEN PURLINS

2x CONTINUOUS P.T.WOOD BLOCKING

TAPERED POLYISO INSULATION -THICKNESS VARIES, SEE PLANFOR LOCATION

1/2" GYPSUM-FIBER UNDERLAYMENT

EXISTING STEEL ROOF JOIST

4" TALL - 14 GA. METAL 'Z' PURLINATTACHED TO METAL DECK AT16" O.C.


BUTYL SEALANT TYPE-1 BETWEENPURLIN AND METAL DECK

1 1/2" POLYISO INSULATION

2 6

2 6

2 6

1/4" x 2" STAINLESS STEELSCREWS 16" O.C.,TYPICAL

SELF-ADHERING VAPOR RETARDER


EXISTING METAL DECK

2x CONTINUOUS P.T.WOOD BLOCKING, CUT

EXISTING METAL DECK

2" POLYISO INSULATION

1 1/2" POLYISO INSULATION

V.I.F

.

6" +

/-

4" POLYISO INSULATION BETWEEN PURLINS

2x CONTINUOUS P.T. WOOD BLOCKING

EXISTING METAL DECK

BUTYL SEALANT TYPE 1 BETWEENPURLIN AND METAL DECK



4" TALL - GA. METAL 'Z' PURLIN ATTACHEDTO METAL DECK AT 16" O.C.

PANEL CLIP ATTACHED TO PURLIN ANCHORPER MANUFACTURER'S REQUIREMENTS

CONTINUOUS NEOPRENE CLOSURE STRIP


2

6

2

6

ANCHOR PER MANUFACTURER'S REQUIREMENTS

ICE & WATER SHIELD

ALUMINUM BENT PLATE AND ANCHORSPER MANUFACTURER'S REQUIREMENTS

4" INSULATED FIBERGLASS PANEL

2 6

2 6

2 6

4'-8"

+/- V.I.F

.

PANEL DIM

ENSION

5'-2"

+/- V.I.F

.

ROUGH OPENING

5"

EXISTING CMU

EXISTINGMASONRY BRICK

26'-8

" +/-

A.F

.F.

T.O.

BLO

CK W

ALL

EXISTING PLATE

PRE-FINISHED ALUMINUMFLASHING BY MANUFACTURER

4" INSULATED FIBERGLASS PANEL

2 8

5"

CONTINUOUSFLASHING CLEAT

2x CONTINUOUS P.T. WOODBLOCKING

1/2" DIA x 5-1/2" EXPANSIONANCHORS @ 4'-0" O.C. BOTHSIDES STAGGERED,COUNTERSUNK

2 6

2 82 6

ALUMINUM BENT PLATE ANDANCHORS PER MANUFACTURER'SREQUIREMENTS

4'-8"

+/- V.I

.F.

PANEL DIM

ENSION

5'-2"

+/- V.I

.F.

ROUGH OPENING

DESIGN & CONSTRUCTION

36x2

4 PL

OT S

HEET

THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESSDONE UNDER THE DIRECTION OF A COMPARABLEPROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECTFOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW AND/OR REGULATIONS AND ISA CLASS 'A' MISDEMEANOR.

DRAWN BY:

APPROVED BY:

PROJECTNUMBER:

DESCRIPTION:MARK DATE

DESIGNED BY:

FIELD CHECK:

CONSULTANT:

WARNING:

CONTRACT:

TITLE:

LOCATION:

CLIENT:

ENGINEERING

SHEET OF

SHEET TITLE:

DRAWING NUMBER:

ARCHITECTUREENVIRONMENTALPLANNING

45070 -

BID DOCUMENTS1 SEPT. 22, 2015

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A-503

C

BUILDING NO. 56 - ROOFAND SECURITY DETAILS

REPLACE ROOFS BLDG 13, 56 & 126

COLLINS CORRECTIONAL FACILITYMIDDLE ROAD

COLLINS, NY 14034

CJD

DLW

CJD

JKG

NEW YORK STATE DEPARTMENTOF CORRECTIONS AND

COMMUNITY SUPERVISION

CONSTRUCTION

1PERMANENT SECURITY PERIMETER WALL SUPPORT - BUILDING NO. 56 SCALE: 1/2" = 1'-0" PERMANENT SECURITY PERIMETER CORNER SUPPORT - BUILDING NO. 56 SCALE: 3" = 1'-0" 32SCALE: 1/2" = 1'-0" CORNER SUPPORT DETAIL - BUILDING 56

4FACE SUPPORT DETAIL - BUILDING 56 SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0" 6METAL ROOF DETAIL AT HIGH ROOF - BUILDING 56

10FIBERGLASS PANEL SILL DETAIL AT METAL ROOF - BUILDING 56 FIBERGLASS PANEL DETAIL AT METAL ROOF - BUILDING 56 SCALE: 3" = 1'-0" 98SCALE: 3" = 1'-0" METAL ROOF DETAIL AT LOWER ROOF - BUILDING 56 14

TEMPORARY SECURITY COIL DETAIL - BUILDING NO. 56 7SCALE: 1/2" = 1'-0" 5 NOT USED SCALE:

SCALE: 3" = 1'-0"

REVISED DRAWINGMAR. 09, 20162