Upload
others
View
0
Download
0
Embed Size (px)
Citation preview
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
Printed 3/18/2016 084500 - 2 Project No. 45070-C
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
Printed 3/18/2016 084500 - 3 Project No. 45070-C
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
Printed 3/18/2016 084500 - 4 Project No. 45070-C
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
Printed 3/18/2016 084500 - 5 Project No. 45070-C
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
Printed 3/18/2016 084500 - 6 Project No. 45070-C
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"
+3"
SLOPESLOPE
TAPE
R IN
SULA
TION
1/8"
PER
FOO
T M
IN.
TAPE
R IN
SULA
TION
1/8"
PER
FOO
T M
IN.
SLOPESLOPE
TAPE
R IN
SULA
TION
1/8"
PER
FOO
T M
IN.
TAPE
R IN
SULA
TION
1/8
"PE
R FO
OT M
IN.
SLOP
ESL
OPE
SLOPE
TAPE
RIN
SULA
TION
1/8"
PER
FOOT
MIN
.
SLOPE
+3
SLOPESLOPE
SLOP
ESL
OPE
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.
TAPE
R IN
SULA
TION
1/8"
PER
FOO
T M
IN.
TAPE
R IN
SULA
TION
1/8"
PER
FOO
T M
IN.
SLOP
ESL
OPE
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.
JOI
NT
EXP.
JOI
NT
EXP.
JOI
NT
EXP. JOINT
EXP.
JOI
NTEX
P. J
OINT
2
A-502
2
A-502
2
A-502
2
A-502
TYP.
1
A-502
1
A-502
1
A-502
TAPE
R IN
SULA
TION
,1/
16" P
ER F
OOT
MIN
.
+3"
STRUCTURE SLOPES1/8" PER FOOT
TAPER INSULATION1/16" PER FOOT MIN.
STRU
CTSL
OPE
1/8"
PER
FOOT
+3 +3
+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' -
0" +
/-22
' - 1
" +/-
8' -
0 1/
2" +
/-84
' - 8
" +/-
33' -
5 1
/2" +
/-
40' -
0" +
/-96
' - 3
" +/-
27' -
0" +
/-
163'
- 3"
+/-
V.I.
F.
2
A-503
1
A-503
8' - 0" O.C. (TYP.)EQ EQ
GALVANIZEDSTEEL POST 30" RAZOR
RIBBONSECURITYCOIL
8' - 0" O.C. (TYP.)
TYP.
TYP.
TYP.
4" TRANSLUCENTINSULATED FIBERGLASSPANELS, TYP.
4" TRANSLUCENTINSULATED FIBERGLASSPANELS, TYP.
4" TRANSLUCENTINSULATED FIBERGLASSPANELS, TYP.
1
A-502
6
A-503
9
A-503
1
A-502
1
A-502
A-502
7
TYP.
A-502
6
TYP.
3
A-502
TYP.
EXP. JOINT
TAPE
R IN
SULA
TION
,1/
16" P
ER F
OOT
MIN
.
TAPE
R IN
SULA
TION
,1/
16" P
ER F
OOT
MIN
.
TAPE
R IN
SULA
TION
,1/
16" P
ER F
OOT
MIN
.
+/- 40'-5" VERIFY IN FIELD
+/- 40'-5" VERIFY IN FIELD
+3"
+8" +
8"
4
A-502
MAIN ROOF AREA "A"EL. 15'-0+\-
ROOF AREA "B"EL. 31'-0+\-
ROOF AREA "C"EL. 19'-0+\-
MAIN ROOF AREA "A"EL. 15'-0+\-
TAPE
R IN
SULA
TION
1/8"
PER
FOO
T M
IN.
V.I.F
.4'
-8" +
/-V.
I.F.
4'-8
" +/-
TAPE
R IN
SULA
TION
1/8"
PER
FOO
T M
IN.
STRUCTURE SLOPES1/8" PER FOOT
STRUCTURE SLOPES1/8" PER FOOT
STRUCTURE SLOPES1/8" PER FOOT
TAPER INSULATION1/16" PER FOOT MIN.
STRU
CTSL
OPE
1/8"
PER
FOOT
TAPER INSULATION1/16" PER FOOT MIN.
TAPER INSULATION1/16" PER FOOT MIN.
HIGH POINT OF TAPER
HIGH POINT OF TAPER
4'-0" VIF
4'-8
" VIF
10
A-503
8
A-503
10
A-503
8
A-503
8
A-503
10
A-503
10
A-503
NORTH
N
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
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
16C:\U
sers
\CDo
wns
\Doc
umen
ts\P
roje
cts\
00-R
evit
Proj
ects
\214
398_
06-A
RCH-
BLDG
13-C
JD.rv
t
3/16
/201
6 11
:50:
55 A
M
A-102
C
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
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
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
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)
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
4
NOTE: GALVANIZED STEEL TO BESHOP PRIMED & FIELD PAINTEDWITH EAL-3 PAINT SYSTEM.
2"2"
3 1/2"
EXISTING BLOCK WALL
2" DIA. GAL. STEEL PIPE
1/4" GAL. STEEL WALL PLATE w 5/8" DIAEXPANSION BOLTS 6" LONG (TYPICAL OF 4)
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
1 1/2"
1/4"2 3/4" 2"
9"
1/4"
1" 1/4"
3"
2"
1"1"
1/4" GAL. STEEL BRACE PLATEAND 3/16" FILLET WELD
2" DIA. GAL. STEEL PIPE
SUPPORTS SLEEVEAND 3/16" FILLET WELD
SECURE POSTS TO SUPPORTS SLEEVESWITH ONE WAY STEEL SCREW
1/4" GAL. STEEL PLATE AND3/16" FILLET WELD
1/4" GAL. STEEL WALL PLATE w 5/8" DIAEXPANSION BOLTS 6" LONG (TYPICAL OF 4)
5"
PLAN
SECTION
1"
EXISTING BLOCK WALL
NOTE: GALVANIZED STEEL TO BESHOP PRIMED & FIELD PAINTEDWITH EAL-3 PAINT SYSTEM.
60" SECURITY COILS (TYPICAL OF 3)
18 GA.STAINLEES STEELCABLE TIES ( TYPICAL)
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
STANDING SEAM METAL ROOF PANEL
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.
SEALANT OVER FASTENERS
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
1/4" UNDERLAYMENT BOARD
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
1/4" UNDERLAYMENT BOARD
SEALANT OVER FASTENERS
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
STANDING SEAM METAL ROOF PANEL
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
16C:\U
sers
\CDo
wns
\Doc
umen
ts\P
roje
cts\
00-R
evit
Proj
ects
\214
398_
06-A
RCH-
BLDG
13-C
JD.rv
t
3/16
/201
6 11
:53:
12 A
M
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