Difference between revisions of "Materials:(G&G) New Tech Machinery SSQ II"

Latest revision as of 15:45, 30 November 2023

Division C - Accepted Materials

New Tech Machinery SSQ II
by G&G Roofing Ltd.

The metal panel listed and described below is accepted for use in the RoofStar Guarantee Program.

Manufacturer G&G Roofing Ltd. Contact Address See the current Membership list and contact information at www.rcabc.org Product Group - Standing Seam Metal Roof System Panel Machine New Tech Machinery SSQ2U Panel Name SSQ II Seam Type Mechanical / Snap-Lock with 'Nailing Strip' The roofing assembly / material information published below and in the RCABC Roofing Practices Manual DOES NOT represent a complete set of the manufacturer's published data, nor does it represent a detailed specification. The preparation of a detailed specification is the responsibility of the design authority. For more information about this product or system, consult the manufacturer.

OVERVIEW

The New Tech SSQ II standing seam panel is formed with an on-site/in shop continuous metal roofing panel roll forming machine (New Tech Machinery SSQ2U). This machine produces a standing seam panel with a seam height of 38 mm (1-1/2") or 50.8 mm (2") and profiles can vary from 304.8 mm (12") wide up to 508 mm (20") wide.

On-site roll forming provides for the elimination of end laps with continuous panel forming capabilities in lengths up to 300'.

SYSTEM DESCRIPTION

General: The New Tech SSQ II standing seam panel is secured with concealed fastener. The maximum spacing of screws in the built in 'nailing strip' is 635mm (24")
Range of application: Installed on wood or steel sloped roofs, in commercial, institutional, industrial and residential construction. For re-roofing or new construction. Note that panels with a 'nailing strip' are restricted in their length (Ref. Standard for Architectural Sheet Metal (ASM) Roof Systems, Article 9.2.1.1., Sentence (6).
Panel Attachment: Fastening is site specific, engineer must confirm fixing specifications.
Fasteners (Screws):
1. Fasteners used to attach panel clips to steel must be specified by the registered engineering professional but are usually No. 10-16 by 25 mm (1") long self-drilling, self-tapping pancake head plates steel screws. Use two fasteners per panel clip, inserted into panel clip guide holes, or as otherwise specified by the registered engineering professional.
2. Fasteners used to attach panel clips to plywood must be specified by the registered engineering professional but are usually No. 10-16 by 25 mm (1") long pancake head plated steel screws for wood. Use two fasteners per clip, inserted into panel guide holes, or as otherwise specified by the registered engineering professional.
Panel Clips: One piece assembly manufactured by New Tech Machinery (or approved equal). Minimum thickness 0.022 in. (No. 22 MSG). Clips spaced maximum 600 mm (24") O.C., or as specified on engineered shop drawings (Ref. Standard for Architectural Sheet Metal (ASM) Roof Systems, Article 3.1.3.3. and Article 3.1.3.5.).
Deck Requirements: in keeping with the Standard for Architectural Sheet Metal (ASM) Systems.

PROFILES

SSQII Mechanical Lock 38.1 mm (1-1/2") Panel

SSQII Mechanical Lock 50.8 mm (2") Panel

SSQII Snap Lock "Nailing Strip" 25.4 mm (1") Panel

TECHNICAL DATA SHEET

Click below for the Technical Data Sheet

SITE CONDITIONS

Minimum roof slope is 1:6 (2" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").

PERFORMANCE REQUIREMENTS

Wind Uplift Resistance: Panel securement shall conform to the requirements in Part 3 of the Standard for Architectural Sheet Metal (ASM) Systems.
Materials:RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the requirements published in Section 9.2. of the Standard.

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@@ Line 19: / Line 19: @@
 ;'''Panel Machine''': New Tech Machinery SSQ2U
 ;'''Panel Name''': SSQ II
-;'''Seam Type''': Mechanical / Snap-Lock
+;'''Seam Type''': Mechanical / Snap-Lock with 'Nailing Strip'
 The roofing assembly / material information published below and in the [http://{{SERVERNAME}}/index.php?title=Main_Page RCABC Roofing Practices Manual] DOES NOT represent a complete set of the manufacturer's published data, nor does it represent a detailed specification. The preparation of a detailed specification is the responsibility of the design authority.  For more information about this product or system, consult the manufacturer.
@@ Line 25: / Line 25: @@
 ====OVERVIEW====
-The New Tech SSQ II standing seam panel is formed with an on-site/in shop continuous metal roofing panel roll forming machine (New Tech Machinery SSQ2U). This machine produces a standing seam panel with a seam height of 38 mm (1-1/2") or 50.8 mm (2") and profiles can vary from 305mm (12") wide up to 510 mm (20") wide.
+The New Tech SSQ II standing seam panel is formed with an on-site/in shop continuous metal roofing panel roll forming machine (New Tech Machinery SSQ2U). This machine produces a standing seam panel with a seam height of 38 mm (1-1/2") or 50.8 mm (2") and profiles can vary from 304.8 mm (12") wide up to 508 mm (20") wide.
 On-site roll forming provides for the elimination of end laps with continuous panel forming capabilities in lengths up to 300'.
@@ Line 31: / Line 31: @@
 ====SYSTEM DESCRIPTION====
 #'''General''': The New Tech SSQ II standing seam panel is secured with concealed fastener. The maximum spacing of screws in the built in 'nailing strip' is 635mm (24")
-#'''Range of application''': Installed on wood or steel sloped roofs, in commercial, institutional, industrial and residential construction. For re-roofing or new construction.
+#'''Range of application''': Installed on wood or steel sloped roofs, in commercial, institutional, industrial and residential construction. For re-roofing or new construction.  Note that panels with a 'nailing strip' are restricted in their length (Ref. Standard for Architectural Sheet Metal (ASM) Roof Systems, [https://rpm.rcabc.org/index.php?title=ASM_Roof_Systems_Standard#9.2.1.1._Panel_Grade.2C_Gauge.2C_and_Selection Article 9.2.1.1., Sentence (6)].
 #'''Panel Attachment''': Fastening is site specific, engineer must confirm fixing specifications.
 #'''Fasteners (Screws)''':
-##Fasteners used to attach panel clips to steel must be {{hilite | No. 10-16 by 25 mm (1") || 2024-October-25 }} long self-drilling, self-tapping pancake head plates steel screws.  Use two fasteners per panel clip, inserted into panel clip guide holes.
+##Fasteners used to attach panel clips to steel must be specified by the registered engineering professional but are usually No. 10-16 by 25 mm (1") long self-drilling, self-tapping pancake head plates steel screws.  Use two fasteners per panel clip, inserted into panel clip guide holes, or as otherwise specified by the registered engineering professional.
-##Fasteners used to attach panel clips to plywood must be {{hilite | No. 10-16 by 25 mm (1") || 2024-October-25 }} long pancake head plated steel screws for wood. Use two fasteners per clip, inserted into panel guide holes.
+##Fasteners used to attach panel clips to plywood must be specified by the registered engineering professional but are usually No. 10-16 by 25 mm (1") long pancake head plated steel screws for wood. Use two fasteners per clip, inserted into panel guide holes, or as otherwise specified by the registered engineering professional.
-#'''Panel Clips''': {{hilite | One piece assembly ----(mm/in.)---- wide, ----(mm/in.)---- high || 2024-October-25 }}, manufactured by New Tech Machinery (or approved equal). {{hilite | Minimum thickness 0.022 in. (No. 22 MSG). Clips spaced maximum 600 mm (24") O.C. || 2024-October-25 }}
+#'''Panel Clips''': One piece assembly manufactured by New Tech Machinery (or approved equal). Minimum thickness 0.022 in. (No. 22 MSG). Clips spaced maximum 600 mm (24") O.C., or as specified on engineered shop drawings (Ref. Standard for Architectural Sheet Metal (ASM) Roof Systems, [http://rpm.rcabc.org/index.php?title=ASM_Roof_Systems_Standard#3.1.3.3._Resistance_to_Specified_Wind_Loads  Article 3.1.3.3.] and [http://rpm.rcabc.org/index.php?title=ASM_Roof_Systems_Standard#3.1.3.5._Submittals Article 3.1.3.5.]).
 #'''Deck Requirements''': in keeping with the [http://rpm.rcabc.org/index.php?title=Standard_for_Architectural_Sheet_Metal_(ASM)_Systems Standard for Architectural Sheet Metal (ASM) Systems].
+<br>
-====PROFILE====
+====PROFILES====
-N/A
+<div class="col-md-12">
+<div class="col-md-4">
+{| class="wikitable"
+|-
+! SSQII Mechanical Lock 38.1 mm (1-1/2") Panel
+|-
+| [[File:G&G New Tech SSQII Mechanical Lock 1.5-inch Profile.png|frameless|link=https://rpm.rcabc.org/images/d/d0/G%26G_New_Tech_SSQII_Mechanical_Lock_1.5-inch_Profile.png|450px]]
+|}
+</div>
+<div class="col-md-4">
+{| class="wikitable"
+|-
+! SSQII Mechanical Lock 50.8 mm (2") Panel
+|-
+| [[File:G&G New Tech SSQII Mechanical Lock 2-inch Profile.png|frameless|link=https://rpm.rcabc.org/images/1/1e/G%26G_New_Tech_SSQII_Mechanical_Lock_2-inch_Profile.png|450px]]
+|}
+</div>
+<div class="col-md-4">
+{| class="wikitable"
+|-
+! SSQII Snap Lock "Nailing Strip" 25.4 mm (1") Panel
+|-
+| [[File:G&G New Tech SSQII Nailing Strip 1-inch Profile.png|frameless|link=https://rpm.rcabc.org/images/9/97/G%26G_New_Tech_SSQII_Nailing_Strip_1-inch_Profile.png|450px]]
+|}
+</div>
+</div>
+</div>
+<div class="col-md-12">
+</div>
 ====TECHNICAL DATA SHEET====
-N/A
+Click below for the '''Technical Data Sheet'''
+<div style="width:150px; text-align: left;">
+[[File:Pdf.png|75 px|link=https://rpm.rcabc.org/images/0/03/G%26G_New_Tech_TDS.pdf|'''Technical Data Sheet''']]
+</div>
 ====SITE CONDITIONS====
@@ Line 49: / Line 84: @@
 ====PERFORMANCE REQUIREMENTS====
-#'''Wind Uplift Standards''': Engineered designs to resist wind uplift may refer to the British Columbia Building Code, Div. B, Appendix C, Table C-2 which lists various types of loads, including wind loads, for specific reference locations throughout the province. See also [http://{{SERVERNAME}}/index.php?title=ASM_Application_Guides_and_Notes Guides and Notes (Wind Resistance)] for a simplified calculation procedure. Regardless of the resources indicated here, the ''Design Authority'' is responsible to perform accurate wind load calculations and specify securement requirements.
+<ol>
-#'''Materials''':RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the [http://rpm.rcabc.org/index.php?title=Standard_for_Architectural_Sheet_Metal_(ASM)_Systems Standard for Architectural Sheet Metal (ASM) Systems].
+<li>'''Wind Uplift Resistance''': Panel securement shall conform to the requirements in [https://rpm.rcabc.org/index.php?title=ASM_Roof_Systems_Standard#PART_3 Part 3] of the [http://rpm.rcabc.org/index.php?title=Standard_for_Architectural_Sheet_Metal_(ASM)_Systems Standard for Architectural Sheet Metal (ASM) Systems].
+<li>'''Materials''':RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the requirements published in [https://rpm.rcabc.org/index.php?title=ASM_Roof_Systems_Standard#Section_9.2._Materials Section 9.2.] of the Standard.
+</li></ol>
 <hr>