James Klassen: /* PERFORMANCE REQUIREMENTS */

2023-10-26T17:15:06Z

‎PERFORMANCE REQUIREMENTS

James Klassen at 16:39, 7 June 2023

2023-06-07T16:39:16Z

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2023-01-30T18:35:45Z

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<big><big>Division C - Accepted Materials</big></big>
<hr>
<big><big><big><big><big>Nu-Tech SS 150</big></big></big></big></big> 
<big><big><big>by Lam Metal Contracting Ltd.</big></big></big> 
{| class="wikitable"
|-
| style="background-color:#FFFACD" | '''<big>Material Acceptance and Product Details</big>'''
 
The information published in the RCABC '''''Roofing Practices Manual''''' and offered below does NOT represent a complete set of the manufacturer’s data or specifications, nor is this material recommended or endorsed by the ''Guarantor''. The preparation of a detailed specification is the responsibility of the ''Design Authority''.
|-
|
;:
;'''Manufacturer''': Lam Metal Contracting Ltd.
;'''Contact Address''': See the current Membership list and contact information at [http://www.rcabc.org/members/find-a-member/ www.rcabc.org]
;'''Product Group - Standing Seam Metal Roof System'''
;'''Panel Machine''': Nu-Tech
;'''Panel Name''': SS 150
;'''Seam Type''': Mechanical Lock

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.
|}

====OVERVIEW====
The SS 150 standing seam panel is formed in-house with an Nu-Tech SSP continuous metal roofing panel roll forming machine. This machine produces a standing seam panel with a seam height of 38.1 mm (1-1/2"). Profiles can vary from 304.8 mm (12") wide to 609.6 mm (24") wide.

This machine also produces the Nu-Tech SS200 panel profile and a 44 mm (1-3/4") high Nu-Tech panel profile.

====SYSTEM DESCRIPTION====
<ol>
<li>'''General''': The SS 150 panel is a standing seam concealed fastener roofing panel. The maximum spacing of the clips is 609.6 mm (24") O.C.
<li>'''Range of application''': on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction.
<li>'''Fasteners (Screws)''':
<ol>
<li>Fasteners (screws) used to attach panels to plywood deck to be No. 10-12 by 19.05 mm (5/8") long pancake head wood screw. Minimum two fasteners per clip to be used.
<li>Two-piece assembly consists of a steel base approximately 127 mm (5") wide x 25.4 mm (1") long, with a minimum thickness of 0.026 (No. 24 MSG) and an upper tab that measures 50.8 mm high with a minimum thickness of 0.020 (No. 26 MSG). One panel clip spaced at 609.6 mm (24") O.C. maximum.
</li></ol>
<li>'''Fabrication''': Unless otherwise shown on drawings or specified herein, fabricate panels in continuous one piece lengths and fabricate flashings and accessories in longest practical lengths.
<li>'''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].
</li></ol>

====PROFILE====
{| class="wikitable"
|-
! SS 150 Standing Seam Panel
|-
| [[File:Lam Metals SS 150 profile.png|frameless|link=https://rpm.rcabc.org/images/e/ef/Lam_Metals_SS_150_profile.png|750px]]
|}

====DELIVERY, STORAGE & HANDLING====
<ol>
<li>Protect against damage and discoloration.
<li>Handle panels with non-marring slings.
<li>Do not bend panels.
<li>Store panels above ground, with one end elevated for drainage.
<li>Protect panels against standing water and condensation between adjacent surfaces.
<li>If panels become wet, immediately separate sheets, wipe dry with clean cloth, allow to air dry.
</li></ol>

====FIELD MEASUREMENTS====
<ol>
<li>Verify prior to fabrication.
<li>If field measurements differ from drawing dimensions, notify Architect / Professional Engineer prior to fabrication.
</li></ol>

====PROTECTION====
Treat, or isolate with protective material, any contacting surfaces of dissimilar materials to prevent electrolytic corrosion.

====PROFILE====
N/A

====TECHNICAL DATA SHEET====
N/A

====SITE CONDITIONS====
<ol>
<li>Minimum roof slope is 1:6 (2" in 12").
<li>Verify that structural deck to receive panels is complete, in true plane, secure and otherwise properly prepared.
<li>Prior to starting work, notify General Contractor about defects requiring correction.
<li>Do not start work until conditions are satisfactory.
</li></ol>

====PERFORMANCE REQUIREMENTS====
<ol>
<li>'''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.
<li>'''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></ol>

<hr>

[[Architectural Metal Roofing| Back to ''Site-Formed Metal Roofing Systems'']]

[[Materials by Product Type| Back to ''Accepted Materials'']]

[[Main Page|Home]]

@@ Line 5: / Line 5: @@
 <big><big>Division C - Accepted Materials</big></big>
 <hr>
-<big><big><big><big><big>Nu-Tech SS 150</big></big></big></big></big><br>
+<big><big><big><big><big>SS 150 Standing Seam</big></big></big></big></big><br>
 <big><big><big>by Lam Metal Contracting Ltd.</big></big></big><br>
 {| class="wikitable"

@@ Line 86: / Line 86: @@
 ====PERFORMANCE REQUIREMENTS====
 <ol>
-<li>'''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.
+<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 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>'''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>

Materials:(Lam) SS 150 Standing Seam (38 mm) - Revision history

James Klassen: /* PERFORMANCE REQUIREMENTS */

James Klassen at 16:39, 7 June 2023

James Klassen: Created page with "__NOTOC__ __NONUMBEREDHEADINGS__ {{DISPLAYTITLE:{{FULLPAGENAME}}}} ..."

James Klassen: Created page with "NOTOC NONUMBEREDHEADINGS {{DISPLAYTITLE:{{FULLPAGENAME}}}} ..."