View source for Materials:(Lam) SS 150 Standing Seam (38 mm)

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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><br>
<big><big><big>by Lam Metal Contracting Ltd.</big></big></big><br>
{| class="wikitable"
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| style="background-color:#FFFACD"  | '''<big>Material Acceptance and Product Details</big>'''
<br>
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"
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! 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>

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