Difference between revisions of "Materials:(Lam) Snap-Loc"

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Difference between revisions of "Materials:(Lam) Snap-Loc"

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Manufacturer: <b>LAM METAL CONTRACTING LTD.</b>
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| style="background-color: #ffffcc; column-width:100%" | The metal panel listed and described below is accepted for use in the '''''RoofStar Guarantee Program'''''.
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{| class="wikitable"
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|-
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|
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;'''Manufacturer''': Lam Metal Contracting Ltd.
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;'''Contact Address''': See the current Membership list and contact information at [http://www.rcabc.org/members/find-a-member/ www.rcabc.org]
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;'''Product Group - Standing Seam Metal Roof System'''
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;'''Panel Machine''':
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;'''Panel Name''': Snap Loc 1"
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;'''Seam Type''': Nail Strip/Snap Lock
  
Contact Address: See the current Membership list and contact information at [http://www.rcabc.org/members/find-a-member/ '''www.rcabc.org''']
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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.
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Product Group: <b>SNAP LOCK SEAM METAL ROOF SYSTEM &#8211; SNAP-LOC 1"</b>
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====OVERVIEW====
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The 1" Snap-Loc is a metal roof panel formed from 24 gauge. The panel can be applied on to solid sheeting with or without insulation. Width from 300 mm (12") to 400 mm (16") wide with a 22 mm (1") height at the male rib.  Panels are continuous with no end laps.
  
;DESCRIPTION
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====SYSTEM DESCRIPTION====
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#'''General''': Metal panels employ a hidden fastening system for securement to a solid substrate.  1" Snap-Loc design allows the panel seams to interlock without having to use a mechanical seaming device.
 +
#'''Range of application''': on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction.
 +
#'''Fasteners (Screws)''': Fasteners (screws) used to attach panels to plywood deck to be No. 8 by 22 mm (1") panhead. Fasteners to be placed a maximum of 600 mm (24") on center.
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#'''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.
  
The 1" Snap-Loc is a metal roof panel formed from 24 gauge. The panel can be applied on to solid sheeting with or without insulation. Width from 300 mm (12") to 400 mm (16") wide with a 22 mm (1") height at the male rib. Panels are continuous with no end laps.  
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====DELIVERY, STORAGE & HANDLING====
 +
#Protect against damage and discoloration.
 +
#Handle panels with non-marring slings.  
 +
#Do not bend panels.
 +
#Store panels above ground, with one end elevated for drainage.  
 +
#Protect panels against standing water and condensation between adjacent surfaces.  
 +
#If panels become wet, immediately separate sheets, wipe dry with clean cloth, allow to air dry.  
  
Fasteners (screws) used to attach panels to plywood deck to be No. 8 by 22 mm (1") panhead. Fasteners to be placed a maximum of 600 mm (24") on center.  
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====FIELD MEASUREMENTS====
 +
#Verify prior to fabrication.  
 +
#If field measurements differ from drawing dimensions, notify Architect / Professional Engineer prior to fabrication.
  
;PART 1 - GENERAL
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====PROTECTION====
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Treat, or isolate with protective material, any contacting surfaces of dissimilar materials to prevent electrolytic corrosion.
  
1.1 The roofing assembly / material information published in the <b>RCABC <i>Roofing Practices Manual</i></b> 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.
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====PROFILE====
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N/A
  
1.2 <u>SYSTEM DESCRIPTION</u>
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====TECHNICAL DATA SHEET====
:.1 Metal panels employ a hidden fastening system for securement to a solid substrate.  1" Snap-Loc design allows the panel seams to interlock without having to use a mechanical seaming device.
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N/A
:.2 Range of application: on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; also used for roof replacement (retrofit) application.
 
  
1.3 <u>DELIVERY, STORAGE AND HANDLING</u>
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====SITE CONDITIONS====
:.1 Protect against damage and discoloration.
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#Minimum roof slope is 1:4 (3" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").  
:.2 Handle panels with non-marring slings.  
+
#Verify that structural deck to receive panels is complete, in true plane, secure and otherwise properly prepared.  
:.3 Do not bend panels.  
+
#Prior to starting work, notify General Contractor about defects requiring correction.  
:.4 Store panels above ground, with one end elevated for drainage.  
+
#Do not start work until conditions are satisfactory.
:.5 Protect panels against standing water and condensation between adjacent surfaces.
 
:.6 If panels become wet, immediately separate sheets, wipe dry with clean cloth, allow to air dry.  
 
  
;PART 2 - PRODUCTS
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====PERFORMANCE REQUIREMENTS====
 
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#'''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.
2.1 <u>FABRICATION</u>
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#'''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/RoofStar_Guarantee_Standards_for_ASM_Roof_Assemblies RoofStar Guarantee Standards for ASM Roof Assemblies].
:.1 Unless otherwise shown on drawings or specified herein, fabricate panels in continuous one piece lengths and fabricate flashings and accessories in longest practical lengths.
 
:.2 Roofing panels shall be factory formed or site formed.
 
 
 
2.2 <u>PERFORMANCE REQUIREMENTS</u>
 
:.1 <u>Wind Uplift Standards:</u>
 
 
 
:National Research Council (NRC-CNRC) Report No. B1040 Wind Uplift Resistance of Metal Roofing. The NRC-CNRC Report No. B1040 test results confirm that an acceptable level of wind uplift resistance can be achieved with RGC Accepted Metal Panel Systems on typical roof designs over solid decking for Most British Columbia geographical locations. Refer to Appendix II for calculations for typical roof wind uplift pressure requirements for buildings located in the Province of British Columbia.
 
 
 
:A simplified design procedure developed by NRC-CNRC for selecting wind pressure calculations for metal roof assemblies by region (location) and building height in the Province of British Columbia is provided in TAB 8.1.5 to assist designers.
 
 
 
:RGC accepted metal panel systems shall be formed of steel conforming to one of the following material specifications, as applicable:
 
 
 
:* ASTM Standard Specification A653 / A653M, Sheet Steel, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvannealed) by the hot dip process, minimum Grade 33, with a design thickness of 24 gauge. (0.024") or greater and a minimum zinc coating designation Z275 (G-90).
 
 
 
:* ASTM Standard Specification A792 / A792M, Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process, minimum Grade 33, with a design thickness of 24 gauge (0.024") or greater and minimum coating designation AZ150.
 
 
 
;PART 3 - EXECUTION
 
 
 
3.1 <u>EXAMINATION &#8211; EXISTING CONDITIONS</u>
 
:.1 Verify that structural deck to receive panels is complete, in true plane, secure and otherwise properly prepared.
 
:.2 Prior to starting work, notify General Contractor about defects requiring correction.
 
:.3 Do not start work until conditions are satisfactory.
 
 
 
3.2 <u>PREPARATION &#8211; FIELD MEASUREMENTS</u>
 
:.1 Verify prior to fabrication.
 
:.2 If field measurements differ from drawing dimensions, notify Architect / Professional Engineer prior to fabrication.
 
 
 
;3.3 <u>PROTECTION</u>
 
:.1 Treat, or isolate with protective material, any contacting surfaces of dissimilar materials to prevent electrolytic corrosion.
 
 
 
;1.4 <u>PERFORMANCE REQUIREMENTS</u>
 
 
 
:#'''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.
 
:#'''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/RoofStar_Guarantee_Standards_for_ASM_Roof_Assemblies Architectural Sheet Metal (ASM) Roof Standards].
 
  
 
<hr>
 
<hr>

Revision as of 17:38, 1 October 2018


The metal panel listed and described below is accepted for use in the RoofStar Guarantee Program.
Manufacturer
Lam Metal Contracting Ltd.
Contact Address
See the current Membership list and contact information at www.rcabc.org
Product Group - Standing Seam Metal Roof System
Panel Machine
Panel Name
Snap Loc 1"
Seam Type
Nail Strip/Snap Lock

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 1" Snap-Loc is a metal roof panel formed from 24 gauge. The panel can be applied on to solid sheeting with or without insulation. Width from 300 mm (12") to 400 mm (16") wide with a 22 mm (1") height at the male rib. Panels are continuous with no end laps.

SYSTEM DESCRIPTION

  1. General: Metal panels employ a hidden fastening system for securement to a solid substrate. 1" Snap-Loc design allows the panel seams to interlock without having to use a mechanical seaming device.
  2. Range of application: on wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction.
  3. Fasteners (Screws): Fasteners (screws) used to attach panels to plywood deck to be No. 8 by 22 mm (1") panhead. Fasteners to be placed a maximum of 600 mm (24") on center.
  4. 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.

DELIVERY, STORAGE & HANDLING

  1. Protect against damage and discoloration.
  2. Handle panels with non-marring slings.
  3. Do not bend panels.
  4. Store panels above ground, with one end elevated for drainage.
  5. Protect panels against standing water and condensation between adjacent surfaces.
  6. If panels become wet, immediately separate sheets, wipe dry with clean cloth, allow to air dry.

FIELD MEASUREMENTS

  1. Verify prior to fabrication.
  2. If field measurements differ from drawing dimensions, notify Architect / Professional Engineer prior to fabrication.

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

  1. Minimum roof slope is 1:4 (3" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").
  2. Verify that structural deck to receive panels is complete, in true plane, secure and otherwise properly prepared.
  3. Prior to starting work, notify General Contractor about defects requiring correction.
  4. Do not start work until conditions are satisfactory.

PERFORMANCE REQUIREMENTS

  1. 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 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.
  2. Materials:RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the RoofStar Guarantee Standards for ASM Roof Assemblies.


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