Difference between revisions of "Draft Water-shedding Standards (ASM)"

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Difference between revisions of "Draft Water-shedding Standards (ASM)"

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(RoofStar Guarantee: Coverage and Limitations)
 
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<div class="panel panel-primary">
 
<div class="panel panel-primary">
   <div class="panel-heading"><big>'''How to use the Guarantee Standards section'''</big></div>
+
   <div class="panel-heading"><big>'''How to use these Guarantee Standards'''</big></div>
 
   <div class="panel-body">
 
   <div class="panel-body">
'''This section contains the Standards, Guiding Principles, Recommendations and reference materials necessary for the design and installation of a roof qualifying for a RoofStar Guarantee.'''
+
{{hilite | This Standard is comprised of fourteen (14) Parts that contain the Standards, Guiding Principles, Recommendations and Reference materials necessary for the design and installation of a Project to qualify for a '''''5 or 10-year RoofStar Guarantee'''''.  Guarantee Standards specifically required to qualify for a '''''15-year RoofStar Guarantee'''''* are listed in each relevant Part. All 15-year '''''RoofStar Guarantee Standards''''' must be read together with the general requirements for each Part in this Division. || 2020-July-3 }}
  
All relevant Standards for the selection and application of materials necessary to qualify for a '''''RoofStar Guarantee''''' are found in this section.  Readers are advised to review relevant materials that can be accessed through the links available in the body of text or embedded in section titles; these are shown in <span style="color:#0000ff">'''blue font'''</span>. Subsection titles shown in blue indicate links to more relevant material that the reader is advised to consult.
+
Readers are advised to review relevant materials that can be accessed through the {{hilite | hyperlinks embedded || 2020-July-3 }} in the body of text {{hilite | and visible in <span class="reference">blue font</span> || 2020-July-3 }}. Part titles shown in blue indicate hyperlinks to more relevant material that the reader is advised to consult.
  
Content in this section is colour-coded according to four classes:  
+
{{hilite | Content in each Part || 2020-July-3 }} is colour-coded according to four classes:  
 
::'''Guarantee Standards'''
 
::'''Guarantee Standards'''
 
::<div class="principles">'''Guiding Principles'''</div>  
 
::<div class="principles">'''Guiding Principles'''</div>  
Line 21: Line 21:
 
::<div class="reference">'''Reference materials'''</div>   
 
::<div class="reference">'''Reference materials'''</div>   
  
To hide or reveal classes of text, use the buttons at the bottom of the page.  '''''Guarantee Standards''''' always remain visible
+
For definitions of these terms of reference, click [[Template:Text Classification|'''here''']].
  
For definitions of these terms of reference, click [[Template:Text Classification|'''here''']].
+
: * the 15-year RoofStar Guarantee is currently under development
 
<hr>
 
<hr>
 
<div style="text-align:center">
 
<div style="text-align:center">
© RCABC 2018
+
© RCABC 2020
 
<br>
 
<br>
 
No reproduction of these Standards, in whole or in part, is lawful without the expressed permission of the RGC Guarantee Program.
 
No reproduction of these Standards, in whole or in part, is lawful without the expressed permission of the RGC Guarantee Program.
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! style="background-color: orange;" | Editor's note
 
! style="background-color: orange;" | Editor's note
 
|-
 
|-
| style="color: black; background-color: #ffffcc; width: 100%;text-align:left" |  The following materials are divided into fourteen (14) sections, and most of the content has been significantly revised and supplemented. Therefore, the reader should consider all of the content in this Section to be new (published November 2018). Highlighted text indicates revisions made subsequent to the publishing of these revised Standards.
+
| style="color: black; background-color: #ffffcc; width: 100%;text-align:left" |  The content of this Standard was significantly revised and supplemented in November 2018. In June 2020 new material was added and some existing content was relocated to different Parts. This last addition and revision represents the final major update of the Architectural Sheet Metal (ASM) System Standard.
 +
<br>
 +
Highlighted text within the body of the online Standard and its Parts indicates revisions made within the last twelve (12) months.
 +
<br>
 
<br>
 
<br>
Click the icon below for a PDF copy of the current Standards.  The reader is responsible to ensure that downloaded copies remain current with the online version of the Roofing Practices '''Manual'''.  Only the online version of these or any other '''''RoofStar Guarantee Standards''''' shall be considered valid for the purpose of designing and constructing a RoofStar-qualified Project.
+
Click the icon below for a PDF copy of the current Standards published on this page<u>Please note that the PDF highlights only the changes made since the last published revision of these Standards</u>.
 +
 
 +
The reader is responsible to ensure that downloaded copies remain current with the online version of this Standard.  Only the online version of this or any other '''''RoofStar Guarantee Standard''''' shall be considered valid for the purpose of designing and constructing a RoofStar-qualified ''Project''.
 
<div class="col-md-12">
 
<div class="col-md-12">
[[File:Pdf.png|50 px|link=http://rpm.rcabc.org/images/7/7c/ASM_Guarantee_Standards.pdf|'''RoofStar Guarantee Standards for ASM Roof Assemblies''']]
+
[[File:Pdf.png|50 px|link=http://rpm.rcabc.org/images/8/86/RGC_Standards_for_ASM_Systems.pdf|'''RoofStar Guarantee Standards for ASM Systems''']]
 
</div>
 
</div>
To see the former RoofStar Guarantee Standards for ASM Roof Assemblies ('''for reference only''' on <u>Projects bid before December 1, 2018</u>), click [http://rpm.rcabc.org/index.php/RoofStar_Guarantee_Standards_for_ASM_Roof_Assemblies_(retired) '''here'''].  The link will remain active for one calendar year.
 
 
|}
 
|}
 
<div id="ASMGEN"></div>
 
<div id="ASMGEN"></div>
 +
 
=GENERAL=
 
=GENERAL=
#Architectural Metal Roofing Systems that are accepted for use in the RoofStar Guarantee Program are roll formed, non-structural (not designed to carry normal live loads), hydrokinetic (water-shedding) systems that must be installed over solid roof decks or rigid insulation panels. Although some metal panels may also be designed for use as structural (spanning member) systems, only their use as an architectural metal panel system (over solid deck) is accepted in the RoofStar Guarantee Program.
 
#Metal roofing panels are roll formed in full rafter length pans that are fastened to decks with metal clips and screws, or that are manufactured with perforations or slots to facilitate concealed fastening. Galvanized steel and wood are the most common deck materials used with architectural metal roofing. (Refer to '''3 Securing the Roof Assembly''').
 
 
 
==References==
 
==References==
In this '''Manual''', all references
+
In this ''Manual'', all references
#to the British Columbia Building Code or other standards presume the current edition that is in force.
+
<ol>
#to materials are assumed to be Accepted by the RGC, unless stated otherwise.
+
<li>to the ''British Columbia Building Code'' or other standards presume the current edition that is in force.
 +
<li>to materials are assumed to be Accepted by the RGC, unless stated otherwise.
 +
</li></ol>
  
 
==Definitions==
 
==Definitions==
 
In this '''Manual''',  
 
In this '''Manual''',  
:'''''Architectural Sheet Metal''''' and ASM are used interchangeably.
+
:;{{hilite | ''Assembly''|| 2020-July-3 }}: {{hilite |means a '''''System''''' in combination with its ''supporting deck'' structure (adapted from ''ASTM D6630-08 Standard Guide for Low slope Insulated Roof membrane Assembly Performance''|| 2020-July-3 }}).
:'''''Design Authority''''' means the individual or firm responsible for the issuance of ''Project'' specifications and details to which the ''Project'' will be bid and constructed. When a Contractor designs a ''Project'', the Contractor is deemed to be the ''Design Authority''.
+
;:
:'''''Contractor''''' (“contractor”) means the installer of a roof assembly or system. For the purpose of issuing a '''''RoofStar Guarantee''''', ''Contractor'' shall be read to mean a Member of the RCABC.
+
:;''Contractor'' (“contractor”): means the installer of a {{hilite | ''Project''|| 2020-July-3 }}. For the purpose of issuing a '''''RoofStar Guarantee''''', ''Contractor'' shall be read to mean a Member of the RCABC.
:'''''Project''''' means the designed or constructed ASM roof assembly or system.
+
;:
 +
:;''Design Authority'': means the individual or firm responsible for the issuance of ''Project'' specifications and details to which the ''Project'' will be bid and constructed. When a ''Contractor'' designs a ''Project'', the ''Contractor'' is deemed to be the ''Design Authority''.
 +
;:
 +
:;{{hilite | ''Eave Protection''|| 2021-June-30 }}: {{hilite | means a self-adhering water-proofing underlayment of a ''Water-shedding System'' that is applied along the eaves to prevent water ingress.  Eave protection materials may also be applied in valleys or along vulnerable plane transitions|| 2021-June-30 }}.
 +
;:
 +
:;{{hilite | ''Finished {{hilite |Waterproofing/Water-shedding|| 2021-February-7 }} System''|| 2020-July-3 }}: {{hilite |means the top surface of a ''Waterproofing System'' or ''Water-shedding System'' that may include ballast or ''Overburden''|| 2020-July-3 }}.
 +
;:
 +
:;{{hilite | ''Guarantor''|| 2020-July-3 }}: {{hilite |means the RGC '''''RoofStar Guarantee Program''''' that issues the '''''RoofStar Guarantee''''' ("''Guarantee''"); the two terms may be used interchangeably|| 2020-July-3 }}.
 +
;:
 +
:;{{hilite | ''Linear Metal Flashings''|| 2021-June-30 }}: {{hilite | are flashings cut and shaped from flat metal stock, to redirect water at roof perimeters and edges, and are used in valleys and drainage spillways|| 2021-June-30 }}.
 +
;:
 +
:;''Manual'': means the '''''Roofing Practices Manual'''''.
 +
;:
 +
:;''Project'': means the designed or constructed {{hilite | ''Waterproofing System'' or ''Water-shedding System''|| 2020-July-3 }}.
 +
;:
 +
:;{{hilite | ''System''|| 2020-July-3 }}: {{hilite |means the organization and securement of various interacting materials (apart from the supporting deck structure), designed and installed to prevent the transmission of water through the system into the conditioned space of a building (adapted from ''ASTM D6630-08 Standard Guide for Low slope Insulated Roof membrane Assembly Performance'')|| 2020-July-3 }}.
 +
;:
 +
:;{{hilite | ''Underlayment''|| 2021-June-30 }}: {{hilite | means a sheet material, either self-adhered or mechanically fastened, which serves as secondary protection beneath the water shedding roof covering of a ''Water-shedding System''|| 2021-June-30 }}.
 +
;:
 +
:;{{hilite | ''Waterproofing System''|| 2020-July-3 }}: {{hilite |means a membrane or liquid-applied system that, regardless of slope, waterproofs a roof or structure at grade.  These systems are typically installed on slopes less than 1:4 (3” in 12”)|| 2020-July-3 }}.
 +
;:
 +
:;{{hilite | ''Water-shedding System''|| 2020-July-3 }}: {{hilite |means a roof system that, with sufficient slope, sheds water away from a structure but does not necessarily waterproof it|| 2020-July-3 }}.
 +
;:
  
==Design Considerations==
+
{{hilite | Refer to the|| 2020-July-3 }} [http://rpm.rcabc.org/index.php?title=Glossary '''Glossary'''] {{hilite | for further definitions of key terms used in this ''Manual''|| 2020-July-3 }}.
#Compliance with '''''RoofStar Guarantee Standards''''' is mandatory for issuance of the '''''RoofStar Guarantee''''' certificate. The reader is urged to review all the sections of this '''Manual''' for '''''RoofStar Guarantee Standards''''' applicable to all aspects of the design.
 
#The '''''RoofStar Guarantee Program''''' covers only architectural metal roof systems applied over solid decking. Structural metal roof systems requiring metal panels to span framing members unsupported by solid decking are not covered under the '''''RoofStar Guarantee Program'''''.  
 
#Repairs or renovations to an existing roof system that is not covered by a '''''RoofStar Guarantee''''' do not qualify for a '''''RoofStar Guarantee'''''. Renovations are defined as the partial removal and replacement of a metal roof system. To qualify for a '''''RoofStar Guarantee''''', the roof system must incorporate new materials, unless provided otherwise by a written Variance issued by the RoofStar Guarantee Department prior to tendering.  Modifications or additions to a guaranteed roof are permissible, subject to various conditions, but must be made by a Contractor qualified to perform work under the '''''RoofStar Guarantee Program'''''.
 
  
===Engineered Designs:Structural===
+
==Design {{hilite | Considerations|| 2021-June-30 }}==
#To qualify for a '''''RoofStar Guarantee''''', all Architectural Sheet Metal roofs must be professionally engineered and documented on a Schedule S form (Specialty engineering; see the BCBC, current edition).  Roofs must be engineer-designed  to
 
##withstand all anticipated live and dead loads, including but not limited to wind and other environmental loads (i.e. rain, snow) expected for the building’s size and location (see 1.3.3 '''High Snow Loads''' below).
 
##accommodate thermal expansion and contraction of the roof system components.
 
#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 Application 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.<br/><br/>
 
::Each engineered designs must include, without limitation, the following:
 
 
<ol>
 
<ol>
::<li>Metal panel profile and gauge.
+
<li>Architectural Metal Roofing Systems that are accepted for use in the '''''RoofStar Guarantee Program''''' are roll formed, are generally non-structural (not designed to carry normal live loads), hydrokinetic (water-shedding) systems that commonly installed over solid roof ''decks'' or rigid insulation panels, but may also be intermittently supported when engineered to resist anticipated live loads ('''9.1.1'''('''6''')).  Although some metal panels may also be designed for use as structural (spanning member) systems, only their use as an architectural metal panel system is accepted in the '''''RoofStar Guarantee Program'''''.
::<li>Type of clips.
+
<li>Metal roofing panels are roll formed in full rafter length pans that are fastened to ''decks'' with metal clips and screws, or that are manufactured with perforations or slots to facilitate concealed fastening. Galvanized steel and wood are the most common ''deck'' materials used with architectural metal roofing. (Refer to '''Part 3 SECURING the ROOF ASSEMBLY''').
::<li>Bearing plates.
+
<li>Compliance with '''''RoofStar Guarantee Standards''''' is mandatory for issuance of the '''''RoofStar Guarantee''''' certificate. The reader is urged to review all the Parts of this ''Manual'' for '''''RoofStar Guarantee Standards''''' applicable to all aspects of the design.
::<li>Drag load components.
+
<li>The '''''RoofStar Guarantee Program''''' covers only 1) Architectural Metal Roofing Systems applied over solid ''decking''. Structural metal roof systems requiring metal panels to span framing members unsupported by solid ''decking'' are not covered under the '''''RoofStar Guarantee Program'''''.  
::<li>Fasteners (type, size and spacing).
+
<li>Repairs or renovations to an existing ''roof system'' that is not covered by a '''''RoofStar Guarantee''''' do not qualify for a '''''RoofStar Guarantee'''''. Renovations are defined as the partial removal and replacement of a metal ''roof system''. To qualify for a '''''RoofStar Guarantee''''', the ''roof system'' must incorporate new materials, unless provided otherwise by a written Variance issued by the RoofStar Guarantee Department prior to tendering. Modifications or additions to a guaranteed roof are permissible, subject to various conditions, but must be made by a ''Contractor'' qualified to perform work under the '''''RoofStar Guarantee Program'''''.
::<li>Roof assembly components (i.e. underlayment, insulation).
+
</li></ol>
::<li>Deck Substrate.</li>
 
</ol>
 
  
===Detail Review===
+
===[NOT USED]===
#Shop drawings for each ''Project'' detail, which may be drawn by the roofing contractor, must be reviewed by the Accepted Observer and returned to the RCABC for conformity to the '''''RoofStar Guarantee Standards''''' prior to the start of construction. 
+
===[NOT USED]===
#Each construction detail must be reviewed during a Project field observation and documented in the RGC field review report, to verify conformity to the '''''RoofStar Guarantee Standards'''''.
 
<div id="ASMSNOW"></div>
 
  
 
===High Snow Loads===
 
===High Snow Loads===
#In this '''Manual''', a ''high snow load area'' is considered a regional area with a Specified Snow Load higher than 3.5 kPa.
+
#In this ''Manual'', a ''high snow load area'' is considered a regional area with a Specified Snow Load higher than 3.5 kPa.
#To determine whether or not a building is located in a high snow load area, the ''Design Authority'' must calculate the anticipated snow loads for the roof, using the building code having jurisdiction.  The following references are extracted from the British Columbia Building Code:
+
#To determine whether or not a building is located in a high snow load area, the ''Design Authority'' must calculate the anticipated snow loads for the roof, using the building code having jurisdiction.  The following references are extracted from the ''British Columbia Building Code'':
##'''Div. B, 4.1.6.2 Specified Snow Load''' (see the formula for calculating snow loads).
+
##''Div. B, 4.1.6.2 Specified Snow Load'' (see the formula for calculating snow loads).
##'''Div. B, Appendix C, Table C-2''' which lists various types of loads, including snow loads, for specific reference locations throughout the province.
+
##''Div. B, Appendix C, Table C-2'' which lists various types of loads, including snow loads, for specific reference locations throughout the province.
 
#<span class="principles">Consideration should be given to</span>
 
#<span class="principles">Consideration should be given to</span>
 
##<span class="principles">slope</span>.
 
##<span class="principles">slope</span>.
Line 104: Line 118:
 
##placement of penetrations near the ridge line.
 
##placement of penetrations near the ridge line.
  
==Contractor Qualifications==
+
===[NOT USED]===
#Supervision, manufacturing and installation of a '''''RoofStar-guaranteed''''' metal roof system may be conducted only by established employees of Contractors who possess at least one of the following valid qualifications:
+
==={{hilite | Hot Works: Design || 2021-February-7 }}===
##Architectural Sheet Metal Journeyperson Certificate of Qualification.
+
<span class="reference">{{hilite | When any portion of a ''Waterproofing System'' is installed with heat, the work is classified as Hot Work.  Some tools used in the course of Hot Work can ignite combustible materials, and some building environments are more sensitive to fire than others, such as a building containing or in close proximity to flammable liquids. Hot work may occur during || 2021-February-7 }}</span>
##Sheet Metal trade ticket, together with at least five (5) years of documented experience installing and supervising the installation of ASM roofing.
+
:*<span class="reference">{{hilite | tear off (sparks)|| 2021-February-7 }}</span>.
##Roofing, Damp & Waterproofing trade ticket, together with at least five (5) years of documented experience installing and supervising the installation of ASM roofing.
+
:*<span class="reference">{{hilite | deck preparation (drying wet surfaces)|| 2021-February-7 }}</span>.
 +
:*<span class="reference">{{hilite | cold temperatures (warming materials or surfaces)|| 2021-February-7 }}</span>.
 +
:*<span class="reference">{{hilite | equipment use (sparks within electrical tools, or from cutting, drilling or grinding metal, concrete, stone or other hard surface products)|| 2021-February-7 }}</span>.
 +
:*<span class="reference">{{hilite | membrane installation (with the means of a kettle, hot-air welder or open flame torch)|| 2021-February-7 }}</span>.
 +
<ol>
 +
<li><span class="recommended">{{hilite | The ''Design Authority'' may specify that the contractor must maintain compliance with the RCABC Hot Work Program and consequently manage the Hot Work conducted on site || 2021-February-7 }}</span>.
 +
<li>{{hilite | When the ''Project'' involves Hot Work, the ''Design Authority'' must either || 2021-February-7 }}
 +
<ol>
 +
<li>{{hilite | pre-approve alternate applications already written within this ''Manual'', when the specified application is deemed to be fire sensitive by the contractor as part of the risk assessment process || 2021-February-7 }}.
 +
<li>{{hilite | provide alternate material and application requirements in the Specification for fire sensitive locations on the Project || 2021-February-7 }}.
 +
</li></ol>
 +
</li></ol>
 
<br>
 
<br>
::Refer to RCABC Policy A-248 and RCABC Policy A-107 Subcontracting.
+
{{hilite | See also '''1.4.3 Hot Works'''|| 2021-February-7 }}.
 +
 
 +
==={{hilite | Variances|| 2021-June-30 }}===
 +
{{hilite | When a design is unable to conform to the Standard, the ''Design Authority'' may apply to the RGC for a written Variance.  Application must be made in writing (email correspondence is common), and the request must|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | identify the ''Project'' name, its civic address and the applicable '''''RoofStar Guarantee''''' number (if already initiated)|| 2021-June-30 }}.
 +
<li>{{hilite | articulate the nature of the design problem|| 2021-June-30 }}.
 +
<li>{{hilite | cite the '''''RoofStar Guarantee''''' standard reference to which the Variance will apply|| 2021-June-30 }}.
 +
<li>{{hilite | provide design drawings (and photographs, if available) as supporting information|| 2021-June-30 }}.
 +
</li></ol>
 +
{{hilite | We may ask for more information in order to fully consider a request for a Variance and will issue a completed Variance only to the ''Design Authority'' for distribution to the ''Contractor''|| 2021-June-30 }}.
 +
 
 +
{{hilite | A Variance may be unrestricted in its scope, or it may include one or more conditions that will affect the design and construction of the ''Water-shedding System'' or ''Waterproofing System'', in order to accommodate the varied Standard.  Occasionally, a Variance may also restrict coverage offered by the '''''RoofStar Guarantee'''''|| 2021-June-30 }}.
 +
 
 +
{{hilite | Variances are issued only for the specific issue on the ''Project'' identified in the written request, and do not constitute general permission to depart from the published Standards in this ''Manual'', for any aspect of the same ''Project'' or for future ''Projects'', designed or constructed by any other firm|| 2021-June-30 }}.
  
== Replacement Roofing and Additions ==
+
==Scope==
#Where a new roof is tied-in to an existing roof, the two areas must be isolated and separated by a properly constructed curb joint that is
+
<ol>
##at least 125 mm (5”) in height.
+
<li>{{hilite | The '''''Guarantee Standards''''', Guiding Principles, Recommendations and Reference Materials in this ''Manual'' pertain to both new roofing construction and replacement roofing, unless explicitly stated otherwise|| 2020-July-3 }}.
##securely attached to the structure.
+
</li></ol>
##sealed and flashed in keeping with the requirements for curbs (see '''11.3.1 Curbs''').
+
 
 +
===New Construction===
 +
<ol>
 +
<li>{{hilite | New roof construction must utilize only newly manufactured materials, and may not incorporate recycled products, unless with the expressed, written consent of the '''''RoofStar Guarantee Program'''''|| 2020-July-3 }}.
 +
</li></ol>
 +
 
 +
===Replacement Roofing and Additions===
 +
<ol>
 +
<li>{{hilite | Replacement roofing shall be undertaken in the same manner, and to the same standards, as new roofing and must be installed over a bare, clean and suitable deck, free of any other materials (with the exception of existing ''eave protection'' membrane; refer to '''Part 8 EAVE PROTECTION, UNDERLAYMENT and VENTILATION'''), knots, distortions or ridges|| 2021-June-30 }}.
 +
<li>Where a new roof is tied-in to an existing roof, the two areas must be isolated and separated by a properly constructed ''curb'' joint that is
 +
<ol>
 +
<li>at least 125 mm (5”) in height.
 +
<li>securely attached to the structure.
 +
<li>sealed and flashed in keeping with the requirements for ''curbs'' (see '''11.3.1 Curbs''').
 +
</li></ol>
 
<br>
 
<br>
::If job conditions or aesthetic considerations do not allow for a curb joint, written permission must be obtained from the '''''RoofStar Guarantee Program''''' department to eliminate curb joints; a positive water cut-off must be installed to the deck to isolate the existing roof from the new roof.
+
If job conditions or aesthetic considerations do not allow for a ''curb'' joint, written permission must be obtained from the '''''RoofStar Guarantee Program''''' department to eliminate curb joints; a positive water cut-off must be installed to the ''deck'' to isolate the existing roof from the new roof.
 +
<li>New metal roofing and existing rainwater gutters must be protected from incidental damage including, without limitation, damage caused by ladders.
 +
<li>When replacement roofing is complete, debris must be removed from rainwater gutters.
 +
</li></ol>
 +
 
 +
==={{hilite | Hot Works: Contractor Requirements || 2021-February-7 }}===
 +
#{{hilite | The ''Contractor'' must maintain the requirements of the RCABC Hot Work Program. This includes the following, without limitation|| 2021-February-7 }}:
 +
##{{hilite | '''Insurance Coverage''' – limits carried on the ''Contractor’s'' policy must equal or exceed the minimum requirements set by RCABC, and coverage must be unhindered by warranties that limit or exclude coverage when Hot Work is required|| 2021-February-7 }}.
 +
##{{hilite | '''Education and training''' – workers who perform hot work must be trained by the ''Contractor'' and kept current with acceptable methods|| 2021-February-7 }}.
 +
##{{hilite | '''British Columbia Fire Code''' – a Fire Safety Plan, preventative methods or alternative work procedures, fire watches, and the use and placement of equipment at the ''Project'' site must comply with the BC Fire Code requirements for Hot Work|| 2021-February-7 }}.
 +
##{{hilite | '''Fire Safety Plan''' – the ''Contractor'' must assess the hazards to property and persons and produce a written Fire Safety Plan prior to the start of work.  The Fire Safety Plan must be kept on the ''Project'' site and must be kept current until the ''Project'' is completed|| 2021-February-7 }}.
 +
##{{hilite | '''RoofStar Guarantee Standards''' – the Contractor must adhere to the RoofStar Guarantee Standards at each juncture where the interface of different membranes applications constitutes part of the Fire Safety Plan|| 2021-February-7 }}.
 +
##{{hilite | '''Fire Watch''' – the ''Contractor'' must, as part of the Fire Safety Plan, conduct a fire watch|| 2021-February-7 }}
 +
###{{hilite | that complies with the ''British Columbia Fire Code''|| 2021-February-7 }}.
 +
###{{hilite | assigned to competent, trained personnel using suitable equipment, including the use of a hand-held infrared thermometer|| 2021-February-7 }}.
 +
###{{hilite | documented in a written fire watch log|| 2021-February-7 }}.
 +
##{{hilite | '''Hot Work Notification''' – notify the ''Project'' authority or the AHJ, as and when required, that Hot Works will be performed|| 2021-February-7 }}.
  
 
==Workmanship==
 
==Workmanship==
While integrity and functionality of a new roof or waterproofed deck is the foundation of a '''''RoofStar Guarantee''''', it is no less important to ensure that the end product exhibits excellent workmanship.
+
While integrity and functionality of a new roof or waterproofed ''deck'' is the foundation of a '''''RoofStar Guarantee''''', it is no less important to ensure that the finished ''Project'' exhibits excellent workmanship. {{hilite | Therefore, the following Standards apply|| 2021-February-7 }}:
 +
<ol>
 +
<li>{{hilite | The ''Contractor'' must take reasonable measures to protect the ''Project'' from damage by the weather, during and at the completion of construction.  Open penetrations and flashings must be temporarily sealed off from the weather, even when other trades are responsible to make a permanent seal or install overlapping materials.  See also '''4.1 General''' || 2021-February-7 }}.
 +
</li></ol>
 +
 
 +
===Contractor Qualifications===
 +
<ol>
 +
<li>Supervision, manufacturing and installation of a RoofStar-guaranteed Architectural Sheet Metal Roof System may be conducted only by established employees of ''Contractors'' who possess at least one of the following valid qualifications:
 +
<ol>
 +
<li>Architectural Sheet Metal Journeyperson Certificate of Qualification.
 +
<li>Sheet Metal trade ticket, together with at least five (5) years of documented experience installing and supervising the installation of ASM roofing.
 +
</li></ol>
 +
</li></ol>
 +
 
 +
==RoofStar Guarantee: Coverage and Limitations==
 +
{{hilite | A '''''RoofStar Guarantee''''' is available for almost any roof design, provided it is designed and built to the Standards in this ''Manual''. That said, there are limitations and conditions. They are listed on the ''Guarantee'' certificate, and include (without limitation) the following (as they are applicable to the type of ''Project'')|| 2020-July-3 }}:
 +
<ol>
 +
<li>{{hilite | The '''''RoofStar Guarantee''''' covers leaks resulting from new materials purchased, supplied and installed by the ''Contractor''.  All new materials incorporated into a ''Project'' intended to qualify for a '''''RoofStar Guarantee''''' must be expressly Accepted by the RGC and listed in the '''''Roofing Practices Manual'''''.  Accepted Materials include (without limitation)|| 2021-February-7 }}
 +
<ol>
 +
<li>{{hilite | ''Primary'' and ''Secondary Materials'' || 2021-February-7 }}.
 +
<li>{{hilite | penetration flashings and drains || 2021-February-7 }}.
 +
<li>{{hilite | roof-related linear metal flashings || 2021-February-7 }}.
 +
</li></ol>
 +
{{hilite | All materials or products supplied by anyone other than an Associate Member, or which are installed by someone other than the ''Contractor'', will be excluded from coverage under the ''Guarantee'', and may void the ''Guarantee'' entirely || 2021-February-7 }}.
 +
<li>{{hilite |Notwithstanding the definition of a ''Waterproofing'' or ''Water-shedding System'', the '''''RoofStar Guarantee''''' does not cover the quality, installation or performance of the ''supporting deck''|| 2020-July-3 }}.
 +
<li>{{hilite |The '''''RoofStar Guarantee''''' (subject to the limitations described herein or stated on the ''Guarantee'' certificate) is a guarantee against leaks only, caused only by a failure of|| 2020-July-3 }}{{hilite | new materials installed by the ''Contractor'', or resulting from the ''Contractor 's'' installation of new materials.
 +
<br><br>
 +
The term "new materials" includes ''Primary'' and ''Secondary Materials'', ''linear metal flashings'', and both penetration flashings and roof drains that have been expressly accepted for use on a ''Project'' designed and constructed to qualify for a '''''RoofStar Guarantee'''''.  Only materials listed in the Accepted Materials Division of the '''''Roofing Practices Manual''''' qualify for a '''''RoofStar Guarantee'''''.
 +
<br><br>
 +
The re-use of any existing material on a ''Project'' may void the ''Guarantee'' || 2021-February-7 }}.
 +
<li>{{hilite |Notwithstanding any of the ''Guarantee'' requirements in this ''Manual'', a '''''RoofStar Guarantee''''' <u>will not cover</u>|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite |leaks resulting from|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite |improper design || 2020-July-3 }}.
 +
<li>{{hilite |overloading|| 2020-July-3 }}.
 +
<li>{{hilite |water entry from other building components (walls, skylights, etc.)|| 2020-July-3 }}.
 +
<li>{{hilite | the failure of a drain or flashing supplied or installed by anyone other than the ''Contractor''|| 2020-July-3 }}.
 +
<li>{{hilite | neglected maintenance of the ''Project''|| 2020-July-3 }}.
 +
<li>{{hilite | building air leakage|| 2020-July-3 }}.
 +
<li>{{hilite | modifications to the ''Project'' made by anyone other than the ''Contractor''|| 2020-July-3 }}.
 +
<li>{{hilite | changes in building use or occupancy|| 2020-July-3 }}.</li></ol>
 +
<li>{{hilite | drain leaders, which are not considered part of the roof system|| 2020-July-3 }}.
 +
<li>{{hilite |the costs to remove and reinstall irrigation or other services (including, without limitation, electrical and gas services)|| 2020-July-3 }}.
 +
<li>{{hilite |replacement (new for old) of any Overburden|| 2020-July-3 }}.
 +
<li>{{hilite |damage or leaks caused by the roots of invasive plant species (for example, certain varieties of bamboo or willow), regardless of measures taken to protect the membrane|| 2020-July-3 }}.
 +
<li>{{hilite |a sacrificial third ply or a coating, used as a walkway or warning zone, as it is not considered part of the roof system.|| 2020-July-3 }}
 +
</li></ol>
 +
<li>{{hilite |''Overburdens'' may be installed on a ''Conventionally Insulated Waterproofing System'' or ''Protected'' (“inverted”) ''Membrane Roof Assembly'', but not all designs are suitable for any type, size or depth of ''Overburden'' (see '''Part 14 THE ROOF as a PLATFORM''' in ''Waterproofing Systems'' standards).|| 2020-July-3 }} <span class="recommended">{{hilite |The RGC recommends that a roof supporting ''Overburden'' be designed and constructed as a ''Protected Membrane Roof Assembly''|| 2020-July-3 }}</span>. {{hilite |The '''''RoofStar Guarantee''''' may be void if a roof is designed and constructed with ''Overburden'' that exceeds the capabilities of a ''Conventionally Insulated Waterproofing System''|| 2020-July-3 }}.
 +
<li>{{hilite | Only a fully adhered membrane may be used in a ''Protected'' (“inverted”) ''Membrane Roof Assembly''|| 2020-July-3 }}.
 +
<li>{{hilite | '''An Integrity Scan'''|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | must be performed by an RGC-recognized service provider|| 2020-July-3 }}.
 +
<li>{{hilite | is required on all W''aterproofing Systems'', to ensure the waterproofing is leak and damage-free, when ''Overburdens'', amenities or equipment are or will be installed on the completed ''Waterproofing System'' by|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | anyone other than the ''Contractor''|| 2020-July-3 }}.
 +
<li>{{hilite | the ''Contractor'' but only when the ''Overburdens'', amenities or equipment exceed 150 mm (6”) in depth|| 2020-July-3 }}.
 +
</li></ol>
 +
<li>{{hilite |is <u>not required</u> when the ''Contractor'' installs ''Overburden'', amenities or equipment equal to or less than 150 mm (6”) in depth|| 2020-July-3 }}.
 +
</li></ol>
 +
<br>
 +
:{{hilite | See '''Figure 1.1''' for further reference|| 2020-July-3 }}.
 +
{| class="wikitable"
 +
|+{{hilite | Figure 1.1|| 2020-July-3 }}
 +
|-
 +
| [[File:Figure 1.1.jpg|link=http://rpm.rcabc.org/images/c/cf/Figure_1.1.jpg| 800 px]]
 +
|}
 +
<li>{{hilite | '''Electronic Leak Detection''' is mandatory for grade-level ''Waterproofing Systems'', but optional for ''Waterproofing Systems'' on roofs|| 2020-July-3 }}.
 +
<li>{{hilite |'''Pre-curbs and Concrete Features'''|| 2020-July-3 }}:
 +
<ol>
 +
<li>{{hilite |When concrete ''walls'' or structures are constructed without a pre-curb, all concrete surfaces must be fully and continuously enveloped with the primary roof membrane|| 2020-July-3 }}.
 +
<li>{{hilite |While the application of non‐penetrating bonded tiling or other architectural finishes to the waterproofing membrane is acceptable for a '''''RoofStar Guarantee''''', and is subject to approval by the membrane manufacturer, the removal, reinstallation or replacement of any bonded finish, in order to investigate and repair leaks under the terms of the ''Guarantee'', is the responsibility of others|| 2020-July-3 }}.
 +
</li></ol>
 +
<li>{{hilite | '''Modifications during the Guarantee Term'''|| 2020-July-3 }}:
 +
<ol>
 +
<li>{{hilite |RGC must be notified in writing of any modifications or repairs to the RoofStar-guaranteed ''Project''|| 2020-July-3 }}.
 +
<li>{{hilite |The Owner must ensure that any modification or repair work done on the ''Project'' during the guarantee period is performed to '''''RoofStar Guarantee Standards''''' by a ''Contractor'', and is inspected by a RoofStar-accepted observation firm|| 2020-July-3 }}.
 +
</li></ol>
 +
<li>{{hilite |'''Maintenance''': the building Owner must ensure that the ''Project'' and its components are properly maintained. Debris in drains, caulking on or around metal flashings, and wind scouring of gravel are considered maintenance issues|| 2020-July-3 }}.
 +
<li>{{hilite |'''Removal and Reinstallation of Overburdens''': in order to investigate and repair a leak, the '''''RoofStar Guarantee Program''''' must be allowed to remove ''Overburdens'', to expose the membrane. The '''''RoofStar Guarantee''''' pays for the removal and reinstallation of <u>accessible ''Overburdens'' only</u>, when they are installed by the ''Contractor'', regardless of the ''Project'' design. The cost to remove, care for and reinstall any ''Overburden'' that exceeds these limits or conditions, which is inaccessible, or which was supplied or installed by others, will be borne by the Owner|| 2020-July-3 }}.
 +
<ol>
 +
<li>{{hilite |'''Maximum coverage area''': limited to one physically defined ''Project'' area (no maximum size)|| 2020-July-3 }}
 +
<li>{{hilite |The '''''RoofStar Guarantee''''' pays for removal and reinstallation of|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite |''Extensive vegetated roof systems'', provided they are comprised of trays or other recognized modular methods and are less than 150 mm (6”) in depth, exclusive of the plants|| 2020-July-3 }}.
 +
<li>{{hilite | other accessible coverings, provided they are unitized (for example, pavers on pedestals) and do not exceed 1 M2 or 90 Kg (200 lb.) per unit|| 2020-July-3 }}.
 +
<li>{{hilite |gravel ballast and its associated drainage or protection material components, provided the ballast is less than 150 mm (6”) deep|| 2020-July-3 }}.
 +
<li>{{hilite |structures, furnishings or planters provided each item, or any single component of each item, is easily detachable, does not require a specialty trade, and is no heavier than 90 Kg (200 lb)|| 2020-July-3 }}.
 +
</li></ol>
 +
</li></ol>
 +
</li></ol>
 
<hr>
 
<hr>
 
<div id=ASMDECK></div>
 
<div id=ASMDECK></div>
  
 
=SUPPORTING STRUCTURES: Decks and Walls=
 
=SUPPORTING STRUCTURES: Decks and Walls=
 +
==General==
 +
==={{hilite | Definitions|| 2021-June-30 }}===
 +
{{hilite |Refer to the|| 2021-June-30 }} [http://rpm.rcabc.org/index.php?title=Glossary '''Glossary'''] {{hilite |for further definitions of key terms used in this ''Manual''|| 2021-June-18 }}.
 +
:;{{hilite | Supporting deck ("deck")|| 2021-June-30 }}: {{hilite | means the "structural surface to which the ''Waterproofing'' or ''Water-shedding System'' is applied" (adapted from ''ASTM D1079-18 Standard Terminology Relating to Roofing and Waterproofing'')|| 2021-June-30 }}.
 +
:;{{hilite | Deck overlay|| 2021-June-30 }}: {{hilite | means a panel material secured to the ''Supporting Deck'' in order to render the deck surface continuous or suitable for the installation of roofing materials|| 2021-June-30 }}.
 +
:;{{hilite | Wall|| 2021-June-30 }}: {{hilite | means a structural or non-structural element in a building that vertically separates space.  ''Walls'' may separate the outside environment from the interior conditioned space of a building, or they may separate one or more interior spaces from each other (adapted from ''ASTM E631-15 Standard Terminology of Building Constructions'')|| 2021-June-30 }}.
 +
:;{{hilite | Wall overlay|| 2021-June-30 }}: {{hilite | means a panel material secured to the surface of a ''wall'', to render it suitable for the installation of roofing or ''wall'' cladding materials|| 2021-June-30 }}.
 +
 +
==={{hilite | Design || 2021-June-30 }}===
 +
<ol>
 +
<li>{{hilite | The ''British Columbia Building Code'', or the building code having jurisdiction, prevails in all cases except where it is exceeded by the '''''RoofStar Guarantee Standards''''' published in this ''Manual''|| 2020-July-3 }}.
 +
<li>{{hilite | Notwithstanding the '''''RoofStar Guarantee Standards''''' published in this ''Manual'', the '''''RoofStar Guarantee''''' does not extend coverage to the ''Supporting Deck'' or to its securement, which is the responsibility of the ''Design Authority'' and the building contractor|| 2020-July-3 }}.
 +
<li>{{hilite | Prior to the application of the roof system, the ''Supporting Deck'' and other surfaces receiving membranes must be smooth, straight, clean and free of|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | moisture|| 2020-July-3 }}.
 +
<li>{{hilite | frost|| 2020-July-3 }}.
 +
<li>{{hilite | dust and debris|| 2020-July-3 }}.
 +
<li>{{hilite | contaminants|| 2020-July-3 }}.
 +
<li>{{hilite | objectionable surface treatments|| 2020-July-3 }}.
 +
<li>{{hilite | release oils|| 2020-July-3 }}.
 +
<li>{{hilite | laitance|| 2020-July-3 }}.
 +
<br>
 +
If surface drying is required prior to roofing, use blown air to facilitate this.
 +
<li><span class="principles">Walls, parapets, curbs, blocking and penetrations should be constructed or placed prior to the commencement of roofing work.  This work is provided by other trades</span>.
 +
<li><span class="principles">The ''Supporting Deck'' should be dimensionally stable and capable of accommodating roof system component movement</span>.
 +
</li></ol>
 +
</li></ol>
 +
 
==Roof Slope==
 
==Roof Slope==
#A minimum slope of 1:6 (2" in 12") is required. Where the designed slope is less than 1:4 (3" in 12"), the engineered shop drawing package must be accompanied by manufacturer’s literature confirming that this application is acceptable.
+
<ol>
#Roofs with designed slopes less than the stated minimum (such as curved applications; see also '''9 PANELS''') will be considered for a '''''RoofStar Guarantee''''' provided  
+
<li>{{hilite | The '''''RoofStar Guarantee Program''''' classifies roofs according to their function – waterproofing or water-shedding.  Within each classification, slope is defined as follows|| 2020-July-3 }}:
##the design and installation details are submitted in writing to the Guarantee Program Administrator prior to the tendering of documents.
+
<ol>
##a written Variance is issued by the '''''RoofStar Guarantee Program''''' prior to close of tender.<br/><br/>
+
<li>{{hilite | '''Flat''' means a roof with a slope less than 1:6 (2” in 12”, or 9 degrees).|| 2020-July-3 }}
#:See also '''9 PANELS'''.
+
<li>{{hilite | '''Low Slope''' means a roof with a slope from 1:6 (2” in 12”, or 9 degrees) up to but less than 1:3 (4” in 12”, or 18 degrees).|| 2020-July-3 }}
#If proprietary systems are specified, the manufacturer's suggested minimum slope and application procedures must be followed in addition to '''''RoofStar Guarantee''''' requirements.
+
<li>{{hilite | '''Common Slope''' means a roof with a slope 1:3 (4” in 12”, or 18 degrees) up to and including 1:1 (12” in 12”, or 45 degrees).|| 2020-July-3 }}
 +
<li>{{hilite | '''Steep Slope''' means a roof with a slope greater than 1:1 (12” in 12”, or 45 degrees) up to and including 21:12 (21” in 12”, or 84 degrees).|| 2020-July-3 }}
 +
<li>{{hilite | '''Extreme Slope''' means a roof with a slope greater than 21:12 (21” in 12”, or 84 degrees).|| 2020-July-3 }}
 +
</li></ol>
 +
<br>
 +
{{hilite | See '''Figure 2.1''' for an illustrated guide to the above definitions.|| 2020-July-3 }}
 +
{| class="wikitable" | style="margin-left: 0px; margin-right: 0px; border: none;"
 +
|+{{hilite | Figure 2.1|| 2020-July-3 }}
 +
|-
 +
| [[File:2.1 Slope illustration.jpg|link=http://rpm.rcabc.org/images/d/d3/2.1_Slope_illustration.jpg | 600 px]]
 +
|}
 +
<li>A minimum slope of 1:6 (2" in 12") is required. Where the designed slope is less than 1:4 (3" in 12"), the engineered shop drawing package must be accompanied by manufacturer’s literature confirming that this application is acceptable.
 +
<li>Roofs with designed slopes less than the stated minimum (such as curved applications; see also '''Part 9 PANELS''') will be considered for a '''''RoofStar Guarantee''''' provided  
 +
<ol>
 +
<li>the design and installation details are submitted in writing to the Guarantee Program Administrator prior to the tendering of documents.
 +
<li>a written Variance is issued by the '''''RoofStar Guarantee Program''''' prior to close of tender.
 +
</li></ol>
 +
<br>
 +
See also '''Part 9 PANELS'''.
 +
<li>If proprietary systems are specified, the manufacturer's suggested minimum slope and application procedures must be followed in addition to '''''RoofStar Guarantee''''' requirements.
 +
</li></ol>
  
 
==Supporting Deck Types==
 
==Supporting Deck Types==
 
===Wood Decks===
 
===Wood Decks===
#<span class="principles">All wood decks</span>
+
#<span class="principles">All wood ''decks''</span>
 
##<span class="principles">must be affixed to the supporting framing or structure with corrosion-resistant</span>
 
##<span class="principles">must be affixed to the supporting framing or structure with corrosion-resistant</span>
 
###<span class="principles">wood screws</span>.
 
###<span class="principles">wood screws</span>.
Line 142: Line 349:
 
###<span class="principles">ring shank nails</span>.
 
###<span class="principles">ring shank nails</span>.
 
##with knots or cracks must
 
##with knots or cracks must
###have metal affixed over them before the deck can be accepted for roofing (this work should be done by others)
+
###have metal affixed over them before the ''deck'' can be accepted for roofing (this work should be done by others)
 
###be overlaid with a layer of knot-free 12.5 mm (1/2”) plywood
 
###be overlaid with a layer of knot-free 12.5 mm (1/2”) plywood
 
#<span class="principles">The structural suitability of the fastener is the responsibility of the ''Design Authority''</span>.
 
#<span class="principles">The structural suitability of the fastener is the responsibility of the ''Design Authority''</span>.
#Plywood with a minimum thickness of 15.9 mm (5/8") is the only acceptable sheathing to be used for wood roof decking, unless applied over a solid lumber decks  (including, without limitation, laminated timber and wood board decks). Tongue and groove plywood sheathing with a minimum thickness of 15.9 mm (5/8") is required for decking on all copper and zinc non-ferrous (i.e. copper, zinc) metal panel roof systems.
+
#Plywood with a minimum thickness of 15.9 mm (5/8") is the only acceptable sheathing to be used for wood roof ''decks'', unless applied over a solid lumber ''decks'' (including, without limitation, laminated timber and wood board ''decks''). Tongue and groove plywood sheathing with a minimum thickness of 15.9 mm (5/8") is required for ''decks'' on all copper and zinc non-ferrous (i.e. copper, zinc) metal panel roof systems.
#OSB (sheathing) is '''not''' an acceptable wood deck.
+
#OSB (sheathing) is '''not''' an acceptable wood ''deck''.
  
 
===Steel Decks===
 
===Steel Decks===
#Steel decks must conform to one of the following specifications:  
+
#Steel ''decks'' must conform to one of the following specifications:  
##ASTM Standard Specification A653 / A653M, Sheet Steel, Zinc-Coated (Galvanized) by the Hot-Dip Process, Structural (Physical) Quality, minimum Grade 33, with a design thickness of 22 gauge (0.759 mm) or greater and a minimum zinc coating designation Z275.
+
##''ASTM Standard Specification A653 / A653M'', Sheet Steel, Zinc-Coated (Galvanized) by the Hot-Dip Process, Structural (Physical) Quality, minimum Grade 33, with a design thickness of 22-gauge (0.759 mm) or greater and a minimum zinc coating designation ''Z275''.
##ASTM Standard Specification A792 / A792M, Steel Sheet, Aluminum-Zinc Alloy-Coated by the Hot-Dip Process, General Requirements, minimum Grade 33, with a design thickness of 22 gauge (0.759 mm) or greater and a minimum aluminum-zinc alloy coating designation AZ150.  
+
##''ASTM Standard Specification A792 / A792M'', Steel Sheet, Aluminum-Zinc Alloy-Coated by the Hot-Dip Process, General Requirements, minimum Grade 33, with a design thickness of 22-gauge (0.759 mm) or greater and a minimum aluminum-zinc alloy coating designation ''AZ150''.
  
 
===Concrete Decks===
 
===Concrete Decks===
#Direct contact between metal roofing and concrete, light concrete, stone and mortar '''must be avoided'''. <span class="principles">The selection of a suitable underlay, insulation, and method of attachment to a concrete deck or wall is the responsibility of the ''Design Authority''</span>.
+
#Direct contact between metal roofing and concrete, light concrete, stone and mortar '''must be avoided'''. <span class="principles">The selection of a suitable underlay, insulation, and method of attachment to a concrete ''deck'' or ''wall'' is the responsibility of the ''Design Authority''</span>.
 +
 
 +
==[NOT USED]==
 +
==[NOT USED]==
  
 
==Walls==
 
==Walls==
#Wood or steel-stud walls must be sheathed with a material suitable for securing metal flashings.
+
==={{hilite | General|| 2021-June-30 }}===
#For concrete walls, refer to '''2.2.3 Concrete''' above.
+
<ol>
 +
<li>{{hilite | ''Wall'' surfaces must be clean, dry and smooth, suitable for the application of roof system materials.  When the ''wall'' surface is unsuitable to receive waterproofing materials, it must be resurfaced with an RoofStar-accepted ''wall'' overlay.  See '''Part 5 DECK and WALL OVERLAYS''' for material and application standards|| 2021-June-18 }}.
 +
<li>{{hilite | ''Sheathing'', defined as a rigid panel material secured directly onto framing, is considered a ''wall'' surface for the purpose of this Standard|| 2021-June-18 }}.
 +
<li>{{hilite | ''Wall'' surfaces receiving waterproofing materials must extend vertically beyond the maximum height of waterproofing materials but in any event must be installed at least 200 mm (8”) high, above the surface of the ''Finished Roof/Waterproofing Assembly''. For suitable ''wall'' surface materials, see '''2.6.2''' below|| 2021-June-18 }}.
 +
<li><span class="reference">''Walls'' and roofs commonly intersect in two ways:</span>
 +
<ol>
 +
<li><span class="reference">Directly, where the ''wall'' structurally connects to the roof structure, so that both move together</span>.
 +
<li><span class="reference">Indirectly, where the roof structure and the ''wall'' structure are independent of each other, so that the movement of one does not affect the other</span>.  These locations require an expansion joint.
 +
</li></ol>
 +
<li>The ''Design Authority'' must ensure a continuous connection between the roof system from field to perimeter, in order to control or inhibit the movement of water, air and vapour.
 +
<li>Wood or steel-stud ''walls'' must be sheathed with a material suitable for securing metal flashings.
 +
<li>For concrete ''walls'', refer to '''2.2.3 Concrete''' above.
 +
</li></ol>
 +
 
 +
==={{hilite | Materials|| 2021-June-30 }}===
 +
<ol>
 +
<li>{{hilite | Concrete surfaces must comply with the requirements set out in '''2.1.3'''.  When concrete surfaces do not comply, concrete ''walls'' may be sheathed with any one of the following|| 2021-June-30 }}:
 +
<ol>
 +
<li>{{hilite | 15.9 mm (5/8”) thick treated plywood|| 2021-June-30 }}.
 +
<li>{{hilite | fibre-mat reinforced cement boards with a minimum thickness of 9.5 mm (⅜")|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | Both materials must also conform to ''ASTM C1325-04''|| 2021-June-30 }}.
 +
<li>{{hilite | For framed ''walls'', the following ''sheathing'' material are acceptable|| 2021-June-30 }}:
 +
<ol>
 +
<li>{{hilite | Moisture-resistant gypsum core boards specifically designed to receive roof membranes; boards must have a minimum thickness of 12 mm (1/2”). These panel may be installed horizontally or vertically|| 2021-June-30 }}.
 +
<li>{{hilite | Fibre-mat reinforced cement boards with a minimum thickness of 9.5 mm (⅜")|| 2021-June-30 }}.
 +
<li>{{hilite | Plywood with a minimum thickness of 12 mm (1/2”)|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
 +
 
 +
==Electrical Cables and Boxes==
 +
<span class="reference">Electrical cables (including conduit) or boxes installed inside, on top of, or beneath a roof assembly {{hilite | may|| 2021-June-30 }} expose roofing workers to electrical shock and {{hilite | may inhibit the installation of some roof systems designed to resist wind uplift.  Furthermore, electrical cables on, in or under the roof assembly|| 2021-February-7 }}expose the building and the public to both shock and fire.  Hidden electrical wiring and boxed junctions can be extremely difficult to document before work begins, and while some technologies are purportedly accurate in identifying energized circuits before they are damaged, false readings make these technologies less than reliable.  During replacement roofing, avoiding damage to electrical circuits from cutters and fasteners is sometimes next to impossible.  It is therefore desirable to design buildings with realistic separations between electrical wiring and boxes, and roof assemblies|| 2020-July-3 }}</span>.
 +
 
 +
<span class="reference">{{hilite | For more about this topic, see the reprinted Safety Bulletin issued by the '''BC Safety Authority''', republished in the November 10, 2015|| 2020-July-3 }}</span> [http://www.rcabc.org/technical/technical-updates/ '''Technical Update'''].
 +
 +
<span class="reference">{{hilite | Currently, neither the ''Canadian Electrical Code, Part I'' nor the ''British Columbia Electrical Code'' explicitly prohibit, nor explicitly permit, the installation electrical cables and boxes anywhere in close proximity to a roof assembly|| 2020-July-3 }}</span>.  <span class="principles">{{hilite | The ''Design Authority'' therefore has the latitude to write restrictions concerning the location of electrical installations, and consequently eliminate shock and fire hazards.  To do so, apply the following standards when preparing ''Project'' specifications to qualify for a '''''RoofStar Guarantee'''''|| 2020-July-3 }}</span>.
 +
 
 +
===New Construction===
 +
#{{hilite | Electrical cables, raceways or boxes shall not be installed within a roof assembly|| 2020-July-3 }}{{hilite | ('''Figure 2.7.1-1''') || 2021-February-7 }}.
 +
#{{hilite | Electrical cables, raceways or boxes shall not be installed on the underside of a roof assembly, unless|| 2020-July-3 }}
 +
##{{hilite | the ''supporting deck'' structure equals or exceeds 76 mm (3”) in thickness|| 2020-July-3 }}{{hilite | ('''Figure 2.7.1-2''') || 2021-February-7 }}, or
 +
##{{hilite | the cables, raceways or boxes are installed and supported so there is a separation of not less than 38 mm measured between the underside of the roof assembly and the electrical installation|| 2020-July-3 }}{{hilite | ('''Figure 2.7.1-3''') || 2021-February-7 }}.
 +
#{{hilite | Notwithstanding either (1) and (2), cables or raceways shall be permitted to pass through a roof assembly for connection to electrical equipment installed on the roof, provided that the passage through the roof is a part of the roof assembly design|| 2020-July-3 }}.
 +
#<span class="principles">{{hilite | Electrical cables installed above the roof assembly should be elevated to permit proper support, roof maintenance and future replacement roofing</span>|| 2021-February-7 }} {{hilite | ('''Figure 2.7.1-4''') || 2021-February-7 }}.
 +
 
 +
<div class="col-md-12">
 +
<div class="col-md-3">
 +
{| class="wikitable"; table style="background-color:white"; border="#A9A9A9;"
 +
|+ {{hilite | '''Figures 2.7.1-1'''|| 2021-February-7 }}
 +
|-
 +
| [[File:Figure 2.7.1-1.jpg|class=img-responsive | link=http://rpm.rcabc.org/images/5/51/Figure_2.7.1-1.jpg | 250 px]]
 +
|}
 +
</div>
 +
<div class="col-md-3">
 +
{| class="wikitable"; table style="background-color:white"; border="#A9A9A9;"
 +
|+ {{hilite | '''Figures 2.7.1-2'''|| 2021-February-7 }}
 +
|-
 +
| [[File:Figure 2.7.1-2.jpg|class=img-responsive | link=http://rpm.rcabc.org/images/e/e9/Figure_2.7.1-2.jpg | 250 px]]
 +
|}
 +
</div>
 +
<div class="col-md-3">
 +
{| class="wikitable"; table style="background-color:white"; border="#A9A9A9;"
 +
|+ {{hilite | '''Figures 2.7.1-3'''|| 2021-February-7 }}
 +
|-
 +
| [[File:Figure 2.7.1-3.jpg|class=img-responsive | link=http://rpm.rcabc.org/images/6/6d/Figure_2.7.1-3.jpg | 250 px]]
 +
|}
 +
</div>
 +
<div class="col-md-3">
 +
{| class="wikitable"; table style="background-color:white"; border="#A9A9A9;"
 +
|+ {{hilite | '''Figures 2.7.1-4'''|| 2021-February-7 }}
 +
|-
 +
| [[File:Figure 2.7.1-4.jpg|class=img-responsive | link=http://rpm.rcabc.org/images/5/58/Figure_2.7.1-4.jpg | 250 px]]
 +
|}
 +
</div>
 +
</div>
 +
 
 +
===Replacement Roofing===
 +
#{{hilite | If existing electrical cables or boxes do not conform to the standards in '''2.7.1 New Construction''', the ''Design Authority'' must consider the attachment of the roof system above the electrical system, and the requirements set out in '''Part 3 SECURING the ROOF ASSEMBLY'''|| 2020-July-3 }}.
 +
#<span class="principles">{{hilite | The ''Design Authority'' should|| 2020-July-3 }}</span>
 +
##<span class="principles">{{hilite | specify protection of existing electrical cables and boxes (a 5 mm (3/16”) steel plate may be used to minimize the possibility of fastener penetration and cutter damage)|| 2020-July-3 }}, {{hilite | but it should be understood that protection plates may interfere with mechanical fasteners used to secure the roof system against wind uplift, even for future replacement roofing)|| 2021-February-7 }}.</span>
 +
##<span class="principles">{{hilite | provide the building owner with detailed as-built drawings that accurately map the location of electrical cables and boxes|| 2020-July-3 }}</span>.
 +
 
 
<hr>
 
<hr>
 
<div id=ASMSECURE></div>
 
<div id=ASMSECURE></div>
Line 165: Line 456:
 
==General==
 
==General==
 
===Design and Testing===
 
===Design and Testing===
The ''Design Authority'' is responsible to design the securement of the roof assembly, as required under '''1.2.1 Engineered Designs: Structura'''l.  The following information is a reference tool for designers, to be used at their own discretion.
+
The ''Design Authority'' is responsible to design the securement of the roof assembly, as required under {{hilite | '''9.1.1 Design''' ||2021-June-30 }}.  The following information is a reference tool for designers, to be used at their own discretion.
 
<div id=ASMTEST></div>
 
<div id=ASMTEST></div>
<span class="reference">The</span> '''''RoofStar Guarantee Program''''' (RCABC Guarantee Corp., or RGC) <span class="reference">initiated an investigation to establish the wind uplift resistance of architectural concealed fastener metal roof systems for use in British Columbia. The wind uplift tests were carried out at the Dynamic Roofing Facility at National Research Council, Institute For Research In Construction (NRC/IRC)</span>.  
+
<span class="reference">The</span> '''''RoofStar Guarantee Program''''' (RCABC Guarantee Corp., or RGC) <span class="reference">initiated an investigation to establish the wind uplift resistance of architectural concealed fastener metal roof systems for use in British Columbia. The wind uplift tests were carried out at the ''Dynamic Roofing Facility at National Research Council, Institute For Research In Construction'' (NRC/IRC)</span>.  
  
<span class="reference">NRC/IRC report No.B1040 –3</span> (see [http://rpm.rcabc.org/index.php/ASM_Application_Guides_and_Notes '''ASM Application Guides and Notes''']) <span class="reference">provides a simplified procedure for wind uplift design for roof assemblies with architectural metal roof coverings. In addition, NRC / IRC reports No. B1040-1 and B1040-2 provided the wind resistance test results for RoofStar-accepted metal panel systems and assisted the</span> '''''RoofStar Guarantee Program''''' <span class="reference">in developing guarantee standards and acceptance criteria for the Architectural Concealed Fastener Metal Roof Systems that are accepted for used in the</span> '''''RoofStar Guarantee Program'''''.
+
<span class="reference">''NRC/IRC report No. B1040–3''</span> (see [http://rpm.rcabc.org/index.php/ASM_Application_Guides_and_Notes '''ASM Application Guides and Notes''']) <span class="reference">provides a simplified procedure for wind uplift design for roof assemblies with architectural metal roof coverings. In addition, ''NRC / IRC reports No. B1040-1'' and ''B1040-2'' provided the wind resistance test results for RoofStar-accepted metal panel systems and assisted the</span> '''''RoofStar Guarantee Program''''' <span class="reference">in developing guarantee standards and acceptance criteria for RoofStar-accepted Architectural Sheet Metal Roof Systems.
  
 
==Materials==
 
==Materials==
 
===Fasteners, Clips and Cleats===
 
===Fasteners, Clips and Cleats===
#For specific requirements, see below under Sections 9, 10 and 11.
+
#For specific requirements, see below under '''Part 9''', ''' Part 10''' and '''Part 11'''.
  
 
==Application==
 
==Application==
#Concealed fasteners <span class="principles">should provide clearance for the underside of the metal panel</span> and must be of a material compatible with the metal clip.
+
<ol>
 +
<li>{{hilite | All metal panels must be secured to their underlying supports with concealed fasteners. Exposed fastener securement is not acceptable|| 2021-June-30 }}.
 +
<li>Concealed fasteners <span class="principles">should provide clearance for the underside of the metal panel</span> and must be of a material compatible with the metal clip.
 +
<li>{{hilite | Regardless of where fasteners are used in the roof assembly, when they penetrate and secure another material to a substrate, mechanical fasteners must penetrate|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | steel ''decks'' at least 20 mm (3/4");|| 2020-July-3 }}<span class="principles">{{hilite | fasteners should penetrate the top flutes only|| 2020-July-3 }}</span>.
 +
<li>{{hilite | into solid dimensional lumber by at least 25 mm (1")|| 2020-July-3 }}.
 +
<li>{{hilite | through plywood sheathing by at least 17 mm (3/4”)|| 2020-July-3 }}.
 +
</li></ol>
 +
<br>
 +
{{hilite | These Standards may be exceeded by the fastener manufacturer’s published requirements|| 2020-July-3 }}.
 +
</li></ol>
 +
 
 
<hr>
 
<hr>
 
<div id=ASMMAT></div>
 
<div id=ASMMAT></div>
Line 182: Line 485:
 
=MATERIALS=
 
=MATERIALS=
 
NOTE: Click [http://rpm.rcabc.org/index.php?title=Materials_by_Product_Type '''here'''] to view all the Materials accepted for use in the '''''RoofStar Guarantee Program'''''.  
 
NOTE: Click [http://rpm.rcabc.org/index.php?title=Materials_by_Product_Type '''here'''] to view all the Materials accepted for use in the '''''RoofStar Guarantee Program'''''.  
 +
==Definitions==
 +
{{hilite | Refer to the|| 2021-June-30 }} [http://rpm.rcabc.org/index.php?title=Glossary '''Glossary'''] {{hilite | for further definitions of key terms used in this ''Manual''|| 2021-June-30 }}.
 +
:;{{hilite | ''Primary Material''|| 2021-June-30 }}: {{hilite | means a roofing, waterproofing or water-shedding material which is directly exposed to the weather and which is primarily responsible for protecting secondary materials, and the building interior, from water and weather generally. Membranes, metal panels or shingles form the core of this material category|| 2021-June-30 }}.
 +
:;{{hilite | ''Secondary Material''|| 2021-June-30 }}: {{hilite | means one which forms part of a ''Waterproofing'' or ''Water-shedding System'' and which may affect the wind resistance characteristics of the entire assembly but is not necessarily exposed to the weather|| 2021-June-30 }}.
 +
 
==General==
 
==General==
#All roofing components installed by the contractor must be  
+
<ol>
##new
+
<li>All roofing components installed by the ''Contractor'' must be  
##accepted by the '''''RoofStar Guarantee Program'''''
+
<ol>
##manufactured, or listed as acceptable by, the panel manufacturer
+
<li>new
#All materials must be protected from weather, properly stacked and secured above ground or the roof surface and covered by wrappers approved or recommended by the manufacturer.
+
<li>accepted by the '''''RoofStar Guarantee Program'''''.
#All installed roofing materials that are susceptible to moisture damage must be made watertight by the end of each work day.
+
<li>manufactured by, or listed as acceptable to, the manufacturer of the primary field membrane or water-shedding material.
#A Primary Material is a roofing, waterproofing or water-shedding material which is directly exposed to the weather and which is primarily responsible for protecting secondary materials, and the building interior, from water and weather generally. Membranes, metal panels or shingles form the core of this material type.
+
</li></ol>
#A Secondary Material is one which forms part of the roof or waterproofing assembly and which may affect the wind resistance characteristics of the entire assembly, but is not necessarily exposed to the weather.
+
<br>
#Metals and fasteners must be compatible with each other, to avoid galvanic corrosion which can occur when dissimilar metals come in contact with each other. The size of fasteners shall be determined by the ''Design Authority''.
+
A list of all Accepted Materials is published in this ''Manual'' (see link above).
 +
 
 +
{{hilite | Also see '''1.6 (2) RoofStar Guarantee: Coverage and Limitations''' for restrictions and limitations on any roofing material, ''linear metal flashing'', penetration flashing or drain used on a ''Project'' qualifying for a '''''RoofStar Guarantee'''''|| 2021-February-7 }}.
 +
 
 +
<li>All materials must be protected from weather, properly stacked and secured above ground or the roof surface and covered by wrappers approved or recommended by the manufacturer.
 +
<li>All installed roofing materials that are susceptible to moisture damage must be made watertight by the end of each work day.
 +
<li>Metals and fasteners must be compatible with each other, to avoid galvanic corrosion which can occur when dissimilar metals contact each other.
 +
</li></ol>
 +
<div id=ASMOVERLAYS></div>
 
<hr>
 
<hr>
<div id=ASMOVERLAYS></div>
 
  
 
=DECK and WALL OVERLAYS=
 
=DECK and WALL OVERLAYS=
==General==
+
=={{hilite | General|| 2021-June-30 }}==
#A roof deck overlay is installed as part of the Roof Assembly, on the top surface of the roof deck but beneath the roofing materials. These products are most commonly affixed to steel decks to provide a level surface for the roof membrane or air or vapour control layers, or to serve as a thermal barrier between the roof deck and combustible insulation.  Roof deck overlay materials may also be applied to other types of supporting deck structures, depending on the roof design criteria.
+
==={{hilite | Definitions|| 2021-June-30 }}===
 +
{{hilite |Refer to the|| 2021-June-30 }} [http://rpm.rcabc.org/index.php?title=Glossary '''Glossary'''] {{hilite |for further definitions of key terms used in this ''Manual''.  See also '''2.1.1 Definitions'''.|| 2021-June-18 }}.
 +
==={{hilite | Design|| 2021-June-18 }}===
 +
<ol>
 +
<li>When a ''supporting deck'' structure or ''wall'' is unsuitable for the application of roofing materials, it must be covered with a RoofStar-accepted overlay. See '''2.1''' ('''3''') for supporting ''deck'' and ''wall'' surface requirements.
 +
<li><span class="reference">{{hilite | A roof ''deck overlay'' is installed as part of the ''Roof Assembly'', on the top surface of the roof ''deck'' but beneath the roofing materials. These products are commonly affixed to steel decks to provide a level surface for the roof membrane or air or vapour control layers, or to serve as a thermal barrier between the roof deck and combustible insulation.  Roof ''deck overlay'' materials may also be applied to other types of supporting deck structures, depending on the roof design criteria|| 2021-June-30 }}</span>.
 +
<li><span class="reference">{{hilite | Wall overlays are less common on ''Water-shedding Systems'' but may be required to provide a suitable surface for self-adhering membrane flashing</span>|| 2021-June-30 }}.
 +
<li>{{hilite | For roof assemblies designed above a vaulted conditioned space, see also '''6.1.3.2 Attic Ventilation'''|| 2021-June-30 }}.
 +
</li></ol>
  
 
==Materials==
 
==Materials==
#Deck and wall overlays must be suitable for, and compatible with, any membrane or panel application.  Plywood, measuring at least 12.5 mm (1/2”) in thickness, is acceptable as a deck or wall overlay.
+
<ol>
#When the Building Code having jurisdiction requires a thermal barrier, an accepted deck overlay must be specified and installed.
+
<li>''Deck overlays'' and ''wall overlays'' must be suitable for, and compatible with, any membrane or panel application.  Plywood, measuring at least 12.7 mm (1/2”) in thickness, is acceptable as a ''deck overlay'' or ''wall overlay''.
#Walls that require resurfacing for membrane application must be covered with an accepted wall overlay.  See [http://rpm.rcabc.org/index.php/Wall_Overlays '''Accepted Wall Overlays'''].
+
<li>When the Building Code having jurisdiction requires a thermal barrier, an accepted ''deck overlay'' must be specified and installed.
#See also [http://rpm.rcabc.org/index.php/Roof_Deck_Overlays '''Accepted Deck Overlays'''].
+
<li>Walls that require resurfacing for membrane application must be covered with an accepted ''wall overlay''.  See Accepted [http://rpm.rcabc.org/index.php/Wall_Overlays '''Wall Overlays''']. See also [http://rpm.rcabc.org/index.php/Roof_Deck_Overlays '''Accepted Deck Overlays'''].
 +
</li></ol>
  
 
==Application==
 
==Application==
 
===General===
 
===General===
#Deck overlays must be
+
#''Deck overlays'' must be
##fully or intermittently supported along all edges by the deck.
+
##fully or intermittently supported along all edges by the ''deck''.
 
##installed in a staggered pattern (offset) at least 300 mm (12") from adjacent board rows.  A minus offset tolerance of 50 mm (2") maximum will be permitted to compensate for variance in the manufacturer's tolerance of differing board widths and lengths.
 
##installed in a staggered pattern (offset) at least 300 mm (12") from adjacent board rows.  A minus offset tolerance of 50 mm (2") maximum will be permitted to compensate for variance in the manufacturer's tolerance of differing board widths and lengths.
##affixed to the deck with either
+
##affixed to the ''deck'' with either
 
###mechanical fasteners, and/or
 
###mechanical fasteners, and/or
 
###proprietary polyurethane foam adhesives acceptable to the primary roof system manufacturer to meet or exceed the requirements set out in '''3 SECURING the ROOF ASSEMBLY'''.
 
###proprietary polyurethane foam adhesives acceptable to the primary roof system manufacturer to meet or exceed the requirements set out in '''3 SECURING the ROOF ASSEMBLY'''.
##independently fastened to the deck  
+
##independently fastened to the ''deck''
 
###with at least four (4) fasteners (with plates) per 1200 x 2400 (4’x8’) sheet, or  
 
###with at least four (4) fasteners (with plates) per 1200 x 2400 (4’x8’) sheet, or  
 
###as specified by the ''Design Authority''.
 
###as specified by the ''Design Authority''.
#Wall overlays
+
#''Wall overlays''
##must be applied to existing sheathing where sheathing is not an acceptable substrate
+
##must be applied to existing sheathing where sheathing is not an acceptable substrate.
##<span class="principles">may be mechanically fastened or adhered</span>
+
##<span class="principles">may be mechanically fastened or adhered</span>.
  
 
===Steel Decks===
 
===Steel Decks===
#Deck overlays used as a thermal barrier to achieve a specific fire rating must conform to the applicable code and insurance requirements for the roof assembly.  
+
#''Deck overlays'' used as a thermal barrier to achieve a specific fire rating must conform to the applicable code and insurance requirements for the roof ''assembly''.  
#When the roof assembly is uninsulated, the deck must be overlaid to provide a continuous layer of support.  The deck overlay must be at least one layer of 12.7 mm (1/2”)
+
#When the roof ''assembly'' is uninsulated, the deck must be overlaid to provide a continuous layer of support.  {{hilite | The deck overlay must be at least one layer (min. 12.7 mm (1/2”)) of either|| 2021-June-30 }}
##moisture resistant gypsum core board deck overlay board, or with
+
##{{hilite | moisture resistant gypsum core board deck overlay board|| 2021-June-30 }}.
##plywood.
+
##{{hilite | plywood|| 2021-June-30 }}.
  
 
===Wood Decks===
 
===Wood Decks===
#A mechanically-fastened overlay board is required for any deck structure that does not meet the deck fastening criteria set out in '''2.2.1 Wood Decks'''.
+
#A mechanically-fastened overlay board is required for any ''supporting deck'' that does not meet the deck fastening criteria set out in '''2.3.1 Wood Decks'''.
  
 
===Concrete Decks===
 
===Concrete Decks===
#While metal panels must be separated from a concrete deck to prevent corrosion, a deck overlay is not mandatory and separation may be made with an underlayment.
+
#While metal panels must be separated from a concrete ''deck'' to prevent corrosion, a ''deck overlay'' is not mandatory and separation may be made with an underlayment.
  
 
===Walls===
 
===Walls===
#Where the wall surface is unsuitable to receive a membrane, it must be covered with an accepted overlay material.
+
<ol>
#Wall overlays must be
+
<li>Where the ''wall'' surface is unsuitable to receive a membrane, it must be covered with an accepted overlay panel material {{hilite | (refer to '''Division C: Accepted Materials''' in this ''Manual'')|| 2021-June-30 }}.
##mechanically fastened with screw fasteners placed  
+
<li>''Wall'' overlays must be  
###at the perimeters.
+
<ol>
###at the corners.
+
<li>mechanically fastened with screw fasteners placed  
###in the field, spaced no less than 300 mm (12”) O.C. vertically and horizontally, or in alignment with structural supports of the overlay panels.
+
<ol>
##adhered with a polyurethane adhesive, applied with a continuous z-patterned ribbon spaced no less than 300 mm (12”) apart, in alignment with structural supports.
+
<li>at the perimeters.
 +
<li>at the corners.
 +
<li>in the field, spaced no less than 300 mm (12”) O.C. vertically and horizontally, or in alignment with structural supports of the overlay panels.
 +
</li></ol>
 +
<li>adhered with a polyurethane adhesive, applied with a continuous z-patterned ribbon spaced no less than 300 mm (12”) apart, in alignment with structural supports.
 +
</li></ol>
 +
</li></ol>
 
<hr>
 
<hr>
 
<div id=ASMVENT></div>
 
<div id=ASMVENT></div>
Line 245: Line 575:
  
 
=AIR and VAPOUR CONTROLS=
 
=AIR and VAPOUR CONTROLS=
 +
NOTE: See more information on [http://rpm.rcabc.org/index.php?title=Air_and_Vapour_Control '''Air and Vapour Control'''] in '''Division B: Essential Elements'''.
 
==General==
 
==General==
 
===Intent===
 
===Intent===
<p class="reference">Air and vapour control layers, along with thermal barriers, water resistive barriers and water-shedding surfaces, serve to separate the outside environment from the interior environments of a structure. Continuous air control layers are perhaps the most critical. Building Codes in force in each jurisdiction, and the National Energy Code (2011), require the selection and proper installation of “a continuous air barrier system comprised of air-barrier assemblies to control air leakage into and out of the conditioned space” (NEC 2011).</p>
+
<p class="reference">Air and vapour control layers, along with thermal barriers, water resistive barriers and water-shedding surfaces, serve to separate the outside environment from the interior environments of a structure. Continuous air control layers are perhaps the most critical. Building Codes in force in each jurisdiction, and the ''National Energy Code'' (2011), require the selection and proper installation of “a continuous air barrier system comprised of air-barrier assemblies to control air leakage into and out of the conditioned space” (NEC 2011).</p>
  
 
Continuity of the air and vapour control layers from the wall systems and roof systems is essential to the satisfactory performance of either or both. Therefore, proper connection between air and vapour control systems is essential, and the responsibility of both the ''Design Authority'' and trades constructing walls and roofs.
 
Continuity of the air and vapour control layers from the wall systems and roof systems is essential to the satisfactory performance of either or both. Therefore, proper connection between air and vapour control systems is essential, and the responsibility of both the ''Design Authority'' and trades constructing walls and roofs.
  
<span class="reference">'''Air control layers''' control “flow of air through the building enclosure, either inward or outward” (Guide for Designing Energy Efficient Building Enclosures, '''Homeowner Protection Office'''). Controlling air flow into and out of conditioned spaces affects the performance of “thermally efficient enclosure assemblies” (ibid), impacts the potential for condensation in between materials, and directly influences rain water penetration of the building envelope. Some air control layers are considered permeable, others air-impermeable or ‘airtight’. The suitability of one over the other, in the application of a roofing system, is left to the discernment of the ''Design Authority''.</span> <span class="recommended">Consequently, the '''''RoofStar Guarantee Program''''' strongly recommends that designers and builders of roof systems intended to qualify for a '''''RoofStar Guarantee''''' carefully consider the regulatory design and installation requirements for effective, continuous air control systems.</span>  
+
<span class="reference">'''Air control layers''' control “flow of air through the building enclosure, either inward or outward” (''Guide for Designing Energy Efficient Building Enclosure''s, '''Homeowner Protection Office'''). Controlling air flow into and out of conditioned spaces affects the performance of “thermally efficient enclosure assemblies” (ibid), impacts the potential for condensation in between materials, and directly influences rainwater penetration of the building envelope. Some air control layers are considered permeable, others air-impermeable or ‘airtight’. The suitability of one over the other, in the application of a roofing system, is left to the discernment of the ''Design Authority''.</span> <span class="recommended">Consequently, the</span>  '''''RoofStar Guarantee Program''''' <span class="recommended">strongly recommends that designers and builders of roof systems intended to qualify for a</span>  '''''RoofStar Guarantee''''' <span class="recommended">carefully consider the regulatory design and installation requirements for effective, continuous air control systems.</span>  
  
<span class="reference">'''Vapour control layers''' regulate or prohibit the movement of water vapour from one space to another by means of diffusion. Consequently, these control layers are referred to as either vapour-permeable or impermeable. Diffusion is a slow process, in contrast to air movement, and its regulation is not always mandatory or even desirable. Consequently, because continuous vapour control layers “are not needed within all climate zones and assemblies”, they are considered non-critical and may be left to the discretion of the ''Design Authority''.</span> <span class="recommended">Nevertheless, where continuous vapour control layers are required and specified by provincial or municipal building codes (current and in force), the '''''RoofStar Guarantee Program''''' requires that a suitable vapour control system be selected by the ''Design Authority'' and properly installed by the roofing contractor in conformity with the vapour control layer manufacturer’s published instructions, and with the Design Authority’s specified details.</span>  
+
<span class="reference">'''Vapour control layers''' regulate or prohibit the movement of water vapour from one space to another by means of diffusion. Consequently, these control layers are referred to as either vapour-permeable or impermeable. Diffusion is a slow process, in contrast to air movement, and its regulation is not always mandatory or even desirable. Therefore, because continuous vapour control layers “are not needed within all climate zones and assemblies”, they are considered non-critical and may be left to the discretion of the ''Design Authority''.</span> <span class="recommended">Nevertheless, where continuous vapour control layers are required and specified by provincial or municipal building codes (current and in force), the</span> '''''RoofStar Guarantee Program''''' <span class="recommended">requires that a suitable vapour control system be selected by the ''Design Authority'' and properly installed by the roofing contractor in conformity with the vapour control layer manufacturer’s published instructions, and with the ''Design Authority’s'' specified details</span>.
  
<span class="principles">Any references in this '''Manual''' to installation methodologies, and any construction details that show air and vapour control layers, are merely illustrative and not prescriptive.</span> <span class="recommended">Installers of continuous air and vapour control layer systems are urged to understand and comply with best practices for their application.</span>
+
<span class="principles">Any references in this ''Manual'' to installation methodologies, and any construction details that show air and vapour control layers, are merely illustrative and not prescriptive.</span> <span class="recommended">Installers of continuous air and vapour control layer systems are urged to understand and comply with best practices for their application.</span>
  
 
===Limitations and Exclusions===
 
===Limitations and Exclusions===
#Air and vapour control layer performance is not part of the '''''RoofStar Guarantee''''', and air and vapour control materials are not listed in the Accepted Materials section of this '''Manual'''. Therefore, the decision to specify air and vapour control layers, the placement of continuous air and vapour control layers in relation to a roof assembly and its components, and the selection of suitable materials for that application, is the sole responsibility of the ''Design Authority''.  <span class="recommended">The ''Design Authority'' is urged to review and consider the performance characteristics of materials available for such applications.</span>
+
<ol>
#Neither the '''''RoofStar Guarantee Program''''' nor the roofing contractor will accept any responsibility for damage to, or failure of, the roof system caused by the use or absence of air or vapour control layers.
+
<li>Air and vapour control layer performance is not part of the '''''RoofStar Guarantee''''', and air and vapour control materials are not listed in the Accepted Materials Division of this ''Manual''. Therefore, the decision to specify air and vapour control layers, the placement of continuous air and vapour control layers in relation to a roof assembly and its components, and the selection of suitable materials for that application, is the sole responsibility of the ''Design Authority''.  <span class="recommended">The ''Design Authority'' is urged to review and consider the performance characteristics of materials available for such applications.</span>
#In some roof assembly designs, the required underlayment may serve as an air control layer, vapour control layer, or both; this is dependent upon the properties of the material to be used, and will be subject to the designer’s modelling of the assembly.  Consult the Technical Data Sheets for suitable materials.
+
<li>Neither the '''''RoofStar Guarantee Program''''' nor the ''Contractor'' will accept any responsibility for damage to, or failure of, the roof system caused by the use or absence of air or vapour control layers.
 +
<li>In some roof assembly designs, the required underlayment may serve as an air control layer, vapour control layer, or both; this is dependent upon the properties of the material to be used, and will be subject to the designer’s modelling of the assembly.  Consult the Technical Data Sheets for suitable materials.
 +
</li></ol>
  
===Vapour Retarder Design for High-Humidity Building Interiors===
+
==={{hilite | Design|| 2021-June-30 }}===
#<span class="recommended">Careful consideration should be given to the performance characteristics of air and vapour control layers when specifying such a membrane for roof assemblies constructed over high-humidity building interiors. These types of building interiors include (but are not limited to)</span>  
+
===={{hilite | Vapour Retarder Design for High-Humidity Building Interiors|| 2021-June-30 }}====
##<span class="recommended">Swimming pools</span>.
+
<ol>
##<span class="recommended">Commercial laundry facilities</span>.
+
<li><span class="recommended">Careful consideration should be given to the performance characteristics of air and vapour control layers when specifying such a membrane for roof assemblies constructed over high-humidity building interiors. These types of building interiors include (but are not limited to)</span>  
##<span class="recommended">Large  aquariums</span>.
+
<ol>
##<span class="recommended">Paper mills</span>.<br/><br/>
+
<li><span class="recommended">Swimming pools</span>.
::<span class="recommended">Roof systems for facilities such as these, with high-humidity environments, may be susceptible to the accumulation of moisture within the roof assembly unless effective air and vapour controls are installed</span>.
+
<li><span class="recommended">Commercial laundry facilities</span>.
 +
<li><span class="recommended">Large  aquariums</span>.
 +
<li><span class="recommended">Paper mills</span>.
 +
</li></ol>
 +
<br>
 +
<span class="recommended">Roof systems for facilities such as these, with high-humidity environments, may be susceptible to the accumulation of moisture within the ''Roof Assembly'' unless effective air and vapour controls are installed</span>.
 +
</li></ol>
 +
 
 +
===={{hilite | Attic Ventilation|| 2021-June-30 }}====
 +
<ol>
 +
<li>{{hilite | The design and selection of the ventilation system is the responsibility of the ''Design Authority'', and may be achieved by incorporating into the roof design both intake and exhaust vents, including (without limitation),|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | Eave vents|| 2021-June-30 }}
 +
<li>{{hilite | Gable end vents|| 2021-June-30 }}
 +
<li>{{hilite | Hip vents|| 2021-June-30 }}
 +
<li>{{hilite | Static vents|| 2021-June-30 }}
 +
<li>{{hilite | Ridge vents|| 2021-June-30 }}
 +
<li>{{hilite | Cupolas|| 2021-June-30 }}
 +
</li></ol>
 +
<li>{{hilite | Attic (roof cavity) ventilation must|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | meet the minimum requirements set out by the Code having jurisdiction, even in conditions where snow cover is present (see ''British Columbia Building Code, Part 9 for Housing and Small Buildings, Section 9.19 Roof Spaces, '''9.19.1.3 Clearances'''''). Roofs that do not provide adequate ventilation do not qualify for a '''''RoofStar Guarantee'''''|| 2021-June-30 }}.
 +
<li>{{hilite | be suitable for the|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | slope of the roof|| 2021-June-30 }}.
 +
<li>{{hilite | vented area|| 2021-June-30 }}.
 +
<li>{{hilite | design and configuration of the roof structure|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | be provided for|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | roofs over cathedral ceilings|| 2021-June-30 }}.
 +
<li>{{hilite | compact insulated roof assemblies|| 2021-June-30 }}.
 +
</li></ol>
 +
<br>
 +
{{hilite | See also|| 2021-June-22 }} [http://rpm.rcabc.org/index.php?title=Building_Ventilation '''''Building Ventilation'''''] {{hilite | in '''Division B: Essential Elements''' of this ''Manual''|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | Continuous ridge venting systems|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | are acceptable and are recommended for all areas with vaulted ceilings|| 2021-June-30}}.
 +
<li>{{hilite | may be installed on slopes 1:3 (4” in 12”) and greater, but application on slopes less than 1:3 must be permitted by manufacturer’s published installation instructions|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
  
 
==Materials==
 
==Materials==
#The material selected for air and vapour control layers must be compatible with any other materials in the roof or wall assembly to which the control layer may come in contact.  This includes, without limitation, contact with primers and adhesives, substrates, solvents and cleaners.
+
==={{hilite | Air and Vapour Controls|| 2021-June-30 }}===
#<span class="principles">Fully supported air and vapour control layers should possess a minimum published static puncture resistance rating of 150 N (34 lbf) (ref. CGSB-37.56-M for both test method and standard limits) and be either self-adhering or torch-applied; a high puncture resistance is necessary for the membrane to withstand accidental damage during construction.</span>  For unsupported air and vapour control layers, see '''6.2(3)''' below. Therefore, while responsibility for the selection of suitable air and vapour control layers rests with the ''Design Authority'', a roof designed and built to qualify for a '''''RoofStar Guarantee''''' shall not include either polyethylene sheet plastic or bitumen-impregnated kraft paper.
+
#The material selected for air and vapour control layers must be compatible with any other materials in the roof or ''wall'' ''assembly'' to which the control layer may come in contact.  This includes, without limitation, contact with primers and adhesives, substrates, solvents and cleaners.
#<span class="recommended">Notwithstanding any of the foregoing, the '''''RoofStar Guarantee Program''''' strongly recommends that any air and/or vapour control systems be installed over a smooth, continuous plane (for example, concrete or plywood). Consequently, a deck overlay board installed on corrugated steel roof decks in highly recommended. Where no deck overlay board is installed and the air and vapour control layers are partially unsupported (for example, on a steel deck), the control layers each must have a published static puncture resistance of at least 400 N (90 lbf). Furthermore, both the side laps and end laps must be fully supported</span>.
+
#<span class="principles">{{hilite | Self-adhering or adhesive-applied materials should be considered as alternatives to torch-applied membranes when the substrate to which they will be applied is combustible, or when nearby structures, openings or materials present a fire hazard|| 2020-July-3 }}.</span>  {{hilite | In the alternative, a suitable separation or overlay material as protection from open flame is acceptable.  The application of materials to a combustible surface, using a torch, is strictly prohibited|| 2020-July-3 }}.
#<span class="recommended">Should the air or vapour control layers be used as a temporary roof during Project construction by either the roofing contractor or by other trades, a minimum 2mm thick bituminous membrane is recommended</span>.
+
#<span class="principles">Fully supported air and vapour control layers should possess a minimum published static puncture resistance rating of 150 N (34 lbf)</span> (ref. ''CGSB-37.56-M'' for both test method and standard limits) <span class="principles">and be either self-adhering or torch-applied; a high puncture resistance is necessary for the membrane to withstand accidental damage during construction.</span>  For unsupported air and vapour control layers, see '''6.2 (4)''' below. Therefore, while responsibility for the selection of suitable air and vapour control layers rests with the ''Design Authority'', a roof designed and built to qualify for a '''''RoofStar Guarantee''''' shall not include either polyethylene sheet plastic or bitumen-impregnated kraft paper.
#Because curing concrete releases considerable moisture that can compromise the performance of a roof system, a vapour control layer installed on new concrete decks (28 days or older) must be selected to prevent condensation inside the roof system. <span class="recommended">A membrane with a permeability of 0.01 perms (Class I) is recommended.</span> <span class="principles">Nevertheless, the selection of the vapour control material is the responsibility of the ''Design Authority''</span>.
+
#<span class="recommended">Notwithstanding any of the foregoing, the</span>  '''''RoofStar Guarantee Program''''' <span class="recommended">strongly recommends that any air {{hilite | or|| 2020-July-3 }} vapour control systems be installed over a smooth, continuous plane (for example, concrete or plywood). Consequently, a ''deck'' overlay board installed on corrugated steel roof ''decks'' in highly recommended. Where no ''deck'' overlay board is installed and the air and vapour control layers are partially unsupported (for example, on a steel ''deck''), the control layers each must have a published static puncture resistance of at least 400 N (90 lbf). Furthermore, both the side laps and end laps must be fully supported</span>.
 +
#<span class="recommended">Should the air or vapour control layers be used as a temporary roof during ''Project'' construction by either the ''Contractor'' or by other trades, a minimum 2mm thick bituminous membrane is recommended</span>.
 +
#Because curing concrete releases considerable moisture that can compromise the performance of a ''roof system'', a vapour control layer installed on new concrete ''decks'' (28 days or older) must be selected to prevent condensation inside the ''roof system''. <span class="recommended">A membrane with a permeability of 0.01 perms (Class I) is recommended.</span> <span class="principles">Nevertheless, the selection of the vapour control material is the responsibility of the ''Design Authority''</span>.
 +
 
 +
==={{hilite | Air Vents|| 2021-June-30 }}===
 +
<ol>
 +
<li>{{hilite | Vents, regardless of their type, must be either|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | proprietary to, or privately labeled for, the panel manufacturer, or|| 2021-June-30 }}
 +
<li>{{hilite | specifically accepted by the '''''RoofStar Guarantee Program'''''. See also '''''11.2.3 Penetration Flashings'''''|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | Ridge vents must be|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | fabricated from a compatible metal|| 2021-June-30 }}.
 +
<li>{{hilite | acceptable to the metal panel manufacturer|| 2021-June-30 }}.
 +
<li>{{hilite | suitable for slopes 1:4 and greater|| 2021-June-30 }}.
 +
<li>{{hilite | constructed with internal baffles to prohibit the intrusion of|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | insects|| 2021-June-30 }}.
 +
<li>{{hilite | vermin|| 2021-June-30 }}.
 +
<li>{{hilite | snow|| 2021-June-30 }}.
 +
<li>{{hilite | debris|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
 +
</li></ol>
  
 
==Application==
 
==Application==
#Proper installation and continuity of air and vapour control layers within the roof assembly is the responsibility of the roofing contractor. Therefore, air and vapour control layers in the roof assembly must
+
===Air and Vapour Controls===
##extend beyond the end of the roof assembly at least 100 mm (4”), in new construction, to provide sufficient room for the installation of matching control layers to so that they provide a positive (water-shedding) lap seal union between courses of material.
+
<ol>
##be sealed to matching control layers in the wall assembly, for roof replacement ''Projects''.
+
<li>Proper installation and continuity of air and vapour control layers within the roof assembly is the responsibility of the ''Contractor''. Therefore, air and vapour control layers in the roof assembly must
#Installation must conform to the manufacturer’s published requirements and the ''Design Authority''’s design details.
+
<ol>
 +
<li>extend beyond the end of the ''roof assembly'' at least 100 mm (4”), in new construction, to provide sufficient room for the installation of matching control layers to so that they provide a positive (water-shedding) lap seal union between courses of material.
 +
<li>be sealed to matching control layers in the ''wall assembly'', for roof replacement ''Projects''.
 +
</li></ol>
 +
<li>Installation must be {{hilite | smooth and uniform, without wrinkles or fish-mouths|| 2020-July-3 }}, and must {{hilite | also|| 2020-July-3 }} conform to the manufacturer’s published requirements and the ''Design Authority’s'' design details.
 +
<li>All membrane side and end laps must be fully supported, in the field and at transitions with curbs, parapets, ''walls'' and penetrations.  {{hilite | When self-adhered membranes are applied directly to a steel supporting deck,|| 2021-February-7 }}
 +
<ol>
 +
<li>{{hilite | membranes should be oriented parallel to the direction of ''deck'' flutes|| 2021-February-7 }}.
 +
<li>{{hilite | membrane laps and changes in plane must be supported by deck flutes or flat metal supports secured to the deck to span gaps.  Metal supports must be || 2021-February-5 }}
 +
<ol>
 +
<li>{{hilite | fabricated from pre-finished steel with a thickness no less than 24 gauge|| 2021-February-7 }}.
 +
<li>{{hilite | secured to the ''deck'' with no fewer than two (2) compatible screw fasteners per flute|| 2021-February-7 }}.
 +
</ol></li>
 +
</ol></li>
 +
<br>
 +
{{hilite | See Figures '''6.3.1-1''' and '''6.3.1-2'''|| 2021-February-7 }}.
 +
<div class="col-md-12">
 +
<div class="col-md-4">
 +
{| class="wikitable"; table style="background-color:white"; border="#A9A9A9;"
 +
|+ {{hilite | <small>'''Figure 6.3.1-1'''</small>|| 2021-February-7 }} 
 +
|-
 +
| [[File:Figure 6.3.1-1.jpg|class=img-responsive | link=http://rpm.rcabc.org/index.php?title=6.3.1_Air_and_Vapour_Controls_(field) | 350 px]]
 +
|-
 +
|}
 +
</div>
 +
<div class="col-md-4">
 +
{| class="wikitable"; table style="background-color:white"; border="#A9A9A9;"
 +
|+ {{hilite | <small>'''Figure 6.3.1-2'''</small>|| 2021-February-7 }} 
 +
|-
 +
| [[File:Figure 6.3.1-2.jpg|class=img-responsive | link=http://rpm.rcabc.org/index.php?title=6.3.1_Air_and_Vapour_Controls_(field) | 350 px]]
 +
|-
 +
|}
 +
</div>
 +
</div>
 +
 
 +
{{hilite | Click on either of the images above to link to the Construction Detail|| 2021-February-7 }}.
 +
<li>{{hilite | The application of materials to an unprotected combustible material, using a torch, is strictly prohibited|| 2020-July-3 }}.
 +
<li>{{hilite | All combustible materials MUST be protected from open flame by an acceptable separation or overlay material.  This includes, without limitation, combustible materials|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | on ''decks'', ''walls'', blocking, and cants|| 2020-July-3 }}.
 +
<li>{{hilite | hidden or obscured within voids, cracks or orifices|| 2020-July-3 }}.
 +
</li></ol>
 +
<li>{{hilite | When a torch-applied base membrane is specified over combustible materials, all joints between overlay panels, and at roof-wall transitions, must be sealed with the primary membrane manufacturer’s approved self-adhered membrane or tapes. Alternatively, refer to '''10.3.3 Alternative Approaches to Membrane Flashing''' in the || 2020-July-3 }}[http://rpm.rcabc.org/index.php?title=RoofStar_Guarantee_Standards_for_SBS_Modified_Bitumen_Membrane_Systems {{hilite | '''RoofStar Guarantee Standards for SBS Modified Bitumen Membrane System'''|| 2020-July-3 }}].
 +
</li></ol>
 +
 
 +
==={{hilite | Air Vents|| 2021-June-30 }}===
 +
<ol>
 +
<li>{{hilite | Refer to '''11.3.3 Penetrations and Vents''' for application requirements|| 2021-June-30 }}.
 +
</li></ol>
 +
 
 
<hr>
 
<hr>
 
<div id=ASMINS></div>
 
<div id=ASMINS></div>
Line 288: Line 735:
 
=INSULATION=
 
=INSULATION=
 
==General==
 
==General==
 +
<ol>
 +
<li>{{hilite | Some ''Water-shedding Systems'' call for a compact insulated system, as for example when the roof covers a vaulted conditioned space. When this is the case, the following design, material and application requirements, principles and recommendations apply|| 2021-June-30 }}.
 +
</li></ol>
 
===Definitions===
 
===Definitions===
:'''''Heat-sensitive insulation''''' means insulation that may be physically or chemically altered when exposed to heat greater than 70°C (158°F) - for example, heat from a torch or from liquefied bitumen.  Heat-sensitive insulation includes EPS, XPS and Polyurethane.
+
:;''Heat-resistant insulation'': means insulation that resists heat and will not physically or chemically change when exposed to heat greater than 70°C (158°F), including liquefied bitumen.  Insulation boards of this type include fibreboard, polyisocyanurate and mineral wool.  Note that ''heat-resistant'' does not mean or even infer 'fire-proof'.  While some ''heat-resistant insulation'' materials will resist burning for a period of time, only mineral wool insulation will not burn.
:'''''Heat-resistant insulation''''' means insulation that resists heat and will not physically or chemically change when exposed to heat greater than 70°C (158°F), including liquefied bitumen.  Insulation boards of this type include fibreboard, polyisocyanurate and mineral wool.  Note that heat-resistant does not mean or even infer 'fire-proof'.  While some heat-resistant insulation materials will resist burning for a period of time, only mineral wool insulation will not burn.
+
;:
 +
:;''Heat-sensitive insulation'': means insulation that may be physically or chemically altered when exposed to heat greater than 70°C (158°F) - for example, heat from a torch or from liquefied bitumen.  ''Heat-sensitive insulation'' includes EPS, XPS and Polyurethane.
 +
;:
  
See the [http://rpm.rcabc.org/index.php?title=Glossary '''Glossary'''] for other terms used in this Section.
+
See the [http://rpm.rcabc.org/index.php?title=Glossary '''Glossary'''] for other terms used in this Part.
  
 
===Design===
 
===Design===
#The use of thermal barrier between the roof deck and the insulation is the responsibility of the ''Design Authority'' and may be required by the Building and Fire Code having jurisdiction.  See also '''5 DECK and WALL OVERLAYS'''.
+
<ol>
#Consult the Building Code having jurisdiction for the minimum required thermal resistance of the roof assembly.
+
<li>The use of thermal barrier between the roof ''deck'' and the insulation is the responsibility of the ''Design Authority'' and may be required by the Building and Fire Code having jurisdiction.  See also '''Part 5 DECK and WALL OVERLAYS'''.
#Insulation compressive strength must be taken into consideration by the structural engineer.
+
<li>Consult the Building Code having jurisdiction for the minimum required thermal resistance of the ''roof assembly''.
#Insulation materials rely on various standards for the determination of thermal resistance, which means that not all data can be easily compared.  Furthermore, not all insulation products perform with consistent thermal resistance as temperature changes, and some insulation performance declines with age.  The ''Design Authority'' is therefore urged to consider the Long Term Thermal Resistance (LTTR) for each product, in relation to its placement within the roof assembly and the anticipated outside and interior climates of the building.
+
<li>Insulation compressive strength must be taken into consideration by the structural engineer.
#In warm seasons, the roof surface may reach temperatures higher than 85°C (185°F), affecting the performance and stability of some insulation.  Combining insulation types in a roof assembly may help mitigate these temperature swings and consequential distortion of the assembly.  The ''Design Authority'' therefore must consider these variables when specifying materials and their installation.
+
<li>Insulation materials rely on various standards for the determination of thermal resistance, which means that not all data can be easily compared.  Furthermore, not all insulation products perform with consistent thermal resistance as temperature changes, and some insulation performance declines with age.  The ''Design Authority'' is therefore urged to consider the Long-term Thermal Resistance (LTTR) for each product, in relation to its placement within the ''roof assembly'' and the anticipated outside and interior climates of the building.
#Only heat-resistant insulation may be used directly beneath metal panels or flashings.
+
<li>In warm seasons, the roof surface may reach temperatures higher than 85°C (185°F), affecting the performance and stability of some insulation.  Combining insulation types in a ''roof assembly'' may help mitigate these temperature swings and consequential distortion of the ''assembly''.  The ''Design Authority'' therefore must consider these variables when specifying materials and their installation.
#When heat-sensitive insulations are used in a roof assembly, they must be covered with a heat-resistant insulation at least 50 mm (2”) thick.
+
<li>Only ''heat-resistant insulation'' may be used directly beneath metal panels or flashings.
#Insulation assemblies with a cumulative thermal resistance greater than RSI-2.64 (R-15) (based on published values measured at 24°C) must be installed in multiple layers that are offset and staggered (see '''7.3 Application''').  Within that multi-layered assembly, any single layer of insulation may have a thermal resistance greater than RSI-2.64 (R-15) provided no one layer exceeds 60% of the cumulative thermal resistance of the combined assembly of insulation and insulation overlay boards.
+
<li>When ''heat-sensitive insulations'' are used in a ''roof assembly'', they must be covered with a ''heat-resistant insulation'' at least 50 mm (2”) thick.
 +
<li>Insulation assemblies with a cumulative thermal resistance greater than RSI-2.64 (R-15) (based on published values measured at 24°C) must be installed in multiple layers that are offset and staggered (see '''7.3 Application''').  Within that multi-layered assembly, any single layer of insulation may have a thermal resistance greater than RSI-2.64 (R-15) provided no one layer exceeds 60% of the cumulative thermal resistance of the combined assembly of insulation and insulation overlay boards.
 +
</li></ol>
  
 
==Materials==
 
==Materials==
#The type of insulation is to be specified by the ''Design Authority''. A list of acceptable insulation materials may be found in [http://rpm.rcabc.org/index.php/Roof_Deck_Insulation '''Roof Deck Insulation'''].
+
<ol>
#Material dimensions:
+
<li>The type of insulation is to be specified by the ''Design Authority''. A list of acceptable insulation materials may be found in [http://rpm.rcabc.org/index.php?title=Insulation_(Water-shedding_Systems) '''Roof Deck Insulation'''].
##The maximum width and length of any adhered insulation panel shall be 1200 mm (4’)
+
<li>Material dimensions:
##The maximum width and length of insulation boards installed with mechanical fasteners is limited only by the manufacturer
+
<ol>
##Insulation installed directly over a fluted steel deck must be thick enough to span the flutes under live loads (minimum live load equal to or greater than 115 Kg (253 lbs); see also '''9.1.1 Design'''), without risk of cracking or breakage.
+
<li>The maximum width and length of any adhered insulation panel shall be 1200 mm (4’).
 +
<li>The maximum width and length of insulation boards installed with mechanical fasteners is limited only by the manufacturer.
 +
<li>Insulation installed directly over a fluted steel deck must be thick enough to span the flutes under live loads (minimum live load equal to or greater than 115 Kg (253 lbs); see also '''9.1.1 Design'''), without risk of cracking or breakage.
 +
</li></ol>
 +
</li></ol>
  
 
==Application==
 
==Application==
 
===Layering===
 
===Layering===
#See '''7.1.2.8''' above.
+
<ol>
#Insulation joints must be offset or staggered at least 300 mm (12") from adjacent layers and rows.  
+
<li>See '''7.1.2'''('''8''') above.
#Only thermally non-conductive clips or bars passing through the insulation assembly, or mechanically fastened bearing plates, may be used to secure and support insulation panels, or provide support for panel clips.
+
<li>Insulation joints must be offset or staggered at least 300 mm (12") from adjacent layers and rows.  
 +
<li>Only thermally non-conductive clips or bars passing through the insulation assembly, or mechanically fastened bearing plates, may be used to secure and support insulation panels, or provide support for panel clips. {{hilite | When thermally non-conductive clips or bars are utilized on a ''Low Slope'' roof, they must be embedded in, and fastened through, a compatible sealant (see '''9.2.5 Sealants''')|| 2021-June-30 }}.
 +
</li></ol>
  
 
===Alignment, Sizing and Support===
 
===Alignment, Sizing and Support===
#On steel roof decks, insulation boards must be firmly supported.  
+
#On steel roof ''decks'', insulation boards must be firmly supported.  
 
#Insulation boards must be square and make firm, full contact with adjacent panels.  Gaps greater than 10 mm (3/8”) between boards must be filled with expanding spray foam or chinked with fibreglass wool.
 
#Insulation boards must be square and make firm, full contact with adjacent panels.  Gaps greater than 10 mm (3/8”) between boards must be filled with expanding spray foam or chinked with fibreglass wool.
 
#Insulation board joints must be offset at least 300 mm (12"), both for adjacent layers and for adjacent rows.
 
#Insulation board joints must be offset at least 300 mm (12"), both for adjacent layers and for adjacent rows.
Line 330: Line 790:
 
<div id=ASMEAVEUNDER></div>
 
<div id=ASMEAVEUNDER></div>
  
=EAVE PROTECTION, UNDERLAYMENTS and DRAINAGE=
+
=EAVE and VALLEY PROTECTION, UNDERLAYMENTS and {{hilite | VENTILATION|| 2021-June-30 }}=
 
==General==
 
==General==
 
===Definitions===
 
===Definitions===
:'''''Eave Protection''''' means a self-adhering membrane applied in parallel courses along the eaves, up the roof slope to a point measured vertically from the inside of the exterior wall, and intended to block the ingress of water that may leak behind shingles or metal roof panels as the result of snow or ice buildup on the roof surface.
+
:;''Eave and Valley Protection'': means a self-adhering membrane applied in valleys and in parallel courses {{hilite | on the roof ''deck''|| 2021-June-30 }} along the eaves, up the roof slope to a point measured vertically from the inside of the exterior wall, and intended to block the ingress of water that may leak behind shingles or metal roof panels as the result of snow or ice buildup on the roof surface.
:'''''Underlayment''''' means a roll material that is either self-adhering or mechanically fastened (typically with large head nails), and which is installed to
+
;:
:#provide a secondary water-shedding surface between the shingles or metal panels and the building interior.
+
:;{{hilite | ''Separation Layer''|| 2021-June-30 }}: {{hilite | means a roll material installed directly below metal roof panels to|| 2021-June-30 }}
:#keep shingles or metal panels from adhering to the underlying substrate.
+
:::#{{hilite | inhibit bonding of the metal panels to underlying materials, such as bitumen-based underlayments or ''eave protection'' membranes, or|| 2021-June-30 }}
:'''''Slip Sheet''''' means a roll material installed directly below metal roof panels to inhibit bonding of the metal panels with underlying materials, such as bitumen-based underlayments or eave protection membranes.  A slip sheet by itself does not function as a drainage layer.
+
:::#{{hilite | permit the passage of vapour out of the roof system|| 2021-June-30 }}.
:'''''Panel Drainage Layer''''' means a layer of roll material, usually comprised of stiff, synthetic entangled mesh, installed directly beneath the metal panels in place of, or in addition to, a slip sheet, and intended to
 
:#inhibit bonding of  metal roof panels with underlying materials.
 
:#facilitate the drainage of condensation that collects on the bottom surface of metal roof panels.
 
  
See the [http://rpm.rcabc.org/index.php?title=Glossary '''Glossary'''] for other terms used in this Section.
+
::{{hilite | A ''separation layer'' by itself does not function as a ''ventilation layer''|| 2021-June-30 }}.
 +
;:
 +
:;''Underlayment'': means a roll material that is either self-adhering or mechanically fastened (typically with large head nails), and which is installed
 +
::#{{hilite | immediately over the supporting ''deck''|| 2021-June-30 }}.
 +
::#{{hilite | to provide secondary protection between the ''Water-shedding System'' materials and the building interior|| 2021-June-30 }}.
 +
::#{{hilite | to keep ''Water-shedding System'' materials from adhering to the ''deck''.|| 2021-June-30 }}.
 +
:;{{hilite | ''Ventilation Layer''|| 2021-June-30 }}: means a layer of roll material, usually comprised of stiff, synthetic entangled mesh, installed directly beneath the metal panels in place of, or in addition to, a ''separation layer''; it creates a '''''ventilation space''''' intended to
 +
:::#facilitate the {{hilite | drying|| 2021-June-30 }} of condensation that collects on the bottom surface of metal roof panels.
 +
:::#inhibit bonding of  metal roof panels with underlying materials.
 +
 
 +
See the [http://rpm.rcabc.org/index.php?title=Glossary '''Glossary'''] for other terms used in this Part.
  
 
===Design===
 
===Design===
#Eave protection, while always located on the supporting deck or deck overlay, may also serve as an air barrier, vapour barrier, or both when installed in combination with the underlayment.  It is incumbent upon the ''Design Authority'' to determine the appropriate location of air and vapour control layers, and to select the suitable material.  See also '''6.1.2''' above.
+
<ol>
#Eave protection is required for all '''''RoofStar-guaranteed''''' metal roofing systems. Eave protection must be a RoofStar-accepted self-adhered modified bituminous membrane.  
+
<li>{{hilite | ''Eave and Valley Protection''|| 2021-June-30 }}
#The location of the membrane is the responsibility of the ''Design Authority''.
+
<ol>
#Since condensation on the underside of metal panels is probable, a vapour-permeable slip sheet may be specified over underlying materials for additional moisture protection. The ''Design Authority'' is responsible to evaluate the necessity of a second membrane.
+
<li>{{hilite | must be installed on the ''supporting deck''|| 2021-June-30 }}.
#Where the slope is less than 1:3 (4” in 12”), the design must incorporate
+
<li>is required for all RoofStar-guaranteed Architectural Sheet Metal Roof Systems. ''Eave protection'' must be a RoofStar-accepted self-adhered modified bituminous membrane.
##a vapour-permeable membrane between the insulation assembly and metal panels (for additional moisture protection).
+
<li><span class="principles">{{hilite | may also serve as an air or vapour control, or as both, when installed in combination with the ''underlayment''|| 2021-June-30 }}</span>.  See also '''6.1.2''' above.
##a minimum air space of 10 mm (3/8”) above the vapour-permeable membrane.
+
<li>{{hilite | must be carried a minimum of 600 mm (24") inside interior walls, or 900 mm (36") in heavy snow load conditions (For '''''RoofStar Guarantee''''' purposes, high snow load is considered regional areas with snow loading higher than 3.5 kPa as referenced in the ''National Building Code of Canada, Appendix C “Climatic Information for Building Design in Canada”''. See also '''1.3.3 High Snow Loads''')|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | ''Underlayments''|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | are required over the entire ''supporting deck'' surface|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | A ''separation layer''|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | that is vapour-permeable is required on all insulated Architectural Sheet Metal Roof Systems and must be located between the insulation and metal panels|| 2021-June-30 }}.
 +
<li>{{hilite | is required on all uninsulated roof systems when the ''underlayment'' is bitumen-based and does not incorporate a bond-breaking facer|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | ''Ventilation space''|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | is <u>required</u> beneath panels on slopes less than 1:3 (4” in 12”), and the space must be at least 10 mm (3/8”) when measured above the vapour-permeable membrane. The space can be achieved using either|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | panel clips incorporating supporting tabs located 10 mm (3/8”) above the top surface of the clip base|| 2021-June-30 }}.
 +
<li>{{hilite | an RGC-accepted entangled mesh ''ventilation layer''|| 2021-June-30 }}.
 +
</li></ol>
 +
<li><span class="recommended">{{hilite | is <u>recommended</u> when the roof slope exceeds 1:3 (4” in 12”)|| 2021-June-30 }}</span>. {{hilite | See '''8.1.2''' ('''4''')|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
  
 
==Materials==
 
==Materials==
Accepted materials for this purpose are listed in the [http://rpm.rcabc.org/index.php/Eave_Protection_%26_Underlayment_(Architectural_Metal_Roofing) '''Eave Protection & Underlayment (Architectural Metal Roofing''')] section of this '''Manual'''.
+
Accepted materials for this purpose are listed in the [http://rpm.rcabc.org/index.php/Eave_Protection_%26_Underlayment_(Architectural_Metal_Roofing) '''Eave Protection & Underlayment (Architectural Metal Roofing''')] table of this ''Manual''.
#All membranes must provide proprietary sealants, mastics, tapes and/or primers suitable for the application of the underlayment and must be applied in accordance with the manufacturer’s written instructions.
+
<ol>
 +
<li>{{hilite | Materials used for ''eave or valley protection'', as an ''underlayment'' or as a ''separation layer'' must|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | be selected from the list of Accepted Materials|| 2020-July-3 }}.
 +
<li>{{hilite | not damage the painted finish of roof panels (a scratched or marred finish may result in panel corrosion)|| 2020-July-3 }}.
 +
</li></ol>
 +
<li>{{hilite | When a material not listed in the Accepted Materials is specified for application in an Architectural Sheet Metal Roof Systems, the ''Design Authority'' must request a written Variance from the ''Guarantor''|| 2020-July-3 }}.
 +
<li>All membranes must provide proprietary sealants, mastics, tapes and/or primers suitable for the application of the ''underlayment'' and must be applied in accordance with the manufacturer’s written instructions.
 +
</li></ol>
  
===Eave and Valley Protection===
+
==={{hilite | Eave and Valley Protection|| 2021-June-30 }}===
#Only self-adhered membranes with a minimum thickness of 1 mm are permissible for use as eave or valley protection.
+
<ol>
 +
<li>{{hilite | Membranes used for ''eave and valley protection'' must be|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | self-adhering|| 2021-June-30 }}.
 +
<li>{{hilite | have a sanded or synthetic, non-bonding top surface|| 2021-June-30 }}.
 +
<li>{{hilite | at least 1 mm thick when the roof slope exceeds 1:6 (2” in 12”)|| 2021-June-30 }}.
 +
<li>{{hilite | at least 3 mm thick when the roof slope is less than 1:6 (2” in 12”)|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
 
<div id=ASMUNDER></div>
 
<div id=ASMUNDER></div>
  
 
===Underlayment===
 
===Underlayment===
#For slopes from 1:6 (2" in 12") and up to but not including 1:3 (4" in 12"), a continuous self-adhesive membrane underlay '''must be installed prior to the application of the sheet metal roofing'''. Direct torch application to wood surfaces is not permitted.
+
<ol>
#Synthetic underlayments are permissible for slopes 1:3 (4” in 12”) and greater.
+
<li>For {{hilite | ''Common Slope'' roofs|| 2021-June-30 }} (sloped from 1:6 (2" in 12") up to but not including 1:3 (4" in 12")), a continuous self-adhesive membrane underlay '''must be installed prior to the application of the sheet metal roofing'''. Direct torch application to wood surfaces is not permitted.
#For slopes less than 1:6 (2” in 12”), underlayments must be a continuous self-adhesive or thermally fused membrane with a minimum thickness of {{hilite | 3.0 || 2020-February-15 }} mm, but this is subject to approval of the design by the '''''RoofStar Guarantee Program'''''.  Contact the '''''RoofStar Guarantee Program''''' for a Project review.
+
<li>Synthetic underlayments are permissible for slopes 1:3 (4” in 12”) and greater.
#Modified bituminous underlayments utilized directly beneath metal roof panels and flashings, or otherwise protected by insulating materials, must be made of bitumen with a high softening point and a minimum flow temperature of 87.7°C (190°F) ASTM D5147 high temperature stability.
+
<li>For {{hilite | ''Low Slope'' roofs|| 2021-June-30 }} (sloped less than 1:6 (2” in 12”)), underlayments must be a continuous self-adhesive or thermally fused membrane with a minimum thickness of {{hilite | 3.0|| 2020-February-15 }} mm, but this is subject to approval of the design by the '''''RoofStar Guarantee Program'''''.  Contact the '''''RoofStar Guarantee Program''''' for a ''Project'' review.
 +
<li>Modified bituminous underlayments utilized directly beneath metal roof panels and flashings, or otherwise protected by insulating materials, must be made of bitumen with a high softening point and a minimum flow temperature of 87.7°C (190°F) ''ASTM D5147'' high temperature stability.
 +
</li></ol>
 
<div id=ASMSLIP></div>
 
<div id=ASMSLIP></div>
  
==={{hilite | Separation Layer || 2020-February-15 }}===
+
==={{hilite | Separation Layer|| 2020-February-15 }}===
#A {{hilite | separation layer or entangled mesh || 2020-February-15 }} is required over any bituminous-type underlayment that does not have a tri-laminate facer, and which may come in direct contact with metal panels.
+
<ol>
#A vapour-permeable {{hilite | separation layer || 2020-February-15 }} over insulation
+
<li>{{hilite | Refer to|| 2021-June-30 }} [http://rpm.rcabc.org/index.php?title=Division_C:_Accepted_Materials '''Division C: Accepted Materials'''] {{hilite | of this ''Manual''|| 2021-June-30 }}.
##must be used when the roof slope is less than 1:3 (4” in 12”).
+
</li></ol>
##<span class="recommended">in combination with a drainage layer is recommended when the roof slope exceeds 1:3 (4” in 12”)</span>.
 
  
===Drainage Layer===
+
==={{hilite | Ventilation|| 2021-February-7 }} Layer===
Drainage layer materials, such as entangled mesh, are ancillary materials and, as such, are not listed in the '''Accepted Materials''' section of the RPM.
+
<ol>
#A drainage layer of entangled mesh no less than 10 mm (3/8”) in thickness, or clips incorporating tabs 3/8” above the top surface of clip base,
+
<li>''Ventilation layer'' materials {{hilite | must be an '''Accepted Material''' with a minimum thickness of at least 10 mm (3/8")|| 2021-June-30 }}.
##must be used when the roof slope is less than 1:3 (4” in 12”).
+
</li></ol>
##<span class="recommended">is recommended on uninsulated assemblies when the roof slope exceeds 1:3 (4” in 12”)</span>.
 
  
 
==Application==
 
==Application==
 
<div id=ASMVALLEYMEM></div>
 
<div id=ASMVALLEYMEM></div>
===Eave and Valley Protection===
+
==={{hilite | Eave and Valley Protection|| 2021-June-30 }}===
#Eave protection must be carried a minimum of 600 mm (24") inside interior walls, or 900 mm (36") in heavy snow load conditions (For '''''RoofStar Guarantee''''' purposes, high snow load is considered regional areas with snow loading higher than 3.5 kPa as referenced in the National Building Code Appendix C “Climatic Information for Building Design in Canada”.  See also '''1.3.3 High Snow Loads''').
+
<ol>
#Valley protection membrane must be at least 1000 mm (39") wide and centred on the valley. The membrane must be the same materials as that used for eave protection.  
+
<li>''Eave protection'' must be carried a minimum of 600 mm (24") inside interior ''walls'', or 900 mm (36") in heavy snow load conditions.
 +
<li>{{hilite | ''Valley protection'' membranes must be|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | the same materials used for ''eave protection''|| 2021-June-30 }}.
 +
<li>{{hilite | at least 1000 mm (39”) wide and centred on the valley|| 2021-June-30 }}.
 +
<li>{{hilite | positively lapped and sealed to the ''eave protection'' membrane|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | Where curbs are incorporated into the roof design, they must be flashed with the same material used for ''eave and valley protection''. See '''11.3.4 Curbs''' for additional requirements|| 2021-June-30 }}.
 +
</li></ol>
  
===Underlayment - Field, Penetrations and Vertical Transitions===
+
==={{hilite | Underlayment|| 2021-June-30 }}===
#All roof assembly components installed above the structural deck must be installed by the Contractor.
+
====General====
#An underlayment is required for all slopes.  See '''8.2.2''' for material requirements.
+
<ol>
#Horizontal runs of underlayment must be positively lapped at least 50 mm (2"), and end laps (vertical joints) must be at least 150 mm (6").
+
<li>All roof assembly components installed above the ''supporting deck'' must be installed by the ''Contractor''.
#Where negative (backward) laps are unavoidable, only a self-adhering underlayment may be used. Negative laps must be at least 150 mm (6"), and seams must be roller-pressed and sealed with a compatible mastic along the seam edge.
+
<li>An underlayment is required for all slopes.  See '''8.2.2''' for material requirements.
#Underlayment must be installed horizontally on slopes up to 2:3 (8” in 12”).  
+
<li>Horizontal runs of ''underlayment'' must be positively lapped at least 50 mm (2"), and end laps (vertical joints) must be at least 150 mm (6").
#Underlayment may be installed perpendicular to the eaves provided the laps are self-sealing or sealed with a suitable lap cement provided by the underlay manufacturer.  On slopes steeper than 2:3 (8” in 12”) underlayment installed vertically (perpendicular to the eaves) must
+
<li>Where negative (backward) laps are unavoidable, only a self-adhering ''underlayment'' may be used. Negative laps must be at least 150 mm (6"), and seams must be roller-pressed and sealed with a compatible mastic along the seam edge.
##be self-adhering.
+
<li>''Underlayment'' must be installed horizontally on slopes up to 2:3 (8” in 12”).  
##extend beyond the furthermost edge of the flashing at least 100 mm (4").
+
<li>''Underlayment'' may be installed perpendicular to the eaves provided the laps are self-sealing or sealed with a suitable lap cement provided by the underlay manufacturer.  On slopes steeper than 2:3 (8” in 12”) ''underlayment'' installed vertically (perpendicular to the eaves) must
##positively lap beneath other vertical membranes.
+
<ol>
#Back pan membrane protection must
+
<li>be self-adhering.
##extend 900 mm (36") up the slope from the curb transition.
+
<li>extend beyond the furthermost edge of the flashing at least 100 mm (4").
##extend onto the field, past the curb at least 150 mm (6”).
+
<li>positively lap beneath other vertical membranes.
#Membrane protection for back pans and any penetration, regardless of its geometry, must
+
</li></ol>
##extend
+
</li></ol>
###at least 100 mm (4”) up the face of the penetration (on insulated assemblies).
 
###no higher than the top of a flexible boot penetration.
 
###to the top inside edge of curbs.
 
###onto field membranes by at least 150 mm (6”).
 
##be a high-temperature rated membrane.
 
  
===Slip Sheet and Drainage Layer===
+
===={{hilite | Low Slope Roofs|| 2021-June-30 }}====
#A slip-sheet is required when metal panels or flashings come in direct contact with any bituminous underlayments that do not have a tri-laminate facer, or if soldering is to be done.
+
<ol>
#Horizontal runs of slip sheets must be positively lapped at least 50 mm (2") and end laps (vertical joints) must be at least 150 mm (6").
+
<li>{{hilite | In addition to the General requirements above, ''Low Slope'' roofs may be fully covered with|| 2021-June-30 }}
#For roofs designed with a slope less than 1:3 (4” in 12”), drainage beneath the metal panel must be facilitated with either of the following:
+
<ol>
##a continuous layer of entangled mesh no less than 10 mm (3/8”) in thickness.
+
<li>{{hilite | one layer of self-adhering ''eave protection'' membrane equal to or exceeding the minimum thickness requirements, or|| 2021-June-30 }}
##clips incorporating tabs 3/8” above the top surface of clip base.
+
<li>{{hilite | multiple layers equal to or exceeding 1.4 mm in thickness; the second layer must be offset from the first by at least 300 mm (12”), both horizontally and vertically|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
 +
 
 +
===Separation and {{hilite | Ventilation|| 2021-June-30 }} Layers===
 +
<ol>
 +
<li>A {{hilite | ''separation layer'' (slip sheet)|| 2021-June-30 }} is required when  
 +
<ol>
 +
<li>{{hilite | metal panels or flashings come in direct contact with any bituminous ''underlayments'' that do not have a tri-laminate facer|| 2021-June-30 }}.
 +
<li>{{hilite | soldering is to be done|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>Horizontal runs of the ''separation layer'' must be positively lapped at least 50 mm (2") and end laps (vertical joints) must be at least 150 mm (6").
 +
<li>{{hilite | For roofs designed with a slope less than 1:3 (4” in 12”), a ventilation space beneath the metal panel must be incorporated with either of the following|| 2021-June-30 }}:
 +
<ol>
 +
<li>{{hilite | clips incorporating panel support tabs 10 mm (3/8”) above the top surface of the clip base || 2021-June-22 }}.
 +
<li>a continuous layer of entangled mesh no less than 10 mm (3/8”) in thickness.
 +
</li></ol>
 +
</li></ol>
 
<hr>
 
<hr>
 
<div id=ASMPANELS></div>
 
<div id=ASMPANELS></div>
  
 
=PANELS=
 
=PANELS=
This section covers metal panels that are site-formed by contractors or manufactured by a supplier.  Both options are listed under the [http://rpm.rcabc.org/index.php/Architectural_Metal_Roofing '''Accepted Architectural Sheet Metal Roofing'''] section of this '''Manual'''.
+
This Part covers metal panels that are site-formed by contractors or manufactured by a supplier, for installation in an Architectural Sheet Metal Roof System.  Both options are listed under the [http://rpm.rcabc.org/index.php/Architectural_Metal_Roofing '''Accepted Architectural Sheet Metal Roofing'''] table of this ''Manual''.
  
 
==General==
 
==General==
 
===Design===
 
===Design===
 
<ol>
 
<ol>
<li>See also '''1.2.1''' for engineered design requirements applicable to, without limitation,
+
<li>To qualify for a '''''RoofStar Guarantee''''', all Architectural Sheet Metal Roof Systems must be professionally engineered and documented on a Schedule S form (Specialty engineering; see the ''British Columbia Building Code'', current edition). Roofs must be engineer-designed to
 +
<ol>
 +
<li>withstand all anticipated live and dead loads, including but not limited to wind and other environmental loads (i.e. rain, snow) expected for the building’s size and location (see '''1.3.3 High Snow Loads''')
 +
<li>accommodate thermal expansion and contraction of the roof system components.
 +
</li></ol>
 +
<li>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://rpm.rcabc.org/index.php?title=ASM_Application_Guides_and_Notes '''Application 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.
 +
<br>
 +
<br>
 +
Each engineered design must include, without limitation, the following:
 
<ol>
 
<ol>
<li>drag load fastening.
+
<li>Metal panel profile and gauge
<li>snow loads.
+
<li>Type of clips
<li>wind loads.
+
<li>Bearing plates
<li>panel expansion and contraction.
+
<li>Drag load components
</li>
+
<li>Fasteners (type, size and spacing)
</ol>
+
<li>Roof assembly components (i.e. underlayment, insulation)
<li>Some limitations and conditions apply for slopes less than 1:6 (2” in 12”).  See '''2.1.2''' for '''''RoofStar Guarantee Standards'''''.
+
<li>Deck Substrate
 +
</li></ol>
 +
<li>Shop drawings for each ''Project'' detail, which may be drawn by the ''Contractor'', must be reviewed by the Accepted observer and returned to the '''''RoofStar Guarantee Program''''' administrator verifying conformity to the '''''RoofStar Guarantee Standards''''' prior to the start of construction.
 +
<li>Each construction detail must be reviewed during a field review and documented in the observer's RGC field review report, to verify conformity to the '''''RoofStar Guarantee Standards'''''.
 +
<li>Some limitations and conditions apply for slopes less than 1:6 (2” in 12”).  See '''2.2 Roof Slope''' for '''''RoofStar Guarantee Standards'''''.
 
<li>As roof slope diminishes, the height of the seam between panels musts increase, to accommodate the increased potential for water ingress.  Therefore, the following requirements apply:<br>
 
<li>As roof slope diminishes, the height of the seam between panels musts increase, to accommodate the increased potential for water ingress.  Therefore, the following requirements apply:<br>
 
{|  class="wikitable" style="margin-left: 20pt; margin-right: auto;border-color:#E7E9E9;vertical-align:top;text-align:center;"   
 
{|  class="wikitable" style="margin-left: 20pt; margin-right: auto;border-color:#E7E9E9;vertical-align:top;text-align:center;"   
Line 456: Line 991:
 
<ol>
 
<ol>
 
<li>the fastener slot on the fastening flange.</li>
 
<li>the fastener slot on the fastening flange.</li>
<li>the concealed expansion clip slot.</li>
+
<li>the concealed expansion clip slot.
</ol>
+
</li></ol>
</ol>
+
</li></ol>
 
<li>Metal panels must be pinned to the structure with fasteners to prevent slippage down the roof due to gravity loads or drag loads.
 
<li>Metal panels must be pinned to the structure with fasteners to prevent slippage down the roof due to gravity loads or drag loads.
 
<br>
 
<br>
 
<br>
 
<br>
By design, most architectural standing seam metal panel systems are intended to float to provide freedom for thermal expansion and contraction. Proprietary attachment clip designs permit metal panels to slide back and forth on the clip as the panel expands and contracts during the thermal cycle. Live snow loads can create considerable drag on panels displacing them from their intended location. The most common place to install drag load fasteners (point of fixity) is at the roof ridge, which allows fasteners to be concealed by cap flashing.</li>
+
<span class="reference">{{hilite | By design, most architectural standing seam metal panel systems are intended to float to provide freedom for thermal expansion and contraction. Proprietary attachment clip designs permit metal panels to slide back and forth on the clip as the panel expands and contracts during the thermal cycle. Live snow loads can create considerable drag on panels displacing them from their intended location. The most common place to install drag load fasteners (point of fixity) is at the roof ridge, which allows fasteners to be concealed by cap flashing|| 2021-June-30 }}</span>.
 
<li>When metal roof panels are not fully supported, and are instead supported intermittently, the metal panels must be designed to support the anticipated live loads, including live loads during installation, without deformation of the panel.  Panels must be able to withstand a minimum live load equal to or greater than 115 Kg (253 lbs).</li>
 
<li>When metal roof panels are not fully supported, and are instead supported intermittently, the metal panels must be designed to support the anticipated live loads, including live loads during installation, without deformation of the panel.  Panels must be able to withstand a minimum live load equal to or greater than 115 Kg (253 lbs).</li>
 
<li>Architectural metal roof panels that are installed on curved roof decks <u>'''must'''</u> be power-curved as a continuous panel, in line with the minimum radii and metal types published in the machine manual issued by the manufacturer of the panel-curving machine. Alternatively, if flat roll formed metal panels are installed on curved roof decks a panel stress calculation <u>'''must'''</u> be completed by a professional engineer prior to installation of metal panels.</li>
 
<li>Architectural metal roof panels that are installed on curved roof decks <u>'''must'''</u> be power-curved as a continuous panel, in line with the minimum radii and metal types published in the machine manual issued by the manufacturer of the panel-curving machine. Alternatively, if flat roll formed metal panels are installed on curved roof decks a panel stress calculation <u>'''must'''</u> be completed by a professional engineer prior to installation of metal panels.</li>
Line 472: Line 1,007:
 
<div id=ASMPANEL></div>
 
<div id=ASMPANEL></div>
 
===Panels===
 
===Panels===
#All metal roof panels over 300 mm (12”) in width must be roll-formed or factory-fabricated with stiffening ribs or striations.  
+
<ol>
#Panels fabricated with perforated fastening holes or slots must not exceed 9000 mm (30’) in length.
+
<li>All metal roof panels over 300 mm (12”) in width must be roll-formed or factory-fabricated with stiffening ribs or striations.  
#Sheet steel, copper and zinc roof panels may be roll-formed to a maximum width of 500 mm (20”).
+
<li>Panels fabricated with perforated fastening holes or slots must not exceed 9000 mm (30’) in length.
#Contractors '''must''' provide a mill certification for all metal roofing Projects installed under the '''''RoofStar Guarantee Program'''''. Mill certifications '''must''' confirm that the sheet metal used for forming metal panels and flashings conform to or exceed one of the following standards:
+
<li>Sheet steel, copper and zinc roof panels may be roll-formed to a maximum width of 500 mm (20”).
##'''Sheet Steel Materials'''
+
<li>Contractors '''must''' provide a mill certification for all metal roofing ''Projects'' installed under the '''''RoofStar Guarantee Program'''''. Mill certifications '''must''' confirm that the sheet metal used for forming metal panels and flashings conform to or exceed one of the following standards:
###Aluminum-zinc alloy coated steel sheet, 0.6858 mm (0.027", 24 gauge) thick, conforming to ASTM A792 / A792M-06 SS Grade 33, AZM150 (AZ50) coating. Thickness tolerance as per ASTM A924 / A924M-06 ±0.08 mm (0.003") for sheet widths not exceeding 1500 mm (60").<br/><br/>Only PVDF coatings (polyvinylidene fluoride, also referred to as PVF2) may be used on Al-Zn steel stock acceptable for use in a '''''RoofStar Guarantee'''''.
+
<ol>
###Galvanized steel sheet, 0.6858 mm (0.027", 24 gauge) thick, conforming to ASTM A653 / A653M-06 SS Grade 33, Z275 (G90) coating. Thickness tolerance as per ASTM A924 / A924M-06 ±0.08 mm (0.003") for sheet widths not exceeding 1500 mm (60"). <br/><br/>Only PVDF coatings (polyvinylidene fluoride, also referred to as PVF2) may be used on G90 galvanized steel stock acceptable for use in a '''''RoofStar Guarantee'''''.
+
<li>'''Sheet Steel Materials'''
##'''Non-Ferrous Materials'''
+
<ol>
###Copper sheet, 0.56 mm (.0216" 16 oz.) thick, cold rolled roofing copper to ASTM B370-91.  Maximum thickness tolerance ± 0.04 mm (0.0015)
+
<li>Aluminum-zinc alloy coated steel sheet, 0.6858 mm (0.027", 24-gauge) thick, conforming to ''ASTM A792 / A792M-06'' SS Grade 33, AZM150 (AZ50) coating. Thickness tolerance as per ''ASTM A924 / A924M-06'' ±0.08 mm (0.003") for sheet widths not exceeding 1500 mm (60").<br/><br/>Only PVDF coatings (polyvinylidene fluoride, also referred to as PVF2) may be used on Al-Zn steel stock acceptable for use in a '''''RoofStar Guarantee'''''.
###Zinc sheet, 0.81 mm (0.031") ± 0.03 mm thick, conforming to European Standard EN 988-1996. Zinc grade Z1 conforming to EN 1179 that is 99.995% minimum zinc content, with addition of copper-titanium alloys. Maximum thickness tolerance variation ± 0.03 mm (0.0012").
+
<li>Galvanized steel sheet, 0.6858 mm (0.027", 24-gauge) thick, conforming to ''ASTM A653 / A653M-06'' SS Grade 33, Z275 (G90) coating. Thickness tolerance as per ''ASTM A924 / A924M-06'' ±0.08 mm (0.003") for sheet widths not exceeding 1500 mm (60"). <br/><br/>Only PVDF coatings (polyvinylidene fluoride, also referred to as PVF2) may be used on G90 galvanized steel stock acceptable for use in a '''''RoofStar Guarantee'''''.
 
+
</li></ol>
 +
<li>'''Non-Ferrous Materials'''
 +
<ol>
 +
<li>Copper sheet, 0.56 mm (.0216" 16 oz.) thick, cold rolled roofing copper to ''ASTM B370-91''.  Maximum thickness tolerance ± 0.04 mm (0.0015)
 +
<li>Zinc sheet, 0.81 mm (0.031") ± 0.03 mm thick, conforming to ''European Standard EN 988-199''6. Zinc grade Z1 conforming to ''EN 1179'' that is 99.995% minimum zinc content, with addition of copper-titanium alloys. Maximum thickness tolerance variation ± 0.03 mm (0.0012").
 +
</li></ol>
 +
</li></ol>
 +
</li></ol>
 
<div id="ASMROLL"></div>
 
<div id="ASMROLL"></div>
  
 
===Roll-forming Machines===
 
===Roll-forming Machines===
#<span class="principles">Contractors who own metal panel machines are responsible to meet or exceed the panel machine maintenance standards as established by the roll form machine manufacturer.</span>
+
<ol>
#Site-forming metal panel machines must be certified annually by a third party engineer. Machines must be serviceable, maintained and calibrated with supporting documentation. Records must be submitted to the RCABC annually.
+
<li><span class="principles">''Contractors'' who own metal panel machines are responsible to meet or exceed the panel machine maintenance standards as established by the roll form machine manufacturer.</span>
 +
<li>Site-forming metal panel machines must be certified annually by a third-party engineer. Machines must be serviceable, maintained and calibrated with supporting documentation. Records must be submitted to the RCABC annually.
 +
</li></ol>
 
<div id=ASMFAST></div>
 
<div id=ASMFAST></div>
 
<div id=ASMFASTENING></div>
 
<div id=ASMFASTENING></div>
 
<div id=ASMEXFASTEN></div>
 
<div id=ASMEXFASTEN></div>
 
<div id=ASMCLADSCREW></div>
 
<div id=ASMCLADSCREW></div>
 +
 
===Fasteners===
 
===Fasteners===
#Fasteners used to secure metal flashings and clips must be compatible with the material they contact.
+
<ol>
#Fasteners must be  
+
<li>Fasteners used to secure metal flashings and clips must be compatible with the material they contact.
##determined by the ''Design Authority''
+
<li>Fasteners must be  
##appropriately sized, in both length and thread type, for the material to which they will be secured
+
<ol>
##corrosion-resistant screws with a low-profile head (as specified by the ''Design Authority'')
+
<li>determined by the ''Design Authority''
#High-domed gasketed cladding screws must be No. 8 or larger, and should be the same colour as the flashing material.
+
<li>appropriately sized, in both length and thread type, for the material to which they will be secured
#{{hilite | Sealed blind rivets are acceptable for securing two metal flashings together, but must be used to secure flashings when the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”). || 2020-February-15 }}
+
<li>corrosion-resistant screws with a low-profile head (as specified by the ''Design Authority'').
#Nails are not acceptable as fasteners.
+
</li></ol>
 +
<li>High-domed gasketed cladding screws must be No. 8 or larger and should be the same colour as the flashing material.
 +
<li>{{hilite | Sealed blind rivets are acceptable for securing two metal flashings together but must be used to secure flashings when the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”). || 2020-February-15 }}
 +
<li>Nails are not acceptable as fasteners.
 +
</li></ol>
 
<div id=ASMCLIP></div>
 
<div id=ASMCLIP></div>
  
 
===Clips===
 
===Clips===
<p class="reference">In-seam (hidden) attachment clips may be a one-piece stationary design that provides a friction fit to the standing seam, which allows unlimited thermal movement of the panel along its length. Alternatively, attachment technology includes built in fastening strips that are formed along the panel seams during the roll forming process and two-piece floating clips that permit a greater range of thermal movement by allowing differential panel movement to take place between the two components of the clip</p>.
+
<p class="reference">In-seam (hidden) attachment clips may be a one-piece stationary design that provides a friction fit to the standing seam, which allows unlimited thermal movement of the panel along its length. Alternatively, attachment technology includes built in fastening strips that are formed along the panel seams during the roll forming process and two-piece floating clips that permit a greater range of thermal movement by allowing differential panel movement to take place between the two components of the clip.</p>
#Clips must be  
+
<ol>
##proprietary (not shop fabricated) and must be acceptable to the roll form machine manufacturer, for use with the metal roofing systems.
+
<li>Clips must be  
##compatible with the metal panel and other materials they contact.
+
<ol>
#Unless otherwise specified by the ''Design Authority'', clips must be attached by at least two fasteners and have evenly spaced indents or guide holes for fastener placement.  Attachment clips for metal roofing systems must be formed from
+
<li>proprietary (not shop fabricated) and must be acceptable to the roll form machine manufacturer, for use with the metal roofing systems.
##Steel (Z275 or G90)(AZ50 or AZM150).
+
<li>compatible with the metal panel and other materials they contact.
##Aluminum.
+
</li></ol>
##Stainless Steel.
+
<li>Unless otherwise specified by the ''Design Authority'', clips must be attached by at least two fasteners and have evenly spaced indents or guide holes for fastener placement.  Attachment clips for metal roofing systems must be formed from
#{{hilite | When the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”) (for example, a barrelled roof), the clips must be fully supported with a neoprene pad. || 2020-February-15 }}
+
<ol>
 +
<li>Steel (Z275 or G90)(AZ50 or AZM150).
 +
<li>Aluminum.
 +
<li>Stainless Steel.
 +
</li></ol>
 +
<li>{{hilite | EPDM foam pads used to support panel clips must be sufficiently dense and thick (after compression) to equal the thickness of the ventilation layer. See also '''9.3.3 Panel Securement''' and '''8.3.3 Separation and Ventilation Layers'''|| 2021-June-30 }}.
 +
</li></ol>
  
 
===Sealants===
 
===Sealants===
#Sealants shall be  
+
<ol>
##non-hardening high quality butyl or polyurethane.
+
<li>Sealants shall be  
##available in either gun grade or sealant tape form.
+
<ol>
##suitable for exterior use and able to resist the effects of weathering.
+
<li>non-hardening high quality butyl or polyurethane.
##compatible with, and able to adhere to, the materials to which they are applied.
+
<li>available in either gun grade or sealant tape form.
#Sealants shall conform to any one of the following standards:
+
<li>suitable for exterior use and able to resist the effects of weathering.
##CGSB 19-GP-5M, “Sealing Compound, One Component, Acrylic Base, Solvent Curing”.
+
<li>compatible with, and able to adhere to, the materials to which they are applied.
##CAN / CGSB-19.13, “Sealing Compound, One Component, Elastomeric, Chemical Curing”.
+
</li></ol>
##CGSB 19-GP-14M, “Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing”.
+
<li>Sealants shall conform to any one of the following standards:
##CAN / CGSB-19.24, “Multi-Component, Chemical Curing Sealing Compound”.
+
<ol>
 +
<li>''CGSB 19-GP-5M, Sealing Compound, One Component, Acrylic Base, Solvent Curing''
 +
<li>''CAN/CGSB-19.13, Sealing Compound, One Component, Elastomeric, Chemical Curing''
 +
<li>''CGSB 19-GP-14M, Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing''
 +
<li>''CAN/CGSB-19.24, Multi-Component, Chemical Curing Sealing Compound''
 +
</li></ol>
 +
</li></ol>
  
 
==Application==
 
==Application==
 
===General===
 
===General===
#Sheet steel, copper and zinc roof panels must be installed with a continuous minimum tolerance gap of 1/8” between the heels of the panels.  
+
<ol>
#Concealed fasteners  
+
<li>Panels must be protected against condensation between adjacent surfaces. Retain factory packaging or provide other adequate covering until material is applied.
##<span class="principles">should provide clearance for the underside of the metal panel</span>, and  
+
<li>Panels must be handled with non-marring slings and use a spreader bar for hoisting. If site formed panels are specified, coils must be protected from condensation and stacked in an upright manner.
##must be of a material compatible with the metal clip
+
<li>Sheet steel, copper and zinc roof panels must be installed with a continuous minimum tolerance gap of 1/8” between the heels of the panels.  
 +
<li>Concealed fasteners  
 +
<ol>
 +
<li><span class="principles">should provide clearance for the underside of the metal panel</span>, and  
 +
<li>must be of a material compatible with the metal clip.
 +
</li></ol>
 +
</li></ol>
  
===Material Storage and Handling===
+
==={{hilite | Panel Securement|| 2021-June-30 }}===
#Panels must be protected against condensation between adjacent surfaces. Retain factory packaging or provide other adequate covering until material is applied.
+
{{hilite | See also '''10.3.5 Perimeters and Walls''', together with '''13.3 Application''' for linear metal flashings|| 2021-June-30 }}.
#Panels must be handled with non-marring slings and use a spreader bar for hoisting. If site formed panels are specified, coils must be protected from condensation and stacked in an upright manner.
+
<ol>
 
+
<li>{{hilite | See '''Part 3 SECURING the ROOF ASSEMBLY''' for general panel securement standards|| 2021-June-30 }}.
===Perimeter Edge Securement===
+
<li>{{hilite | All metal panels must be mechanically secured against gravitational (drag) loads|| 2021-June-30 }}.
#Metal panels must be secured at and engaged to the eaves by a continuous metal hook strip (see [http://rpm.rcabc.org/index.php/ASM_Details:E1.7.3_(Eave_%26_Gable_Flashing_for_Standing_Seam_Systems) '''ASM Detail E1.7.3''']).
+
<li>When the roof is designed and constructed with {{hilite | a ''ventilation space'' (layer) immediately beneath the metal panels, panel clips must be secured using one of the following options|| 2021-June-30 }}:
#Gable and roof-to-wall flashings must
+
<ol>
##be engineer-designed to withstand wind uplift.
+
<li>{{hilite | Standard-height clips (matching the height of panel seams) that are|| 2021-June-30 }} fully supported with a closed-cell EPDM foam pad
##allow for expansion and contraction.<div id=ASMEXFASTEN></div>
+
<ol>
##not utilize exposed fasteners.
+
<li>fabricated
 +
<ol>
 +
<li>with sufficient density and thickness (after compression) to equal the thickness of the ''ventilation layer''.
 +
<li>at least 18.75 mm (3/4”) larger, in width and length, than the bearing plate it will support.
 +
</li></ol>
 +
<li>installed over a ''separation layer'' when the ''underlayment'' is bituminous.
 +
</li></ol>
 +
<li>{{hilite | Clips fabricated 10 mm (3/8”) taller than the panel seams, secured with fasteners into their supports and fully embedded in a compatible sealant (see '''9.2.5 Sealants'''). When this approach is used, the panels must be engineered to support anticipated live loads without deformation (ref. '''9.1.1''' ('''5'''))|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>Metal panels must be secured at, {{hilite | and engaged to|| 2021-June-30 }}, the eaves by a continuous metal hook strip (see [http://rpm.rcabc.org/index.php?title=ASM_10.1.1_Eave_%26_Rake_Flashing_(Mechanical_Seam) '''ASM 10.1.1 Eave & Rake Flashing (Mechanical Seam)''')].
 +
</li></ol>
 
<div id=ASMCLOS></div>
 
<div id=ASMCLOS></div>
 
<div id=ASMCLOSURE></div>
 
<div id=ASMCLOSURE></div>
Line 548: Line 1,125:
  
 
===Panel Terminations===
 
===Panel Terminations===
#Two weather stops must be installed at up-slope termination of each panel:
+
<ol>
##The primary weather stop shall be a metal Z-closure, which must be sealed against the weather with two (2) rows of gunnable sealant or sealant tape.
+
<li>{{hilite | All panel terminations at the top of a slope|| 2021-June-30 }}
##The secondary weather stop may be
+
<ol>
###A metal Z-closure, set in sealant as described above for the primary closure.
+
<li>must be turned up (bread-panned) to {{hilite | match the panel seam|| 2021-June-30 }} height.  Turned up corners (dog ears) are not to be cut.
###The panel bread-pan.
+
<li>{{hilite | must be flashed with a positively shedding cap, hip or wall flashing (see '''10.3.5 Perimeters and Walls''')|| 2021-June-30 }}.
###Metal flashings turned down between panel ribs to close off openings. 
+
</li></ol>
#The up-slope termination of metal panels must be turned up (bread-panned) to a height of at least 26 mm (1”), and shall in any event be equal in height to the top of seamed ribs. Turned up corners (dog ears) are not to be cut.
+
<li>{{hilite | When panels terminate at the top of a ''Common Slope'' or ''Low Slope'' roof (slopes up to and less than 1:1 (12” in 12”)), they must be closed with additional metal Z-closure|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | set in two (2) rows of gunnable sealant or sealant tape|| 2021-June-30 }}.
 +
<li>{{hilite | fastened to the metal roof panel or fastened through the panel into the deck (when the fasteners are intended to serve as drag load securement)|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
 +
 
  
===Low-slope Tie-in===
 
#Metal roof panels adjoining a lower low-slope roof must terminate 200 mm (8") up the slope from the finished roof surfacing.
 
#Metal roof system underlay / eave protection must overlap lower low-slope roof membrane flashing by a minimum of 100 mm (4").
 
#A metal counter-flashing with an exposure of at least 100 mm (4”) is required at the bottom termination of the metal panels.
 
 
<hr>
 
<hr>
 
<div id=ASMPERIMETER></div>
 
<div id=ASMPERIMETER></div>
  
=PERIMETER and VALLEY FLASHING=
+
=PERIMETERS {{hilite | and WALLS|| 2021-February-7 }}=
Following the typical sequence of construction, this section pertains to flashings that are often but not always installed before panels – flashings at the eaves, gable (rake) edges, along adjoining walls, or along ridges and hips.
+
Following the typical sequence of construction, this Part pertains to flashings that are often but not always installed before panels – flashings at the eaves, gable (rake) edges, along adjoining walls, or along ridges and hips.
  
 
==General==
 
==General==
 
===Design===
 
===Design===
#Flashings must be engineer-designed to resist wind uplift.
+
<ol>
#Where exposed fasteners are not desirable, the design must utilize continuous ‘wind clips’ that secure the flashing along its lower edge (see [http://rpm.rcabc.org/index.php/ASM_Details:E1.7.3_(Eave_%26_Gable_Flashing_for_Standing_Seam_Systems) '''ASM Detail E1.7.3''']).
+
<li>{{hilite | ''Linear metal flashings'' described in any Part of this Standard are considered necessary and integral to the scope of a ''Project'' designed and constructed to qualify for a '''''RoofStar Guarantee'''''.  Furthermore, only new ''linear metal flashings'' may be specified and installed; reuse of any existing linear metal flashings is prohibited and may void the ''Guarantee''.  See also '''1.6 RoofStar Guarantee: Coverage and Limitations'''|| 2021-February-7}}.
 +
<li>{{hilite | The ''Design Authority'' is responsible to specify continuity so that intersecting ''systems'' are positively connected.  See '''10.3.2 Sequencing'''|| 2020-July-3 }}.
 +
<li>Flashings must be engineer-designed to resist wind uplift.
 +
<li>Where exposed fasteners are not desirable, the design must utilize continuous ‘wind clips’ that secure the flashing along its lower edge (see [http://rpm.rcabc.org/index.php?title=ASM_10.1.1_Eave_%26_Rake_Flashing_(Mechanical_Seam) '''ASM 10.1.1 Eave & Rake Flashing (Mechanical Seam)''']).
 +
<li>{{hilite | All cap and hip flashings designed for ''Common Slope'' and ''Low Slope'' roofs (slopes up to but less than 1:1 (12” in 12”)) must be secured with hooked metal Z-closures which are || 2021-June-23 }}
 +
<ol>
 +
<li>{{hilite | set in two (2) rows of gunnable sealant or sealant tape|| 2021-June-30 }}.
 +
<li>{{hilite | fastened through the metal roof panel into the deck|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | Cap and hip flashings designed for ''Steep Slopes'' (roofs with a slope greater than 1:1 (12” in 12”)) may be|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | secured with metal Z-closures installed in keeping with the standards in '''10.3.5.3'''('''1''')|| 2021-June-30 }}.
 +
<li>{{hilite | secured to the standing seams with acceptable fasteners. Further protection from the weather may be accomplished by turning down the hip or cap flashing turned down between panel ribs to close off openings|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
  
 
==Materials==
 
==Materials==
===Metal Flashings===
+
==={{hilite | Valley Protection Membrane|| 2021-June-30 }}===
#Flat stock used for flashing fabrication on metal roofing systems '''must''' meet or exceed
+
<ol>
##the grade,
+
<li>{{hilite | See '''8.2.1 Eave and Valley Protection''' for material requirements|| 2021-June-30 }}.
##design thickness (gauge), and
+
</li></ol>
##finish quality
 
  
::of the metal roof panels.  See '''9.2.1 Panels'''.
+
===Metal Flashing Stock===
 +
<ol>
 +
<li>Flat stock used for flashing fabrication on metal roofing systems '''must''' meet or exceed
 +
<ol>
 +
<li>the grade,
 +
<li>design thickness (gauge), and
 +
<li>finish quality
 +
<br>
 +
<br>
 +
of the metal roof panels.  See '''9.2.1 Panels'''.
 +
</li></ol>
 +
</li></ol>
  
 
===Fasteners===
 
===Fasteners===
#Fasteners used to secure metal flashings must be  
+
<ol>
##compatible with the material it contacts
+
<li>Fasteners used to secure ''linear metal flashings'' must be  
##appropriately sized, in both length and thread type, for the material to which they will be secured
+
<ol>
##corrosion-resistant screws with a low-profile head (as specified by the ''Design Authority'')
+
<li>compatible with the material it contacts.
#{{hilite | Sealed blind rivets are acceptable for securing two metal flashings together, but must be used to secure flashings when the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”). || 2020-February-15 }}
+
<li>appropriately sized, in both length and thread type, for the material to which they will be secured.
#{{hilite | Nails and high-domed neoprene gasketed cladding screws are not acceptable as fasteners for securing perimeter and valley flashings, and must not be used when the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”). || 2020-February-15 }}
+
<li>corrosion-resistant screws with a low-profile head (as specified by the ''Design Authority'').
 +
</li></ol>
 +
<li>{{hilite | Sealed blind rivets are acceptable for securing two ''linear metal flashings'' together, but must be used to secure flashings when the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”). || 2020-February-15 }}
 +
<li>{{hilite | Nails and high-domed neoprene gasketed cladding screws are not acceptable as fasteners for securing perimeter and valley flashings, and must not be used when the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”). || 2020-February-15 }}
 +
</li></ol>
 
<div id=ASMCAULK></div>
 
<div id=ASMCAULK></div>
  
 
===Sealants===
 
===Sealants===
#Sealants shall be  
+
<ol>
##non-hardening high quality butyl or polyurethane.
+
<li>Sealants shall be  
##available in either gun grade or sealant tape form.
+
<ol>
##suitable for exterior use and able to resist the effects of weathering.
+
<li>non-hardening high-quality butyl or polyurethane.
##compatible with, and able to adhere to, the materials to which they are applied.
+
<li>available in either gun grade or sealant tape form.
#Sealants shall conform to any one of the following:
+
<li>suitable for exterior use and able to resist the effects of weathering.
##CGSB 19-GP-5M, “Sealing Compound, One Component, Acrylic Base, Solvent Curing”.
+
<li>compatible with, and able to adhere to, the materials to which they are applied.
##CAN / CGSB-19.13, “Sealing Compound, One Component, Elastomeric, Chemical Curing”.
+
</li></ol>
##CGSB 19-GP-14M, “Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing”.
+
<li>Sealants shall conform to any one of the following:
##CAN / CGSB-19.24, “Multi-Component, Chemical Curing Sealing Compound”.
+
<ol>
 +
<li>''CGSB 19-GP-5M, “Sealing Compound, One Component, Acrylic Base, Solvent Curing”''.
 +
<li>''CAN/CGSB-19.13, “Sealing Compound, One Component, Elastomeric, Chemical Curing”''.
 +
<li>''CGSB 19-GP-14M, “Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing”''.
 +
<li>''CAN/CGSB-19.24, “Multi-Component, Chemical Curing Sealing Compound”''.
 +
</li></ol>
 +
</li></ol>
 
<div id=ASMDETAIL></div>
 
<div id=ASMDETAIL></div>
 
<div id=ASMSHEETMETAL></div>
 
<div id=ASMSHEETMETAL></div>
Line 605: Line 1,218:
 
==Application==
 
==Application==
 
===General===
 
===General===
#Metal flashings must be attached with hidden metal cleats.
+
<ol>
#On vertical applications with limited height, or on neoprene or EPDM form-flashings with aluminum flanges, blind rivets may be used as an alternative method of flashing attachment. Rivets shall be closed-end, dome-head type.  
+
<li>''Linear metal flashings'' must be attached with hidden metal cleats.
#High-domed gasketed cladding screws are not acceptable.
+
<li>On vertical applications with limited height, or on neoprene or EPDM form-flashings with aluminum flanges, blind rivets may be used as an alternative method of flashing attachment. Rivets shall be closed-end, dome-head type.  
#Two rows of sealant are required for all metal valley and metal flashing overlaps.
+
<li>High-domed gasketed cladding screws are not acceptable.
 +
<li>Two rows of sealant are required for all metal valley and ''linear metal flashing'' overlaps.
 +
</li></ol>
 +
 
 +
===Sequencing===
 +
<ol>
 +
<li>{{hilite | ''Projects'' must follow proper sequencing. This means that materials must be installed so that they interface with other materials, ''systems'' or assemblies, including those installed by other trades, in “shingle fashion” by positively overlapping them below or above. Occasionally, the coordination with other trades requires some adaptation to this standard. When that is the case, any Variance to proper detail sequencing must be approved by the ''Design Authority'' in writing|| 2020-July-3 }}.
 +
</li></ol>
 +
 
 +
===[NOT USED]===
 +
===[NOT USED]===
  
 +
===Perimeters and Walls===
 
<div id=ASMHOOKSTRIP></div>
 
<div id=ASMHOOKSTRIP></div>
  
===Eave Flashings===
+
====Eave, Gable (Rake) and Wall Flashings====
#Eaves flashings (see [http://rpm.rcabc.org/index.php/ASM_Details:E1.7.3_(Eave_%26_Gable_Flashing_for_Standing_Seam_Systems) '''Detail E1.7.3''']) must
+
<ol>
##be fabricated to hold the leading edge of the panel in place, and to allow for anticipated panel expansion.
+
<li>Eaves flashings (see [http://rpm.rcabc.org/index.php?title=ASM_10.1.1_Eave_%26_Rake_Flashing_(Mechanical_Seam) '''ASM 10.1.1 Eave & Rake Flashing (Mechanical Seam)''']) must
##be installed over an underlying strip of eave protection membrane, which must extend  
+
<ol>
###onto the roof deck past the top edge of the flashing, and  
+
<li>be fabricated to hold the leading edge of the panel in place, and to allow for anticipated panel expansion.
###vertically onto the fascia (fully covered by the vertical leg of the metal flashing).
+
<li>be installed over an underlying strip of ''eave protection'' membrane, which must extend  
##extend onto the sloped deck or supporting member at least 75 mm (3”).
+
<ol>
##be secured along the
+
<li>onto the roof ''deck'' past the top edge of the flashing, and  
###top flange with screws spaced in accordance with the engineered design but no further apart than 300 mm (12”) O.C.  
+
<li>vertically onto the fascia (fully covered by the vertical leg of the metal flashing).
###fascia utilizing a continuous clip fastened a maximum of 300 mm (12") O.C. (when external metal gutters are installed, see 9.3.2.2 below); eave flashings with a face less than 50 mm (2”) do not require a clip but must be alternatively fastened.
+
</li></ol>
##overlaid with eave protection membrane.
+
<li>extend onto the sloped ''deck'' or supporting member at least 75 mm (3”).
#<span class="recommended">Where external metal gutters will be installed,</span>  
+
<li>be secured along the
##<span class="recommended">the eave flashing should be installed to accommodate the gutter and hangar</span>.
+
<ol>
##<span class="recommended">and gutter hangars are to be fastened behind the eave flashing, the eave flashing does not require a continuous clip and may be face-screwed together with the gutter hangar</span>.
+
<li>top flange with screws spaced in accordance with the engineered design but no further apart than 300 mm (12”) O.C.  
 
+
<li>fascia utilizing a continuous clip fastened a maximum of 300 mm (12") O.C. (when external metal gutters are installed, see '''9.3.2.2''' below); eave flashings with a face less than 50 mm (2”) do not require a clip but must be alternatively fastened.
===Gable (Rake) and Wall Flashings===
+
</li></ol>
#Gable and roof-to-wall flashings must
+
<li>overlaid with ''eave protection'' membrane.
##allow for expansion and contraction.  
+
</li></ol>
##be installed with a continuous clip fastened a maximum of 300 mm (12”) O.C.
+
<li><span class="recommended">Where external metal gutters will be installed,</span>  
 +
<ol>
 +
<li><span class="recommended">the eave flashing should be installed to accommodate the gutter and hangar</span>.
 +
<li><span class="recommended">and gutter hangars are to be fastened behind the eave flashing, the eave flashing does not require a continuous clip and may be face-screwed together with the gutter hangar</span>.
 +
</li></ol>
 +
<li>Gable and roof-to-wall flashings must
 +
<ol>
 +
<li>be engineer-designed to withstand wind uplift.
 +
<li>allow for expansion and contraction.
 +
<li>{{hilite | be firmly secured|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | to a ''wall'' using a concealed continuous clip fastened a maximum of 300 mm (12”) O.C. Exposed fasteners are not permitted|| 2021-June-30 }}.
 +
<li>{{hilite | to the metal panels using|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | a metal Z-closure set in two (2) rows of gunnable sealant or sealant tape and fastened through the metal roof panel into the ''deck''|| 2021-June-30 }}.
 +
<li>{{hilite | exposed fasteners installed through the flashing into panel ribs|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
 +
</li></ol>
 +
</li></ol>
 
<div id=ASMDRAG></div>
 
<div id=ASMDRAG></div>
 
<div id=ASMVALOVERLAP></div>
 
<div id=ASMVALOVERLAP></div>
 
<div id=ASMVALLEYPAN></div>
 
<div id=ASMVALLEYPAN></div>
  
===Valleys===
+
====Valleys====
#Drag load fastening is mandatory on all valleys.
+
=====<u><big>Valley Protection Membrane</big></u>=====
#Metal valley panels must
+
<ol>
##be installed shingle fashion.
+
<li>{{hilite | ''Valley protection'' membrane must be installed in keeping with the requirements in '''8.3.1'''|| 2021-June-30 }}.
##overlap the adjacent lower panel at least 200 mm (8").
+
</li></ol>
##be sealed at the lapped joint with two horizontal rows of approved sealant.
+
 
#Valley dividers are required and must be a minimum of 25 mm (1") high, folded to a maximum of 60 degrees on the inside angle of the divider.
+
=====<u><big>Valley Flashings</big></u>=====
#Exposed valley widths must be a minimum 125 mm (5") from divider to metal roof panel on each side of the divider. Increased width is recommended in high snow load areas (see '''1.3.3 High Snow Loads''').
+
<ol>
#Hooked metal valley sections (see [http://rpm.rcabc.org/index.php/ASM_Details:E1.7.5_(Metal_Valley_-_Hooked_Flashing) '''Detail E1.7.5'''])  must incorporate the following design and installation requirements:
+
<li>Drag load fastening is mandatory on all valleys.
##Metal roof panels must be fabricated with a built-in hook strip returned 37 mm (1 1/2") to  
+
<li>Metal valley panels must
###form a water cut-off.
+
<ol>
###hook onto the valley metal panel.
+
<li>be installed shingle fashion.
##Valley flashings must be fabricated with a continuous hook strip and a flange (for securement to the substrate) measuring at least 76 mm (3”) wide,  
+
<li>overlap the adjacent lower panel at least 200 mm (8").
###fastened according to the specifications of the ''Design Authority''.
+
<li>be sealed at the lapped joint with two horizontal rows of approved sealant.
###stripped in and sealed to the valley protection membrane with a self-adhered modified bituminous membrane measuring at least a 300 mm (12”) in width and applied to extend past the flashing fasteners by at least 38 mm (1 ½”).
+
</li></ol>
##Reverse laps must be sealed with a membrane-compatible sealant.
+
<li>Valley dividers are required and must be a minimum of 25 mm (1") high, folded to a maximum of 60 degrees on the inside angle of the divider.
#Unhooked metal valley sections (see [http://rpm.rcabc.org/index.php/ASM_Details:E1.7.3_(Eave_%26_Gable_Flashing_for_Standing_Seam_Systems) '''ASM Detail E1.7.6''']) must incorporate the following design and installation requirements:
+
<li>Exposed valley widths must be a minimum 125 mm (5") from divider to metal roof panel on each side of the divider. Increased width is recommended in high snow load areas (see '''1.3.3 High Snow Loads''').
##Valley flashings must be  
+
<li>Hooked metal valley sections (see [http://rpm.rcabc.org/index.php?title=ASM_10.3.1_Hooked_Valley_Flashing '''ASM 10.3.1 Hooked Valley Flashing'''])  must incorporate the following design and installation requirements:
###hemmed with a return measuring at least 37 mm (1 1/2") to form a water cut-off.
+
<ol>
###secured with continuous cleats
+
<li>Metal roof panels must be fabricated with a built-in hook strip returned 37 mm (1 1/2") to  
####fabricated from 26 Ga. flat metal stock (min. thickness).
+
<ol>
####fabricated with a leg measuring at least 76 mm (3”) wide.  
+
<li>form a water cut-off.
####fastened according to the specifications of the ''Design Authority''.
+
<li>hook onto the valley metal panel.
####stripped in and sealed to the valley protection membrane with a self-adhered modified bituminous membrane measuring at least a 300 mm (12”) in width and applied to extend past the flashing fasteners by at least 38 mm (1 ½”).
+
</li></ol>
##Reverse laps must be sealed with a membrane-compatible sealant.
+
<li>Valley flashings must be fabricated with a continuous hook strip and a flange (for securement to the substrate) measuring at least 76 mm (3”) wide,  
 +
<ol>
 +
<li>fastened according to the specifications of the ''Design Authority''.
 +
<li>stripped in and sealed to the ''valley protection'' membrane with a self-adhered modified bituminous membrane measuring at least a 300 mm (12”) in width and applied to extend past the flashing fasteners by at least 38 mm (1 ½”).
 +
</li></ol>
 +
<li>Reverse laps must be sealed with a membrane-compatible sealant.
 +
</li></ol>
 +
<li>Unhooked metal valley sections (see [http://rpm.rcabc.org/index.php?title=ASM_10.3.2_Unhooked_Valley_Flashing '''ASM 10.3.2 Unhooked Valley Flashing''']) must incorporate the following design and installation requirements:
 +
<ol>
 +
<li>Valley flashings must be  
 +
<ol>
 +
<li>hemmed with a return measuring at least 37 mm (1 1/2") to form a water cut-off.
 +
<li>secured with continuous cleats
 +
<ol>
 +
<li>fabricated from 26 Ga. flat metal stock (min. thickness).
 +
<li>fabricated with a leg measuring at least 76 mm (3”) wide.  
 +
<li>fastened according to the specifications of the ''Design Authority''.
 +
<li>stripped in and sealed to the valley protection membrane with a self-adhered modified bituminous membrane measuring at least a 300 mm (12”) in width and applied to extend past the flashing fasteners by at least 38 mm (1 ½”).
 +
</li></ol>
 +
</li></ol>
 +
<li>Reverse laps must be sealed with a membrane-compatible sealant.
 +
</li></ol>
 +
</li></ol>
  
 
<div id=ASMZ></div>
 
<div id=ASMZ></div>
  
===Cap and Hip Flashings===
+
====Cap and Hip Flashings====
 
See also '''9.3.4 Panel Terminations'''.
 
See also '''9.3.4 Panel Terminations'''.
#Standard cap / hip flashing must be hooked to metal Z-closures which are  
+
<ol>
##set in two (2) rows of gunnable sealant or sealant tape.  
+
<li>{{hilite | All cap and hip flashings installed on ''Common Slope'' and ''Low Slope'' roofs (slopes up to and less than 1:1 (12” in 12”))|| 2021-June-30}} must be hooked to metal Z-closures which are
##fastened through the metal roof panel into the deck.
+
<ol>
#For roof slopes up to 2:3 (8” in 12”), metal cap/hip flashing must extend a minimum of 150 mm (6") over metal roof panels, measured from the back pan, and extending on each side of the ridge/hip.
+
<li>set in two (2) rows of gunnable sealant or sealant tape.
#For roof slopes equal to or greater than 2:3 (8” in 12”), the metal cap/hip flashing may be reduced by 75mm (3”) over metal roof panels, measured from the back pan and extending on each side of the ridge/hip.
+
<li>fastened through the metal roof panel into the deck.
#For roof slopes greater than 1:1 (12” in 12”), an underlying support at the centre of the ridge is required to support the ridge cap flashing.
+
</li></ol>
 +
<li>{{hilite | Cap and hip flashings installed on ''Steep Slopes'' (roofs with a slope greater than 1:1 (12” in 12”)) may be|| 2021-June-30}}
 +
<ol>
 +
<li>{{hilite | hooked to a metal Z-closure installed in keeping with the standards in '''10.3.5.3''' ('''1''')|| 2021-June-30}}.
 +
<li>{{hilite | mechanically fastened to the standing seam with an acceptable fastener|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>For roof slopes up to 2:3 (8” in 12”), metal cap/hip flashing must extend a minimum of 150 mm (6") over metal roof panels, measured from the back pan, and extending on each side of the ridge/hip.
 +
<li>For roof slopes equal to or greater than 2:3 (8” in 12”), the metal cap/hip flashing may be reduced by 75mm (3”) over metal roof panels, measured from the back pan and extending on each side of the ridge/hip.
 +
<li>For roof slopes greater than 1:1 (12” in 12”), an underlying support at the centre of the ridge is required to support the ridge cap flashing.
 +
</li></ol>
 +
 
 +
====Transitions with Waterproofing Systems====
 +
<ol>
 +
<li>{{hilite | Where two roof systems intersect, materials must be compatible with each other, or must be separated from contact by an intermediate separation layer|| 2021-June-30 }}.
 +
<li>{{hilite | When a ''Waterproofing System'' transitions|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | down a slope onto a lower ''Water-shedding System'', the waterproofing membrane must lap over the ''Water-shedding System'' by no less than 50 mm (2")|| 2021-June-30 }}.
 +
<li>{{hilite | up a slope and beneath a ''Water-shedding System'',|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | the field membrane or membrane flashing must extend up the water-shedding slope at least|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | 200 mm (8”), plus 75 mm (3”) for the overlap by the ''Water-shedding System'', when measured vertically from the water plane, or 150 mm (6”) when measured vertically from the maximum water level|| 2021-June-30 }}.
 +
<li>{{hilite | 300 mm (12”) plus 75 mm (3”) for the overlap by the ''Water-shedding System'', when measured vertically from the water plane or maximum water level, in regions with typical heavy snow|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | the termination of the membrane on the slope must be mechanically secured, separately from the ''Water-shedding System''|| 2021-June-30 }}.
 +
<li>{{hilite | fasteners for the ''Water-shedding System'' must be at least 200 mm (8”) above the finished surface of the ''Waterproofing System'' (when measured vertically from the water plane), or 300 mm (12”) for regions with heavy snow|| 2021-June-30 }}.
 +
<li>{{hilite | the metal roof system ''underlayment'' / ''eave protection'' must overlap lower ''Waterproofing System'' membrane flashing by a minimum of 100 mm (4"), and metal panels must overlap the ''Waterproofing System'' by at least 150 mm (6”). A metal counter-flashing with an exposure of at least 100 mm (4”) is required at the bottom termination of the metal panels|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | with a ''wall'', ''wall'' membranes and finishes must positively lap membrane flashing by at least 75 mm (3")|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>When a ''Waterproofing System'' transitions to a ''Water-shedding System'' by way of a built-in gutter, the gutter membrane must be carried up the slope (when measured vertically from the maximum water level)
 +
<ol>
 +
<li>at least 150 mm (6”), or
 +
<li>at least 300 mm (12”) in regions with typical heavy snow.
 +
</li></ol>
 +
</li></ol>
 +
 
 
<hr>
 
<hr>
 
<div id=ASMPENCURBS></div>
 
<div id=ASMPENCURBS></div>
  
=PENETRATIONS and CURBS=
+
=DRAINAGE and PENETRATIONS=
 
==General==
 
==General==
 +
This Part contains standards and references to membrane work that may be atypical of Architectural Sheet Metal System construction.  These are nevertheless included to address situations where multiple types of roof systems intersect or overlap, or where membrane gutters are employed (see also '''12.2 Built-in Membrane Gutters''').  The reader is advised to read this Part with consideration to the entire scope of the ''Project'' design and its construction.  Other Standards for ''Waterproofing Systems'' may also apply.
 +
==={{hilite | Definitions || 2021-June-30 }}===
 +
:;{{hilite | Curb|| 2021-June-26 }}: {{hilite | means an elevated box or platform that is supported by the roof structure, is protected from the weather and is used to support or surround building mechanical units, chimney vents, skylights or structural anchor points. The front of a curb is defined as the side facing down the slope; the back of a curb is defined as the side facing up the slope|| 2021-June-30 }}.
 +
 
===Design===
 
===Design===
#The design and placement of curbs, for skylights or penetrations, shall be the responsibility of the ''Design Authority''.
+
<ol>
#Curbs
+
<li>The design and placement of curbs, for skylights or penetrations, shall be the responsibility of the ''Design Authority''.
##must be constructed to achieve a minimum height of 200 mm (8”) above the finished roof surface (not including panel seam upstands) or highest point of a curb cricket.
+
<li>{{hilite | Curbs and penetration flashings are normally supplied or constructed by other trades but must be sealed by the ''Contractor''|| 2021-June-30 }}.
##less than 900 mm (36”) in width may be designed with a cricket but require, as a minimum, a back-pan flashing.
+
<li>Curbs
##between 900 mm (36”) and 2400 mm (8’) in width require an architectural metal cricket with rigid support to prevent metal distortion.
+
<ol>
##wider than 2400 mm (8’) must
+
<li>must be constructed to achieve a minimum height of 200 mm (8”) above the surface of the ''Finished Roof/Waterproofing Assembly'' (not including panel seam upstands) or highest point of a curb cricket.
###be designed to divert and drain the anticipated volume of water above the curb.
+
<li>less than 900 mm (36”) in width may be designed with a cricket but require, as a minimum, a back-pan flashing.
###incorporate a cricket, fully supported with insulation or framing and designed to direct water and snow to either side of the curb.
+
<li>between 900 mm (36”) and 2400 mm (8’) in width require an architectural metal cricket with rigid support to prevent metal distortion.
###incorporate a waterproofed gutter membrane installed over the cricket (See below. Also see '''12.2 Built-in Gutters''').
+
<li>wider than 2400 mm (8’) must
#A waterproofed gutter membrane around a curb
+
<ol>
##shall have a minimum slope of 2%, along the upslope face of the curb, to direct water around the curb and toward the eaves.
+
<li>be designed to divert and drain the anticipated volume of water above the curb.
##should be continuous along the sides of the curb, as dictated by the curb size and roof slope, or fall.
+
<li>incorporate a cricket, fully supported with insulation or framing and designed to direct water and snow to either side of the curb.
##must direct water onto the lower metal panels.
+
<li>incorporate a waterproofed gutter membrane installed over the cricket (See below. Also see '''12.2 Built-in Gutters''').
#Curbs and penetration flashings are normally supplied or constructed by other trades, but must be sealed by the roofing trade.
+
</li></ol>
#Flexible boot flashings for pipe-type penetrations  
+
</li></ol>
##may be used for penetrations up to 150 mm (6”) in diameter.
+
<li>A waterproofed gutter membrane around a curb
##must be located at or near the centre of metal roof panels, measured between the upstands, to avoid interference with standing seams or panel ribs.
+
<ol>
##must be located on a raised panel above seam height when a penetration interferes with standing seams or panel ribs.
+
<li>shall have a minimum slope of 2%, along the up-slope face of the curb, to direct water around the curb and toward the eaves.
##<span class="principles">should be located near the upper end of a slope for long panels</span>
+
<li>should be continuous along the sides of the curb, as dictated by the curb size and roof slope, or fall
##may not be located on the water plane when the roof slope is less than 1:6 (2” in 12”).<div id=ASMCLADSCREW></div>
+
<li>must direct water onto the lower metal panels.
##must be fastened with high-domed gasketed cladding screws placed no more than 38 mm (1 ½”) O.C.
+
</li></ol>
##must be set in a bed of sealant.
+
<li>Flexible boot flashings for pipe-type penetrations
#Any penetrations larger in diameter than 150 mm (6”), and all exhaust flues (B-vents), must be installed on curbs.  
+
<ol>
#<span class="principles">Multiple penetrations that are clustered together should be kept in the same metal panel and independently flashed or incorporated in a common curb</span>.
+
<li>may be used for penetrations up to 150 mm (6”) in diameter.
 +
<li>must be located at or near the centre of metal roof panels, measured between the upstands, to avoid interference with standing seams or panel ribs.
 +
<li>must be located on a raised panel above seam height when a penetration interferes with standing seams or panel ribs.
 +
<li><span class="principles">should be located near the upper end of a slope for long panels</span>.
 +
<li>may not be located on the water plane when the roof slope is less than 1:6 (2” in 12”).
 +
<li>must be fastened with high-domed gasketed cladding screws placed no more than 38 mm (1 ½”) O.C.
 +
<li>must be set in a bed of sealant.
 +
</li></ol>
 +
<li>Any penetrations larger in diameter than 150 mm (6”), and all exhaust flues (B-vents), must be installed on curbs.
 +
<li><span class="principles">Multiple penetrations that are clustered together should be kept in the same metal panel and independently flashed or incorporated in a common curb</span>.
 +
</li></ol>
  
 
==Materials==
 
==Materials==
===Metal Flashing Stock===
+
===Membrane Flashing===
#Flat stock used for the fabrication of penetration flashings on metal roofing systems must meet or exceed the
+
<ol>
##grade
+
<li>{{hilite | Membranes used to flash (strip in) penetrations shall be the same material used for ''eave and valley protection''. Refer to '''8.2 Materials''' ('''Part 8 EAVE PROTECTION and UNDERLAYMENT''')|| 2021-June-30 }}.
##design thickness (gauge) and
+
</li></ol>
##finish quality
 
::<br/>of the metal roof panels. See '''9.2.1 Panels'''.
 
  
===Fasteners===
+
===Roof Drains and Overflows===
#Fasteners
+
<ol>
##used to secure metal flashings must be compatible with the material it contacts.
+
<li>{{hilite | Drains and overflows used in membrane gutters may be found in any of the '''Waterproofing Roof Systems Standards'''. The reader is advised to consult the relevant standard for design, material and application requirements|| 2021-June-30 }}.
##must be appropriately sized, in both length and thread type, for the material to which they will be secured.
+
</li></ol>
##must be  corrosion-resistant screws with a low-profile head (as specified by the ''Design Authority'').
 
#High-domed gasketed cladding screws must be No. 8 or larger, and should be the same colour as the flashing material.
 
#{{hilite | Sealed blind rivets are acceptable for securing two metal flashings together, but must be used to secure flashings when the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”). || 2020-February-15 }}
 
#Nails are not acceptable as fasteners.
 
  
===Sealants===
+
===Penetration Flashings===
#Sealants shall be  
+
<ol>
##non-hardening high quality butyl or polyurethane.
+
<li>{{hilite | Penetration flashings, regardless of their type, must be either|| 2021-June-30 }}
##available in either gun grade or sealant tape form.
+
<ol>
##suitable for exterior use and able to resist the effects of weathering.
+
<li>{{hilite | proprietary to, or privately labeled for, the metal panel manufacturer, or|| 2021-June-30 }}
##compatible with, and able to adhere to, the materials to which they are applied.
+
<li>{{hilite | specifically accepted by the '''''RoofStar Guarantee Program'''''|| 2021-June-30 }}.
#Sealants shall conform to any one of the following standards:
+
</li></ol>
##CGSB 19-GP-5M, “Sealing Compound, One Component, Acrylic Base, Solvent Curing”.
+
<li>{{hilite | Penetration flashings should be selected for their ability to inhibit the intrusion of vermin and insects into the roof assembly and building interior|| 2021-June-23 }}.
##CAN / CGSB-19.13, “Sealing Compound, One Component, Elastomeric, Chemical Curing”.
+
<li>{{hilite | Mechanical penetration flashings|| 2021-June-30 }}:
##CGSB 19-GP-14M, “Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing”.
+
<ol>
##CAN / CGSB-19.24, “Multi-Component, Chemical Curing Sealing Compound”.
+
<li>{{hilite | Lead plumbing vent flashings must each be|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | fabricated with sheet lead material weighing no less than 14.65 Kg/m2 (3lb/sf)|| 2021-June-30 }}.
 +
<li>{{hilite | properly sized for the pipe|| 2021-June-30 }}.
 +
<li>{{hilite | supplied with a settlement cap made from the same materials (the inside collar of the settlement cap must fit vertically inside the pipe opening by at least 25 mm (1”))|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | All metal penetration flashings (including mechanical exhaust vents but excluding natural airflow vents) must be|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | manufactured with materials and methods that meet or exceed the requirements set out in ''CSA B272, Prefabricated Self-Sealing Roof Vent Flashings''|| 2021-June-30 }}.
 +
<li>{{hilite | permanently marked with the standard number|| 2021-June-30 }}.
 +
<li>{{hilite | tested by an accredited third party to verify compliance with the required Standard|| 2021-June-30 }}.
 +
<li>{{hilite | properly sized for the penetration, both in diameter and height|| 2021-June-30 }}.
 +
<li>{{hilite | watertight and seamless or, in the alternative, fabricated with fully hot-welded joints|| 2021-June-30 }}.
 +
<li>{{hilite | fabricated with a hot-welded or seamless flange at least 100 mm (4") wide, around the bottom of the flashing|| 2021-June-30 }}.
 +
<li>{{hilite | flexible or sloped to suit the roof slope|| 2021-June-30 }}.
 +
<li>{{hilite | fitted with a clamping galvanized storm collar or settlement cap|| 2021-June-30 }}.
 +
<br>
 +
<br>
 +
{{hilite | These flashings include, without limitation, galvanized B-vent and polymeric flashings|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
 +
<li>{{hilite | Natural air flow vents must be|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | Type B or C ventilators manufactured to conform to or exceed the requirements set out in ''CAN3-A93-M82 (R2003) Natural Airflow Ventilator for Buildings''|| 2021-June-30 }}.
 +
<li>{{hilite | permanently marked with the standard number|| 2021-June-30 }}.
 +
<li>{{hilite | tested by an accredited third party to verify compliance with the required Standard|| 2021-June-30 }}.
 +
<li>{{hilite | fabricated from corrosion-resistant metal (painted or unfinished)|| 2021-June-30 }}.
 +
<li>{{hilite | manufactured with a base flange that measures|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | at least 75 mm (3”) wide on the up-slope side of the flashing|| 2021-June-30 }}.
 +
<li>{{hilite | at least 50 mm (2”) along the vertical sides, and along the bottom side of the flashing|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
 +
<li>{{hilite | Sheet lead flashings must be fabricated with sheet lead material weighing no less than 14.65 Kg/m2 (3lb/sf)|| 2021-June-30 }}.
 +
<li>{{hilite | B-vent and plumbing vent flashings must be at least 200 mm (8") in height, measured vertically from the surface of the ''Finished Roof/Waterproofing Assembly'' to the opening or top of the flashing|| 2021-June-30 }}.
 +
<li>{{hilite | Goose-neck flashings must be fabricated to accommodate environmental conditions (wind and snow)|| 2021-June-30 }}.
 +
<li>{{hilite | Storm collars must be fabricated so that they slope downward approximately 45° from the penetration and are at least 50 mm (2”) wide|| 2021-June-30 }}.
 +
<li>{{hilite | Chimney chase caps must be || 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | galvanized metal meeting the material standards for metal flashings in '''Part 13 METAL FLASHINGS'''|| 2021-June-30 }}.
 +
<li>{{hilite | soldered at all joints in the water plane|| 2021-June-30 }}.
 +
<li>{{hilite | fabricated with slope to shed water|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
  
 
==Application==
 
==Application==
 +
==={{hilite | General|| 2021-June-30 }}===
 +
==={{hilite | Roof Drains and Drainage|| 2021-June-30 }}===
 +
===={{hilite | General|| 2021-June-30 }}====
 +
===={{hilite | [NOT USED]|| 2021-June-30 }}====
 +
===={{hilite | [NOT USED]|| 2021-June-30 }}====
 +
===={{hilite | [NOT USED]|| 2021-June-30 }}====
 +
===={{hilite | [NOT USED]|| 2021-June-30 }}====
 +
===={{hilite | External Metal Gutters|| 2021-June-30 }}====
 +
<ol>
 +
<li>{{hilite | External gutters and downspouts are not covered by the '''''RoofStar Guarantee'''''|| 2021-June-30 }}.
 +
<li>{{hilite | Notwithstanding other standards in this Part, when a roof drains onto another roof, the drainage of water must be controlled to eliminate or mitigate damage from water flow || 2021-June-22 }}. <span class="recommended">{{hilite | The use of splash pads, when appropriate for the location, is strongly recommended|| 2021-June-30 }}</span>.
 +
<li>{{hilite | The use of downspouts, installed by the ''Contractor'' or other trades and laid directly against the slope of the roof to connect an upper roof drainage to lower gutters, is acceptable under the '''''RoofStar Guarantee Program''''', provided the material is strongly secured both at the top and the bottom, and the issue of dissimilar metal corrosion can be eliminated|| 2021-June-30 }}.
 +
</li></ol>
 +
 +
==={{hilite | Penetrations and Vents|| 2021-June-30 }}===
 +
<ol>
 +
<li>Membrane protection for any penetration, regardless of its geometry, must
 +
<ol>
 +
<li>extend
 +
<ol>
 +
<li>at least 100 mm (4”) up the face of the penetration (on insulated assemblies).
 +
<li>no higher than the top of a flexible boot penetration.
 +
<li>to the top inside edge of curbs.
 +
<li>onto field membranes by at least 150 mm (6”).
 +
</li></ol>
 +
<li>be a high-temperature rated membrane.
 +
</li></ol>
 +
<li>{{hilite | Each roof penetration must have its own flashing (except where a purpose-made flashing is designed for multiple penetrations), and must|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | be suitable for the slope and penetration|| 2021-June-30 }}.
 +
<li>{{hilite | be properly fitted to form or permit a seal around the penetration|| 2021-June-30 }}.
 +
<li>{{hilite | incorporate properly fitted settlement caps (where applicable)|| 2021-June-30 }}.
 +
<li>{{hilite | not be used with multiple pipe roof penetrations|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | Penetration flashings must be located at least 300 mm (12”) away from any adjacent penetration, upstand, edge or wall. The separation space is measured between openings, excluding the flange|| 2021-June-22 }}. (see [http://rpm.rcabc.org/index.php?title=ASM_11.1.1_Pipe_Flashing '''ASM 11.1.1 Pipe Flashing'''] and [http://rpm.rcabc.org/index.php?title=ASM_11.1.2_Pipe_Flashing,_Split_Panel '''ASM 11.1.2 Pipe Flashing, Split Panel''']).
 +
<li>Any penetrations larger in diameter than 150 mm (6”), and all exhaust flues (B-vents), must be installed on curbs (see [http://rpm.rcabc.org/index.php?title=ASM_11.2.1_Curb,_Split_Panel '''ASM 11.2.1 Curb, Split Panel''']).
 +
<li>{{hilite | Pipe-type penetrations 150 mm (6”) or smaller in diameter do not have to be installed on curbs but may be flashed with flexible boot flashings for pipe-type penetrations 150 mm (6”) provided|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | the penetration is fitted with a properly sized and caulked galvanized storm collar|| 2021-June-30 }}.
 +
<li>{{hilite | the flexible boot flashing is|| 2021-June-30 }}
 +
<ol>
 +
<li>located so as not to interfere with standing seams or panel ribs. If interference is unavoidable, incorporate the raised panel detail.
 +
<li>oriented diagonally to promote drainage around the flashing base.
 +
<li>set in a continuous bead of untooled sealant.
 +
<li>fastened with gasketed screws spaced no more than 38 mm (1 ½ “) O.C.
 +
<li>secured around the penetration with a stainless-steel clamping ring.
 +
<li>sealed around the penetration joint with a bead of sealant.
 +
</li></ol>
 +
<li>{{hilite | the plumbing trade (for new construction only) ensures the|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | flashing is not distorted|| 2021-June-30 }}.
 +
<li>{{hilite | storm collar is securely fitted and sealed|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
 +
<li>{{hilite | When a pipe-type penetration extends above the top edge of the roof flashing, the penetration must be fitted with at least one galvanized clamping storm collar; seal the top edge of the collar with an evenly applied, untooled bead of sealant at least 10 mm (3/8”) wide. When a double storm collar is specified, the collars must be approximately 25 mm (1”) apart, and each must be independently sealed|| 2021-June-30 }}.
 +
<li>{{hilite | Where a purpose-made flashing does not fit the penetration, the joint between the penetration and the flashing must be sealed using one of the following methods|| 2021-June-30 }}:
 +
<ol>
 +
<li>{{hilite | Fit a site-formed non-bituminous flexible roof membrane storm collar and secure it to the flashing and penetration with stainless steel clamps|| 2021-June-30 }}.
 +
<li>{{hilite | Apply a shrink-wrapped termination secured with a stainless-steel mechanical compression strap|| 2021-June-30 }}.
 +
</li></ol>
 +
<br>
 +
{{hilite | Regardless of the method, sealant must be applied between the penetration and the collar or shrink-wrapping|| 2021-June-30 }}.
 +
</li></ol>
 +
 
===Curbs===
 
===Curbs===
#In these Standards, the
+
<ol>
##front of a curb is defined as the side facing down the slope.
+
<li>In these Standards, the
##back of a curb is defined as the side facing up the slope.
+
<ol>
##top of a curb is defined as the top-most face of the curb wall.
+
<li>front of a curb is defined as the side facing down the slope.
#All curb flashings shall be constructed on a split pan and affixed to the pan with blind rivets.
+
<li>back of a curb is defined as the side facing up the slope.
#Split pans must be
+
<li>top of a curb is defined as the top-most face of the curb wall.
##secured to the roof structure, and to adjacent panels, with cleats that are fashioned from compatible metal and fastened to the structure with screws.
+
</li></ol>
##hooked to the cleats, and to adjacent roof panels, shingle fashion with positive laps.
+
<li>All curb flashings shall be constructed on a split pan and affixed to the pan with blind rivets.
##sealed at each lap with two parallel untooled beads of sealant.
+
<li>Split pans must be
#All curbs must be fully flashed with a self-adhered underlayment membrane, which must extend to the top of the curb. <span class="principles">Where possible, the membrane should extend across the top of the curb and terminate on the vertical inside face</span>.
+
<ol>
#Back-pan flashings for curbs up to 900 mm (36”) in width must extend  
+
<li>secured to the roof structure, and to adjacent panels, with cleats that are fashioned from compatible metal and fastened to the structure with screws.
##past the edges of a curb by 100 mm (4”), but Project no closer to the adjacent seam than 51 mm (2”).
+
<li>hooked to the cleats, and to adjacent roof panels, shingle fashion with positive laps.
##up the slope beneath the metal panels, to a point at least 150 mm (6”) (when measured vertically) from the base of the curb.
+
<li>sealed at each lap with two parallel untooled beads of sealant.
#Curbs with a width between 900 mm (36”) and 2400 mm (8’) must be constructed with a cricket that
+
</li></ol>
##is supported by rigid material to prevent metal distortion.
+
<li>All curbs must be fully flashed with a self-adhered underlayment membrane, which must extend to the top of the curb. <span class="principles">Where possible, the membrane should extend across the top of the curb and terminate on the vertical inside face</span>.
##is integrated with the curb flashing panels.
+
<li>{{hilite | Skylights|| 2021-June-30 }}
##extends up-slope from the back of the curb, beneath the metal panels to a point at least 150 mm (6”) (when measured vertically) from the base of the curb.
+
<ol>
##has flanges which lap under the metal curb flashing at least 50 mm (2”).  
+
<li>{{hilite | installed on curbs meeting the minimum height requirements (see '''11.1.2 Design''') must be waterproofed and flashed in keeping with the Standards for curbs|| 2021-June-30 }}.
##is closed at any seams with either of the following:
+
<li>{{hilite | with proprietary curbs must, regardless of their height, be sealed to the roof deck following the Standards for penetration and vent flashings|| 2021-June-30 }}.
###welds.
+
</li></ol>
###blind rivets, incorporating two beads/rows of sealant.
+
<li>Back pan
#Waterproofed gutter membranes for curbs wider than 2400 mm (8’) must slope toward the eaves at least 2%, and shall
+
<ol>
##extend up the slope at the back of the curb, beneath the metal panels, to a point at least 150 mm (6”) (when measured vertically) from the base of the curb.
+
<li>membrane protection must extend
##extend horizontally from the curb at least 250 mm (10”), to the nearest metal panel upstand.
+
<ol>
##lap continuously on either side of the curb, and onto the down-slope metal panels.
+
<li>at least 100 mm (4”) up the face of the penetration (on insulated assemblies).
##extend a minimum of 150 mm (6") over the lower metal roof panels, measured from the back pan.
+
<li>to the top inside edge of curbs.
::<br/>Fasteners for metal panels installed above the back of the curb must be placed 100 mm (4") or more above the curb base, when measured vertically.
+
<li>900 mm (36") up the slope from the curb transition.
 +
<li>onto the field, past the curb at least 150 mm (6”).
 +
</li></ol>
 +
<li>membrane protection must be a high-temperature rated membrane.
 +
</li></ol>
 +
<li>Back-pan flashings for curbs up to 900 mm (36”) in width must extend
 +
<ol>
 +
<li>past the edges of a curb by 100 mm (4”) but project no closer to the adjacent seam than 51 mm (2”).
 +
<li>up the slope beneath the metal panels, to a point at least 150 mm (6”) (when measured vertically) from the base of the curb.
 +
</li></ol>
 +
<li>Curbs with a width between 900 mm (36”) and 2400 mm (96") must be constructed with a cricket that
 +
<ol>
 +
<li>is supported by rigid material to prevent metal distortion.
 +
<li>is integrated with the curb flashing panels.
 +
<li>extends up-slope from the back of the curb, beneath the metal panels to a point at least 150 mm (6”) (when measured vertically) from the base of the curb.
 +
<li>has flanges which lap under the metal curb flashing at least 50 mm (2”).
 +
<li>is closed at any seams with either of the following:
 +
<ol>
 +
<li>welds.
 +
<li>blind rivets, incorporating two beads/rows of sealant.
 +
</li></ol>
 +
</li></ol>
 +
<li>Waterproofed gutter membranes for curbs wider than 2400 mm (96") must slope toward the eaves at least 2%, and shall
 +
<ol>
 +
<li>extend up the slope at the back of the curb, beneath the metal panels, to a point at least 150 mm (6”) (when measured vertically) from the base of the curb.
 +
<li>extend horizontally from the curb at least 250 mm (10”), to the nearest metal panel upstand.
 +
<li>lap continuously on either side of the curb, and onto the down-slope metal panels.
 +
<li>extend a minimum of 150 mm (6") over the lower metal roof panels, measured from the back pan.
 +
</li></ol>
 +
<li>Fasteners for metal panels installed above the back of the curb must be placed 100 mm (4") or more above the curb base, when measured vertically.
 +
</li></ol>
  
===Penetrations===
 
#Any penetration must be installed with have no less than 300 mm (12") clearance from all the outer point of any other roof penetration, edge or wall, to permit proper flashing (see [http://rpm.rcabc.org/index.php/ASM_Details:E1.7.8_(Equipment_Support_Stand_/_Pipe_Flashing) '''ASM Detail E1.7.8'''] and [http://rpm.rcabc.org/index.php/ASM_Details:E1.7.9_(Equipment_Support_Stand,_Pipe_Flashing_Split_Panel_Detail) '''ASM Detail E1.7.9''']).
 
#Flexible boot flashings for pipe-type penetrations 150 mm (6”) in diameter or smaller do not have to be installed on a curb but must be
 
##located so as not to interfere with standing seams or panel ribs. If interference is unavoidable, incorporate the raised panel detail.
 
##oriented diagonally to promote drainage around the flashing base.
 
##set in a continuous bead of untooled sealant.
 
##fastened with gasketed screws spaced no more than 38 mm (1 ½ “) O.C.
 
##secured around the penetration with a stainless steel clamping ring.
 
##sealed around the penetration joint with a bead of sealant.
 
#Any penetrations larger in diameter than 150 mm (6”), and all exhaust flues (B-vents), must be installed on curbs (see [http://rpm.rcabc.org/index.php/ASM_Details:E1.7.10_(Curb_for_Rooftop_Equipment) '''ASM Detail E1.7.10''']).
 
 
<hr>
 
<hr>
 
<div id=ASMOTHER></div>
 
<div id=ASMOTHER></div>
Line 776: Line 1,612:
 
=OTHER DETAILS=
 
=OTHER DETAILS=
 
==Snow Guards==
 
==Snow Guards==
#While snow guards are not part of the roof assembly, they must  
+
#While snow guards are not part of the roof ''system'', they must  
##not penetrate the metal roof assembly
+
##not penetrate the metal roof assembly.
##be designed in consultation with the structural engineer for the metal roofing system
+
##be designed in consultation with the structural engineer for the metal roofing ''system''.
#<span class="principles">The decision to use, and / or the selection of snow guards, is the responsibility of the ''Design Authority''. Neither the '''''RoofStar Guarantee Program''''' nor the Contractor will accept any responsibility for damage to, or failure of, the roof system caused by the use or absence of snow guards.</span>
+
#<span class="principles">The decision to use, and / or the selection of snow guards, is the responsibility of the ''Design Authority''. Neither the</span> '''''RoofStar Guarantee Program''''' <span class="principles">nor the ''Contractor'' will accept any responsibility for damage to, or failure of, the roof ''system'' caused by the use or absence of snow guards.</span>
 
<div id=ASMGUT></div>
 
<div id=ASMGUT></div>
 +
 
==Built-in Gutters==
 
==Built-in Gutters==
Built-in gutters (see also [http://rpm.rcabc.org/index.php/ASM_Details:E1.7.17_(Built-in_Gutter)  '''ASM Detail E1.7.17''']) adjoining metal roofing systems must be installed by a Contractor in order to qualify for a RoofStar five (5) or ten (10) year Guarantee:
+
===Design===
#Gutters shall be designed a minimum of 300 mm (12”) wide, and the depth shall not exceed the gutter’s width.
+
<ol>
#Only fully-adhered membranes may be used in built-in gutters, and only EPDM, PVC, TPO or 2-ply modified bituminous membranes are acceptable for this application. For single-ply membranes, the minimum thickness shall be 60 mils (1.524 mm).  
+
<li>{{hilite | When a built-in membrane gutter adjoins a RoofStar-guaranteed ''Water-shedding System'', the gutter waterproofing must be constructed by the ''Contractor'' to be included by the '''''RoofStar Guarantee'''''. Built-in membrane gutters that drain a roof not covered by a '''''RoofStar Guarantee''''' are not eligible for a '''''RoofStar Guarantee'''''|| 2020-July-3 }}.
#Fully-adhered membranes must be carried up the slope, measured vertically from the maximum water level  
+
<li>{{hilite | Insulated ''Water-shedding Systems'' that drain into a built-in gutter must abut solid blocking at the gutter edge that provides|| 2020-July-3 }}
##at least 150 mm (6”)
+
<ol>
##more than 150 mm (6”) in regions with typical heavy snow
+
<li>{{hilite | a stop for the insulation assembly|| 2020-July-3 }}.
#Extend the gutter membrane as eave protection by overlapping the eave membrane at least 200 mm (8”) over the gutter membrane, in shingle fashion.
+
<li>{{hilite | a solid substrate for the securement of flashings and membranes|| 2020-July-3 }}.
#Gutter membranes must be mechanically secured at their terminations, both on the outside of the gutter edge and on the slope beneath the metal panel system. Fasteners used to secure the gutter membrane
+
</li></ol>
##must be placed at least 150 mm (6”) up the slope, measured vertically from the maximum water level
+
<li>{{hilite | The ''Design Authority'' is responsible to design the gutter for its anticipated capacity, with consideration given to|| 2020-July-3 }}
##shall be spaced no more than 300 mm (12”) O.C., but may be omitted where metal panel clips are fastened through the membrane with the same spacing
+
<ol>
#A gutter liner fabricated from copper sheet material, incorporating soldered seams and installed over an underlayment, is acceptable for use on copper standing seam metal roof systems.
+
<li>{{hilite | rainfall and snow load calculations for the building location|| 2020-July-3 }}.
#A gutter liner fabricated from stainless steel incorporating welded seams and installed over an underlayment, is acceptable for use on zinc and copper standing seam metal roof systems.
+
<li>{{hilite | drain type, size and flow rate|| 2020-July-3 }}.
#A scupper overflow drain is mandatory and shall be placed at the maximum water level.
+
<li>{{hilite | size and placement of the overflow drain|| 2020-July-3 }}.
#The gutter membrane must lap underneath the sloped roof assembly underlayment by at least 200 mm (8”). When the assembly is insulated, this transition may require the use of tapered insulation incorporating a drainage plane between layers of tapered insulation. See [http://rpm.rcabc.org/index.php/ASM_Details:E1.7.16_(Built-in_Gutter_Membrane_/_Underlayment_/_Vapour_Barrier_Transition) '''ASM Detail E1.7.16'''] for an illustrated example.
+
</li></ol>
 +
<br>
 +
{{hilite | For rainfall and snow load capacities, refer to the ''British Columbia Building Code, Div. B, Appendix C, Table C-2'' which lists various types of loads, including rain and snow loads, for specific reference locations throughout the province|| 2020-July-3 }}.
 +
<li>{{hilite | Only fully adhered membranes or acceptable metal gutter liners may be used in built-in gutters|| 2020-July-3 }}.
 +
<li>{{hilite | The gutter membrane must be designed to extend up the slope (when measured vertically from the maximum water level)|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | at least 150 mm (6”).|| 2021-June-30 }}
 +
<li>{{hilite | at least 300 mm (12”) in regions with typical heavy snow|| 2020-July-3 }}.
 +
</li></ol>
 +
<br>
 +
{{hilite | or to a point (when measured vertically) at least 600 mm (24”) from the inside face of the exterior wall of the building|| 2021-June-30 }}.
 +
<li>{{hilite | New gutters shall be designed with a minimum width of 300 mm (12”) and a depth not exceeding the gutter’s width. At least 100 mm (4") clearance on the horizontal plane is required between any gutter wall and the|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | the edge of the drain bowl for spun drains|| 2020-July-3 }}.
 +
<li>{{hilite | the edge of the drain leader for flat spun or welded drains|| 2020-July-3 }}.
 +
</li></ol>
 +
<br>
 +
{{hilite | Cast drains must be installed according to the requirements set out in '''11.3.2 Roof Drains'''|| 2021-June-30 }}.
 +
<li>{{hilite | To qualify for a '''''RoofStar Guarantee''''', existing gutters should be redesigned if their capacity is undersized, but must nevertheless incorporate an overflow drain in keeping with the Standards in this Part.  Where the primary drain in an existing gutter is undersized for the capacity of the gutter, the primary drain must be replace with a properly sized drain|| 2020-July-3 }}.
 +
<li>{{hilite | An overflow drain must be located at least|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | 100 mm (4”) above the primary gutter drain|| 2020-July-3 }}.
 +
<li>{{hilite | 25 mm (1”) below any mechanical fasteners used to secure the adjoining roof assembly|| 2020-July-3 }}.
 +
</li></ol>
 +
<li>{{hilite | For transitions between the built-in gutter and steep roof assemblies, refer to '''10.3.5.4 Transitions with Waterproofing Systems'''|| 2021-June-30 }}.
 +
</li></ol>
 +
 
 +
===Materials===
 +
NOTE: {{hilite | These material standards are applicable to membrane gutters for all membrane-based waterproofing systems; hence, references to various membrane types|| 2020-July-3 }}.
 +
<ol>
 +
<li>{{hilite | Only EPDM, PVC, TPO, 2-ply modified bituminous membranes or reinforced PMMA are acceptable for this application|| 2020-July-3 }}:
 +
<ol>
 +
<li>{{hilite | Single-ply non-bituminous membrane thickness must be no less than 60 mils (1.524 mm)|| 2020-July-3 }}.
 +
<li>{{hilite | 2-ply bituminous membranes must meet the minimum thickness requirements in '''9.2.1 Composition, Thickness and Selection'''|| 2020-July-3 }} ([http://rpm.rcabc.org/index.php?title=RoofStar_Guarantee_Standards_for_SBS_Modified_Bitumen_Membrane_Systems {{hilite | '''RoofStar Guarantee Standards for SBS Modified Bitumen Membrane System'''|| 2020-July-3 }}]).
 +
<li>{{hilite | Reinforced PMMA liquid membrane systems approved for field use, applied on an accepted SBS-modified base membrane|| 2020-July-3 }}.
 +
</li></ol>
 +
<li>{{hilite | A metal gutter liner may be fabricated from|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | copper sheet material, incorporating soldered seams|| 2020-July-3 }}.
 +
<li>{{hilite | stainless steel, incorporating welded seams|| 2020-July-3 }}.
 +
</li></ol>
 +
</li></ol>
 +
<br>
 +
{{hilite | See '''12.2.3 Application''' below|| 2020-July-3 }}.
 +
 
 +
===Application===
 +
<ol>
 +
<li>{{hilite | All gutter membranes must be installed according to the membrane manufacturer’s published instructions|| 2020-July-3 }}.
 +
<li>{{hilite | Gutter membranes must be|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | installed perpendicular to the gutter length|| 2020-July-3 }}.
 +
<li>{{hilite | carried up an adjoining ''Water-shedding System'' (measured vertically from the maximum water level)|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | at least 150 mm (6”), or|| 2020-July-3 }}
 +
<li>{{hilite | at least 300 mm (12”) in regions with typical heavy snow|| 2020-July-3 }}.
 +
</li></ol>
 +
<li>{{hilite | lapped under and sealed to the adjoining membranes at least 150 mm (6”)|| 2020-July-3 }}.
 +
<li>{{hilite | installed in keeping with Application requirements in this '''Manual'''|| 2020-July-3 }}.
 +
</li></ol>
 +
<li>{{hilite | Gutter membranes must be mechanically secured at their terminations, both on the outside of the gutter edge and on the field. Fasteners securing the membrane on the field must be placed at least 150 mm (6”) above the maximum water level. Securement fastener spacing shall be no more than 300 mm (12”) O.C.|| 2020-July-3 }}
 +
<li>{{hilite | Gutter drains and overflows must be installed in keeping with the design requirements outlined in '''12.2.1 Design'''. Drain flanges that are bent to accommodate the side walls of the gutter must be mechanically fastened to the gutter wall before membrane application. Refer to the '''''RoofStar Guarantee Standards''''' for roof drains in any of the waterproofing roof assembly '''''Guarantee Standards'''''|| 2020-July-3 }}.
 +
<li>{{hilite | A metal gutter liner|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | fabricated from copper sheet material must incorporate soldered seams|| 2020-July-3 }}.
 +
<li>{{hilite | fabricated from stainless steel must incorporate welded seams|| 2020-July-3 }}.
 +
<li>{{hilite | must be installed|| 2020-July-3 }}
 +
<ol>
 +
<li>{{hilite | over an adhered single-ply membrane no less than 2.3 mm (bituminous membranes) or 60 mils (non-bituminous membranes)|| 2020-July-3 }}.
 +
<li>{{hilite | with a ''separation layer'' between the membrane and the metal liner to prevent damage to the membrane caused by the liner at its joints|| 2020-July-3 }}.
 +
</li></ol>
 +
</li></ol>
 +
<li>{{hilite | When an adjoining ''Water-shedding System'' is insulated (typically ASM only), the transition from gutter to the water-shedding assembly may require the use of tapered insulation incorporating a drainage plane between layers of tapered insulation. See || 2020-July-3 }} [http://rpm.rcabc.org/index.php?title=ASM_12.1.2_Built-in_Gutter_Assembly  '''ASM 12.1.2 Built-in Gutter Assembly''' {{hilite | {{strike| '''ASM Detail E1.7.16''' || 2019-September-24 }}|| 2020-July-3 }}] {{hilite | for an illustrated example|| 2020-July-3 }}.
 +
</li></ol>
 +
 
 +
<hr>
 +
<div id=ASM13></div>
 +
 
 +
={{hilite | METAL FLASHINGS|| 2021-June-30 }}=
 +
=={{hilite | General|| 2021-June-30 }}==
 +
{{hilite | This section pertains to ''linear metal flashings'' (different from penetration or ventilation flashings), fabricated from sheet metal in various lengths (segmented) and designed to divert water away from vulnerable surfaces (such as walls), or off the roof into a drainage system. Metal flashings also provide an aesthetic finish to the roof assembly.  Refer also to '''Part 10 PERIMETERS and WALLS''' and '''Part 11 PENETRATIONS, CURBS and DRAINAGE''').
 +
 
 +
''Linear metal flashings'' include, without limitation,|| 2021-June-30 }}
 +
*{{hilite | Eave and rake edge flashing|| 2021-June-30 }}
 +
*{{hilite | Counterflashing|| 2021-June-30 }}
 +
*{{hilite | Head wall flashing|| 2021-June-30 }}
 +
*{{hilite | Fascia flashing|| 2021-June-30 }}
 +
*{{hilite | Valley flashing|| 2021-June-30 }}
 +
==={{hilite | Definitions|| 2021-June-30 }}===
 +
{{hilite | Refer to the|| 2021-June-30 }} [http://rpm.rcabc.org/index.php?title=Glossary '''Glossary'''] {{hilite | for further definitions of key terms used in this ''Manual''|| 2021-June-30 }}.
 +
 
 +
==={{hilite | Design|| 2021-June-30 }}===
 +
<ol>
 +
<li>{{hilite | The ''Design Authority'' must specify|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | metal type, painted finish and gauge (no less than 24-gauge)|| 2021-June-30 }}
 +
<li>{{hilite | seam types (if required)|| 2021-June-30 }}.
 +
<li>{{hilite | length of flashings (if different from the '''''RoofStar Guarantee Standards''''' published in this ''Manual'')|| 2021-June-30 }}.
 +
<li>{{hilite | method of attachment (concealed or exposed fasteners)|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | Design drawings must detail metal flashing profiles desired for the ''Project''|| 2021-June-30 }}.
 +
<li>{{hilite | Roof materials that are UV-sensitive must be protected with metal flashings|| 2021-June-30 }}.
 +
<li>{{hilite | Where a ''Water-shedding System'' adjoins a ''Waterproofing System'', ''linear metal flashings'' used at the adjoining details must conform to the standards in '''Part 13 METAL FLASHINGS''' for the applicable waterproofing system|| 2021-June-30 }}.
 +
<li>{{hilite | Where a parapet meets a ''Water-shedding System'', the parapet shall be waterproofed in accordance with the '''''RoofStar Guarantee Standards''''' for the applicable waterproofing system used on the parapet.  See also '''10.3.6 Junctions with Waterproofing Roof Assemblies'''|| 2021-June-30 }}.
 +
<li>{{hilite | For ''linear metal flashings'' applied to ''Waterproofing Systems'', see '''Part 13 METAL FLASHINGS''' in the relevant ''Waterproofing Systems'' standards for roofs|| 2021-June-30 }}.
 +
</li></ol>
 +
 
 +
=={{hilite | Materials|| 2021-June-30 }}==
 +
==={{hilite | Sheet Metal Grade and Gauge|| 2021-June-30 }}===
 +
<ol>
 +
<li>{{hilite | ''Contractors'' must provide a mill certification for all metal roofing ''Projects'' installed under the '''''RoofStar Guarantee Program'''''. Mill certifications must confirm that the sheet metal used for forming metal panels and ''linear metal flashings'' conform to or exceed one of the following standards|| 2021-June-30 }}:
 +
<ol>
 +
<li>{{hilite | '''Sheet Steel Materials'''|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | Aluminum-zinc alloy coated steel sheet, 0.6858 mm (0.027", 24-gauge) thick, conforming to ''ASTM A792 / A792M-06'' SS Grade 33, AZM150 (AZ50) coating. Thickness tolerance as per ''ASTM A924 / A924M-06'' ±0.08 mm (0.003") for sheet widths not exceeding 1500 mm (60")|| 2021-June-30 }}.
 +
<br>
 +
{{hilite | Only PVDF coatings (polyvinylidene fluoride, also referred to as PVF2) may be used on Al-Zn steel stock acceptable for use in a '''''RoofStar Guarantee'''''|| 2021-June-30 }}.
 +
<li>{{hilite | Galvanized steel sheet, 0.6858 mm (0.027", 24-gauge) thick, conforming to ''ASTM A653 / A653M-06'' SS Grade 33, ''Z275'' (G90) coating. Thickness tolerance as per ''ASTM A924 / A924M-06'' ±0.08 mm (0.003") for sheet widths not exceeding 1500 mm (60")|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | '''Non-Ferrous Materials'''|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | Copper sheet, 0.56 mm (.0216" 16 oz.) thick, cold rolled roofing copper to ''ASTM B370-91''.  Maximum thickness tolerance ± 0.04 mm (0.0015)|| 2021-June-30}}.
 +
<li>{{hilite | Zinc sheet, 0.81 mm (0.031") ± 0.03 mm thick, conforming to ''European Standard EN 988-1996''. Zinc grade Z1 conforming to EN 1179 that is 99.995% minimum zinc content, with addition of copper-titanium alloys. Maximum thickness tolerance variation ± 0.03 mm (0.0012")|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
 +
<li>{{hilite | Where a ''Waterproofing System'' adjoins and Architectural Sheet Metal System, ''linear metal flashings'' must be fabricated from 24-gauge steel stock|| 2021-June-30 }}.
 +
</li></ol>
 +
 
 +
==={{hilite | Pre-painted Finishes|| 2021-June-30 }}===
 +
<ol>
 +
<li>{{hilite | When a painted finish on ''linear metal flashings''is specified, only PVDF pre-painted finishes are acceptable. Where a ''Waterproofing System'' adjoins an Architectural Sheet Metal System, painted adjoining flashings must be finished with PVDF|| 2021-June-30 }}.
 +
</li></ol>
 +
 
 +
===Fasteners===
 +
<ol>
 +
<li>{{hilite | Fasteners used to secure metal flashings and clips must be compatible with the material they contact|| 2021-June-30 }}.
 +
<li>{{hilite | Fasteners must be|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | specified by the ''Design Authority'' and appropriately sized, in both length and thread type, for the material to which they will be secured|| 2021-June-30 }}.
 +
<li>{{hilite | corrosion-resistant screws with a low-profile head|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | Cladding fasteners (screws) with gasketed washers, used as exposed fasteners for metal flashing, must be No. 8 or larger, and must be made of metal compatible with, and corresponding in colour to, the flashing material|| 2021-June-30 }}.
 +
<li>{{hilite | Sealed blind rivets are acceptable for securing two metal flashings together but must be used to secure flashings when the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”)|| 2021-June-30 }}.
 +
<li>{{hilite | Nails are not acceptable as fasteners|| 2021-June-30 }}.
 +
</li></ol>
 +
 
 +
==={{hilite | Sealants|| 2021-June-30 }}===
 +
<ol>
 +
<li>{{hilite | Sealants shall be|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | non-hardening high-quality butyl or polyurethane|| 2021-June-30 }}.
 +
<li>{{hilite | available in either gun grade or sealant tape form|| 2021-June-30 }}.
 +
<li>{{hilite | suitable for exterior use and able to resist the effects of weathering|| 2021-June-30 }}.
 +
<li>{{hilite | compatible with, and able to adhere to, the materials to which they are applied|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | Sealants shall conform to any one of the following|| 2021-June-30 }}:
 +
<ol>
 +
<li>{{hilite | ''CGSB 19-GP-5M, Sealing Compound, One Component, Acrylic Base, Solvent Curing''|| 2021-June-30 }}.
 +
<li>{{hilite | ''CAN / CGSB-19.13, Sealing Compound, One Component, Elastomeric, Chemical Curing''|| 2021-June-30 }}.
 +
<li>{{hilite | ''CGSB 19-GP-14M, Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing''|| 2021-June-30 }}.
 +
<li>{{hilite | ''CAN / CGSB-19.24, Multi-Component, Chemical Curing Sealing Compound''|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
 +
 
 +
=={{hilite | Application|| 2021-June-30 }}==
 +
==={{hilite | Fabrication|| 2021-June-30 }}===
 +
<ol>
 +
<li>{{hilite | Drip edges are not required, but strongly recommended for flashings around the outside perimeter of a building, in order to protect wall finishes, and when drip edges are used they must extend at least 12 mm (1/2”) from the vertical face|| 2021-June-30 }}.
 +
<li>{{hilite | All flashings, regardless of their profile or application, must be hemmed|| 2021-June-30 }}.
 +
<li>{{hilite | The vertical leg of any metal flashing that overlaps roofing material must be at least 75 mm (3") in height, exclusive of the drip or hemmed edge, when measured between each break|| 2021-June-30 }}.
 +
</li></ol>
 +
 
 +
==={{hilite | Securement and Seams|| 2021-June-30 }}===
 +
<ol>
 +
<li>{{hilite | Unless otherwise stated in this Standard, all ''linear metal flashings'' must be secured with hidden clips|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | fabricated from flat metal stock 24-gauge or heavier|| 2021-June-30 }}.
 +
<li>{{hilite | fastened no more than 75 mm (3") from the return (connecting hook)|| 2021-June-30 }}.
 +
<li>{{hilite | that engage the flashing by no less than 12 mm (½")|| 2021-June-30 }}.
 +
</li></ol>
 +
<li>{{hilite | Except for metal valley flashings (see '''10.3.5.2.2 Valley Flashings'''), ''linear metal flashings'' may be overlapped rather than seamed.  Each overlap must be no less than|| 2021-June-30 }}
 +
<ol>
 +
<li>{{hilite | 100 mm (4”) when fully caulked in the lap|| 2021-June-30 }}.
 +
<li>{{hilite | 150 mm (6”) when installed without caulking in the lap|| 2021-June-30 }}.
 +
<li>{{hilite | Sealants used in exposed locations must be tooled to positively shed water|| 2021-June-30 }}.
 +
</li></ol>
 +
</li></ol>
 +
 
 +
<hr>
 +
 
 +
<div id=ASM14></div>
  
=[NOT USED]=
 
 
=[NOT USED]=
 
=[NOT USED]=
  
 
<hr>
 
<hr>
 
  
  
Line 810: Line 1,834:
 
</div><!-- row -->
 
</div><!-- row -->
 
<div style="text-align:center">
 
<div style="text-align:center">
© RCABC 2019
+
© RCABC 2020
 
<br>
 
<br>
 
No reproduction of these Standards, in whole or in part, is lawful without the expressed permission of the RGC Guarantee Program.
 
No reproduction of these Standards, in whole or in part, is lawful without the expressed permission of the RGC Guarantee Program.
 
</div>
 
</div>

Latest revision as of 17:51, 15 July 2020

Contents


How to use these Guarantee Standards

This Standard is comprised of fourteen (14) Parts that contain the Standards, Guiding Principles, Recommendations and Reference materials necessary for the design and installation of a Project to qualify for a 5 or 10-year RoofStar Guarantee. Guarantee Standards specifically required to qualify for a 15-year RoofStar Guarantee* are listed in each relevant Part. All 15-year RoofStar Guarantee Standards must be read together with the general requirements for each Part in this Division.

Readers are advised to review relevant materials that can be accessed through the hyperlinks embedded in the body of text . Part titles shown in blue indicate hyperlinks to more relevant material that the reader is advised to consult.

Content in each Part is colour-coded according to four classes:

Guarantee Standards
Guiding Principles
Reference materials

For definitions of these terms of reference, click here.

* the 15-year RoofStar Guarantee is currently under development

© RCABC 2020
No reproduction of these Standards, in whole or in part, is lawful without the expressed permission of the RGC Guarantee Program.

Editor's note
The content of this Standard was significantly revised and supplemented in November 2018. In June 2020 new material was added and some existing content was relocated to different Parts. This last addition and revision represents the final major update of the Architectural Sheet Metal (ASM) System Standard.


Highlighted text within the body of the online Standard and its Parts indicates revisions made within the last twelve (12) months.

Click the icon below for a PDF copy of the current Standards published on this page. Please note that the PDF highlights only the changes made since the last published revision of these Standards.

The reader is responsible to ensure that downloaded copies remain current with the online version of this Standard. Only the online version of this or any other RoofStar Guarantee Standard shall be considered valid for the purpose of designing and constructing a RoofStar-qualified Project.

RoofStar Guarantee Standards for ASM Systems

1 GENERAL

1.1 References

In this Manual, all references

  1. to the British Columbia Building Code or other standards presume the current edition that is in force.
  2. to materials are assumed to be Accepted by the RGC, unless stated otherwise.

1.2 Definitions

In this Manual,

Assembly
means a System in combination with its supporting deck structure (adapted from ASTM D6630-08 Standard Guide for Low slope Insulated Roof membrane Assembly Performance).
Contractor (“contractor”)
means the installer of a Project. For the purpose of issuing a RoofStar Guarantee, Contractor shall be read to mean a Member of the RCABC.
Design Authority
means the individual or firm responsible for the issuance of Project specifications and details to which the Project will be bid and constructed. When a Contractor designs a Project, the Contractor is deemed to be the Design Authority.
Eave Protection
means a self-adhering water-proofing underlayment of a Water-shedding System that is applied along the eaves to prevent water ingress. Eave protection materials may also be applied in valleys or along vulnerable plane transitions.
Finished Waterproofing/Water-shedding System
means the top surface of a Waterproofing System or Water-shedding System that may include ballast or Overburden.
Guarantor
means the RGC RoofStar Guarantee Program that issues the RoofStar Guarantee ("Guarantee"); the two terms may be used interchangeably.
Linear Metal Flashings
are flashings cut and shaped from flat metal stock, to redirect water at roof perimeters and edges, and are used in valleys and drainage spillways.
Manual
means the Roofing Practices Manual.
Project
means the designed or constructed Waterproofing System or Water-shedding System.
System
means the organization and securement of various interacting materials (apart from the supporting deck structure), designed and installed to prevent the transmission of water through the system into the conditioned space of a building (adapted from ASTM D6630-08 Standard Guide for Low slope Insulated Roof membrane Assembly Performance).
Underlayment
means a sheet material, either self-adhered or mechanically fastened, which serves as secondary protection beneath the water shedding roof covering of a Water-shedding System.
Waterproofing System
means a membrane or liquid-applied system that, regardless of slope, waterproofs a roof or structure at grade. These systems are typically installed on slopes less than 1:4 (3” in 12”).
Water-shedding System
means a roof system that, with sufficient slope, sheds water away from a structure but does not necessarily waterproof it.

Refer to the Glossary for further definitions of key terms used in this Manual.

1.3 Design Considerations

  1. Architectural Metal Roofing Systems that are accepted for use in the RoofStar Guarantee Program are roll formed, are generally non-structural (not designed to carry normal live loads), hydrokinetic (water-shedding) systems that commonly installed over solid roof decks or rigid insulation panels, but may also be intermittently supported when engineered to resist anticipated live loads (9.1.1(6)). Although some metal panels may also be designed for use as structural (spanning member) systems, only their use as an architectural metal panel system is accepted in the RoofStar Guarantee Program.
  2. Metal roofing panels are roll formed in full rafter length pans that are fastened to decks with metal clips and screws, or that are manufactured with perforations or slots to facilitate concealed fastening. Galvanized steel and wood are the most common deck materials used with architectural metal roofing. (Refer to Part 3 SECURING the ROOF ASSEMBLY).
  3. Compliance with RoofStar Guarantee Standards is mandatory for issuance of the RoofStar Guarantee certificate. The reader is urged to review all the Parts of this Manual for RoofStar Guarantee Standards applicable to all aspects of the design.
  4. The RoofStar Guarantee Program covers only 1) Architectural Metal Roofing Systems applied over solid decking. Structural metal roof systems requiring metal panels to span framing members unsupported by solid decking are not covered under the RoofStar Guarantee Program.
  5. Repairs or renovations to an existing roof system that is not covered by a RoofStar Guarantee do not qualify for a RoofStar Guarantee. Renovations are defined as the partial removal and replacement of a metal roof system. To qualify for a RoofStar Guarantee, the roof system must incorporate new materials, unless provided otherwise by a written Variance issued by the RoofStar Guarantee Department prior to tendering. Modifications or additions to a guaranteed roof are permissible, subject to various conditions, but must be made by a Contractor qualified to perform work under the RoofStar Guarantee Program.

1.3.1 [NOT USED]

1.3.2 [NOT USED]

1.3.3 High Snow Loads

  1. In this Manual, a high snow load area is considered a regional area with a Specified Snow Load higher than 3.5 kPa.
  2. To determine whether or not a building is located in a high snow load area, the Design Authority must calculate the anticipated snow loads for the roof, using the building code having jurisdiction. The following references are extracted from the British Columbia Building Code:
    1. Div. B, 4.1.6.2 Specified Snow Load (see the formula for calculating snow loads).
    2. Div. B, Appendix C, Table C-2 which lists various types of loads, including snow loads, for specific reference locations throughout the province.
  3. Consideration should be given to
    1. slope.
    2. entrances and exits.
    3. penetrations.
    4. valley construction.
  4. Roofs subject to high snow loads require
    1. full support for metal panels.
    2. a minimum slope of 1:1.5 (8"/12").
    3. a self-adhered modified bituminous membranes as eave protection and underlay .
    4. placement of penetrations near the ridge line.

1.3.4 [NOT USED]

1.3.5 Hot Works: Design

When any portion of a Waterproofing System is installed with heat, the work is classified as Hot Work. Some tools used in the course of Hot Work can ignite combustible materials, and some building environments are more sensitive to fire than others, such as a building containing or in close proximity to flammable liquids. Hot work may occur during

  • tear off (sparks).
  • deck preparation (drying wet surfaces).
  • cold temperatures (warming materials or surfaces).
  • equipment use (sparks within electrical tools, or from cutting, drilling or grinding metal, concrete, stone or other hard surface products).
  • membrane installation (with the means of a kettle, hot-air welder or open flame torch).
  1. The Design Authority may specify that the contractor must maintain compliance with the RCABC Hot Work Program and consequently manage the Hot Work conducted on site .
  2. When the Project involves Hot Work, the Design Authority must either
    1. pre-approve alternate applications already written within this Manual, when the specified application is deemed to be fire sensitive by the contractor as part of the risk assessment process .
    2. provide alternate material and application requirements in the Specification for fire sensitive locations on the Project .


See also 1.4.3 Hot Works.

1.3.6 Variances

When a design is unable to conform to the Standard, the Design Authority may apply to the RGC for a written Variance. Application must be made in writing (email correspondence is common), and the request must

  1. identify the Project name, its civic address and the applicable RoofStar Guarantee number (if already initiated).
  2. articulate the nature of the design problem.
  3. cite the RoofStar Guarantee standard reference to which the Variance will apply.
  4. provide design drawings (and photographs, if available) as supporting information.

We may ask for more information in order to fully consider a request for a Variance and will issue a completed Variance only to the Design Authority for distribution to the Contractor.

A Variance may be unrestricted in its scope, or it may include one or more conditions that will affect the design and construction of the Water-shedding System or Waterproofing System, in order to accommodate the varied Standard. Occasionally, a Variance may also restrict coverage offered by the RoofStar Guarantee.

Variances are issued only for the specific issue on the Project identified in the written request, and do not constitute general permission to depart from the published Standards in this Manual, for any aspect of the same Project or for future Projects, designed or constructed by any other firm.

1.4 Scope

  1. The Guarantee Standards, Guiding Principles, Recommendations and Reference Materials in this Manual pertain to both new roofing construction and replacement roofing, unless explicitly stated otherwise.

1.4.1 New Construction

  1. New roof construction must utilize only newly manufactured materials, and may not incorporate recycled products, unless with the expressed, written consent of the RoofStar Guarantee Program.

1.4.2 Replacement Roofing and Additions

  1. Replacement roofing shall be undertaken in the same manner, and to the same standards, as new roofing and must be installed over a bare, clean and suitable deck, free of any other materials (with the exception of existing eave protection membrane; refer to Part 8 EAVE PROTECTION, UNDERLAYMENT and VENTILATION), knots, distortions or ridges.
  2. Where a new roof is tied-in to an existing roof, the two areas must be isolated and separated by a properly constructed curb joint that is
    1. at least 125 mm (5”) in height.
    2. securely attached to the structure.
    3. sealed and flashed in keeping with the requirements for curbs (see 11.3.1 Curbs).


    If job conditions or aesthetic considerations do not allow for a curb joint, written permission must be obtained from the RoofStar Guarantee Program department to eliminate curb joints; a positive water cut-off must be installed to the deck to isolate the existing roof from the new roof.

  3. New metal roofing and existing rainwater gutters must be protected from incidental damage including, without limitation, damage caused by ladders.
  4. When replacement roofing is complete, debris must be removed from rainwater gutters.

1.4.3 Hot Works: Contractor Requirements

  1. The Contractor must maintain the requirements of the RCABC Hot Work Program. This includes the following, without limitation:
    1. Insurance Coverage – limits carried on the Contractor’s policy must equal or exceed the minimum requirements set by RCABC, and coverage must be unhindered by warranties that limit or exclude coverage when Hot Work is required.
    2. Education and training – workers who perform hot work must be trained by the Contractor and kept current with acceptable methods.
    3. British Columbia Fire Code – a Fire Safety Plan, preventative methods or alternative work procedures, fire watches, and the use and placement of equipment at the Project site must comply with the BC Fire Code requirements for Hot Work.
    4. Fire Safety Plan – the Contractor must assess the hazards to property and persons and produce a written Fire Safety Plan prior to the start of work. The Fire Safety Plan must be kept on the Project site and must be kept current until the Project is completed.
    5. RoofStar Guarantee Standards – the Contractor must adhere to the RoofStar Guarantee Standards at each juncture where the interface of different membranes applications constitutes part of the Fire Safety Plan.
    6. Fire Watch – the Contractor must, as part of the Fire Safety Plan, conduct a fire watch
      1. that complies with the British Columbia Fire Code.
      2. assigned to competent, trained personnel using suitable equipment, including the use of a hand-held infrared thermometer.
      3. documented in a written fire watch log.
    7. Hot Work Notification – notify the Project authority or the AHJ, as and when required, that Hot Works will be performed.

1.5 Workmanship

While integrity and functionality of a new roof or waterproofed deck is the foundation of a RoofStar Guarantee, it is no less important to ensure that the finished Project exhibits excellent workmanship. Therefore, the following Standards apply:

  1. The Contractor must take reasonable measures to protect the Project from damage by the weather, during and at the completion of construction. Open penetrations and flashings must be temporarily sealed off from the weather, even when other trades are responsible to make a permanent seal or install overlapping materials. See also 4.1 General .

1.5.1 Contractor Qualifications

  1. Supervision, manufacturing and installation of a RoofStar-guaranteed Architectural Sheet Metal Roof System may be conducted only by established employees of Contractors who possess at least one of the following valid qualifications:
    1. Architectural Sheet Metal Journeyperson Certificate of Qualification.
    2. Sheet Metal trade ticket, together with at least five (5) years of documented experience installing and supervising the installation of ASM roofing.

1.6 RoofStar Guarantee: Coverage and Limitations

A RoofStar Guarantee is available for almost any roof design, provided it is designed and built to the Standards in this Manual. That said, there are limitations and conditions. They are listed on the Guarantee certificate, and include (without limitation) the following (as they are applicable to the type of Project):

  1. The RoofStar Guarantee covers leaks resulting from new materials purchased, supplied and installed by the Contractor. All new materials incorporated into a Project intended to qualify for a RoofStar Guarantee must be expressly Accepted by the RGC and listed in the Roofing Practices Manual. Accepted Materials include (without limitation)
    1. Primary and Secondary Materials .
    2. penetration flashings and drains .
    3. roof-related linear metal flashings .

    All materials or products supplied by anyone other than an Associate Member, or which are installed by someone other than the Contractor, will be excluded from coverage under the Guarantee, and may void the Guarantee entirely .

  2. Notwithstanding the definition of a Waterproofing or Water-shedding System, the RoofStar Guarantee does not cover the quality, installation or performance of the supporting deck.
  3. The RoofStar Guarantee (subject to the limitations described herein or stated on the Guarantee certificate) is a guarantee against leaks only, caused only by a failure of new materials installed by the Contractor, or resulting from the Contractor 's installation of new materials.

    The term "new materials" includes Primary and Secondary Materials, linear metal flashings, and both penetration flashings and roof drains that have been expressly accepted for use on a Project designed and constructed to qualify for a RoofStar Guarantee. Only materials listed in the Accepted Materials Division of the Roofing Practices Manual qualify for a RoofStar Guarantee.

    The re-use of any existing material on a Project may void the Guarantee
    .
  4. Notwithstanding any of the Guarantee requirements in this Manual, a RoofStar Guarantee will not cover
    1. leaks resulting from
      1. improper design.
      2. overloading.
      3. water entry from other building components (walls, skylights, etc.).
      4. the failure of a drain or flashing supplied or installed by anyone other than the Contractor.
      5. neglected maintenance of the Project.
      6. building air leakage.
      7. modifications to the Project made by anyone other than the Contractor.
      8. changes in building use or occupancy.
    2. drain leaders, which are not considered part of the roof system.
    3. the costs to remove and reinstall irrigation or other services (including, without limitation, electrical and gas services).
    4. replacement (new for old) of any Overburden.
    5. damage or leaks caused by the roots of invasive plant species (for example, certain varieties of bamboo or willow), regardless of measures taken to protect the membrane.
    6. a sacrificial third ply or a coating, used as a walkway or warning zone, as it is not considered part of the roof system.
  5. Overburdens may be installed on a Conventionally Insulated Waterproofing System or Protected (“inverted”) Membrane Roof Assembly, but not all designs are suitable for any type, size or depth of Overburden (see Part 14 THE ROOF as a PLATFORM in Waterproofing Systems standards). The RGC recommends that a roof supporting Overburden be designed and constructed as a Protected Membrane Roof Assembly. The RoofStar Guarantee may be void if a roof is designed and constructed with Overburden that exceeds the capabilities of a Conventionally Insulated Waterproofing System.
  6. Only a fully adhered membrane may be used in a Protected (“inverted”) Membrane Roof Assembly.
  7. An Integrity Scan
    1. must be performed by an RGC-recognized service provider.
    2. is required on all Waterproofing Systems, to ensure the waterproofing is leak and damage-free, when Overburdens, amenities or equipment are or will be installed on the completed Waterproofing System by
      1. anyone other than the Contractor.
      2. the Contractor but only when the Overburdens, amenities or equipment exceed 150 mm (6”) in depth.
    3. is not required when the Contractor installs Overburden, amenities or equipment equal to or less than 150 mm (6”) in depth.


    See Figure 1.1 for further reference.
    Figure 1.1
    Figure 1.1.jpg
  8. Electronic Leak Detection is mandatory for grade-level Waterproofing Systems, but optional for Waterproofing Systems on roofs.
  9. Pre-curbs and Concrete Features:
    1. When concrete walls or structures are constructed without a pre-curb, all concrete surfaces must be fully and continuously enveloped with the primary roof membrane.
    2. While the application of non‐penetrating bonded tiling or other architectural finishes to the waterproofing membrane is acceptable for a RoofStar Guarantee, and is subject to approval by the membrane manufacturer, the removal, reinstallation or replacement of any bonded finish, in order to investigate and repair leaks under the terms of the Guarantee, is the responsibility of others.
  10. Modifications during the Guarantee Term:
    1. RGC must be notified in writing of any modifications or repairs to the RoofStar-guaranteed Project.
    2. The Owner must ensure that any modification or repair work done on the Project during the guarantee period is performed to RoofStar Guarantee Standards by a Contractor, and is inspected by a RoofStar-accepted observation firm.
  11. Maintenance: the building Owner must ensure that the Project and its components are properly maintained. Debris in drains, caulking on or around metal flashings, and wind scouring of gravel are considered maintenance issues.
  12. Removal and Reinstallation of Overburdens: in order to investigate and repair a leak, the RoofStar Guarantee Program must be allowed to remove Overburdens, to expose the membrane. The RoofStar Guarantee pays for the removal and reinstallation of accessible Overburdens only, when they are installed by the Contractor, regardless of the Project design. The cost to remove, care for and reinstall any Overburden that exceeds these limits or conditions, which is inaccessible, or which was supplied or installed by others, will be borne by the Owner.
    1. Maximum coverage area: limited to one physically defined Project area (no maximum size)
    2. The RoofStar Guarantee pays for removal and reinstallation of
      1. Extensive vegetated roof systems, provided they are comprised of trays or other recognized modular methods and are less than 150 mm (6”) in depth, exclusive of the plants.
      2. other accessible coverings, provided they are unitized (for example, pavers on pedestals) and do not exceed 1 M2 or 90 Kg (200 lb.) per unit.
      3. gravel ballast and its associated drainage or protection material components, provided the ballast is less than 150 mm (6”) deep.
      4. structures, furnishings or planters provided each item, or any single component of each item, is easily detachable, does not require a specialty trade, and is no heavier than 90 Kg (200 lb).

2 SUPPORTING STRUCTURES: Decks and Walls

2.1 General

2.1.1 Definitions

Refer to the Glossary for further definitions of key terms used in this Manual.

Supporting deck ("deck")
means the "structural surface to which the Waterproofing or Water-shedding System is applied" (adapted from ASTM D1079-18 Standard Terminology Relating to Roofing and Waterproofing).
Deck overlay
means a panel material secured to the Supporting Deck in order to render the deck surface continuous or suitable for the installation of roofing materials.
Wall
means a structural or non-structural element in a building that vertically separates space. Walls may separate the outside environment from the interior conditioned space of a building, or they may separate one or more interior spaces from each other (adapted from ASTM E631-15 Standard Terminology of Building Constructions).
Wall overlay
means a panel material secured to the surface of a wall, to render it suitable for the installation of roofing or wall cladding materials.

2.1.2 Design

  1. The British Columbia Building Code, or the building code having jurisdiction, prevails in all cases except where it is exceeded by the RoofStar Guarantee Standards published in this Manual.
  2. Notwithstanding the RoofStar Guarantee Standards published in this Manual, the RoofStar Guarantee does not extend coverage to the Supporting Deck or to its securement, which is the responsibility of the Design Authority and the building contractor.
  3. Prior to the application of the roof system, the Supporting Deck and other surfaces receiving membranes must be smooth, straight, clean and free of
    1. moisture.
    2. frost.
    3. dust and debris.
    4. contaminants.
    5. objectionable surface treatments.
    6. release oils.
    7. laitance.
      If surface drying is required prior to roofing, use blown air to facilitate this.
    8. Walls, parapets, curbs, blocking and penetrations should be constructed or placed prior to the commencement of roofing work. This work is provided by other trades.
    9. The Supporting Deck should be dimensionally stable and capable of accommodating roof system component movement.

2.2 Roof Slope

  1. The RoofStar Guarantee Program classifies roofs according to their function – waterproofing or water-shedding. Within each classification, slope is defined as follows:
    1. Flat means a roof with a slope less than 1:6 (2” in 12”, or 9 degrees).
    2. Low Slope means a roof with a slope from 1:6 (2” in 12”, or 9 degrees) up to but less than 1:3 (4” in 12”, or 18 degrees).
    3. Common Slope means a roof with a slope 1:3 (4” in 12”, or 18 degrees) up to and including 1:1 (12” in 12”, or 45 degrees).
    4. Steep Slope means a roof with a slope greater than 1:1 (12” in 12”, or 45 degrees) up to and including 21:12 (21” in 12”, or 84 degrees).
    5. Extreme Slope means a roof with a slope greater than 21:12 (21” in 12”, or 84 degrees).


    See Figure 2.1 for an illustrated guide to the above definitions.

    Figure 2.1
    2.1 Slope illustration.jpg
  2. A minimum slope of 1:6 (2" in 12") is required. Where the designed slope is less than 1:4 (3" in 12"), the engineered shop drawing package must be accompanied by manufacturer’s literature confirming that this application is acceptable.
  3. Roofs with designed slopes less than the stated minimum (such as curved applications; see also Part 9 PANELS) will be considered for a RoofStar Guarantee provided
    1. the design and installation details are submitted in writing to the Guarantee Program Administrator prior to the tendering of documents.
    2. a written Variance is issued by the RoofStar Guarantee Program prior to close of tender.


    See also Part 9 PANELS.

  4. If proprietary systems are specified, the manufacturer's suggested minimum slope and application procedures must be followed in addition to RoofStar Guarantee requirements.

2.3 Supporting Deck Types

2.3.1 Wood Decks

  1. All wood decks
    1. must be affixed to the supporting framing or structure with corrosion-resistant
      1. wood screws.
      2. spiral nails.
      3. ring shank nails.
    2. with knots or cracks must
      1. have metal affixed over them before the deck can be accepted for roofing (this work should be done by others)
      2. be overlaid with a layer of knot-free 12.5 mm (1/2”) plywood
  2. The structural suitability of the fastener is the responsibility of the Design Authority.
  3. Plywood with a minimum thickness of 15.9 mm (5/8") is the only acceptable sheathing to be used for wood roof decks, unless applied over a solid lumber decks (including, without limitation, laminated timber and wood board decks). Tongue and groove plywood sheathing with a minimum thickness of 15.9 mm (5/8") is required for decks on all copper and zinc non-ferrous (i.e. copper, zinc) metal panel roof systems.
  4. OSB (sheathing) is not an acceptable wood deck.

2.3.2 Steel Decks

  1. Steel decks must conform to one of the following specifications:
    1. ASTM Standard Specification A653 / A653M, Sheet Steel, Zinc-Coated (Galvanized) by the Hot-Dip Process, Structural (Physical) Quality, minimum Grade 33, with a design thickness of 22-gauge (0.759 mm) or greater and a minimum zinc coating designation Z275.
    2. ASTM Standard Specification A792 / A792M, Steel Sheet, Aluminum-Zinc Alloy-Coated by the Hot-Dip Process, General Requirements, minimum Grade 33, with a design thickness of 22-gauge (0.759 mm) or greater and a minimum aluminum-zinc alloy coating designation AZ150.

2.3.3 Concrete Decks

  1. Direct contact between metal roofing and concrete, light concrete, stone and mortar must be avoided. The selection of a suitable underlay, insulation, and method of attachment to a concrete deck or wall is the responsibility of the Design Authority.

2.4 [NOT USED]

2.5 [NOT USED]

2.6 Walls

2.6.1 General

  1. Wall surfaces must be clean, dry and smooth, suitable for the application of roof system materials. When the wall surface is unsuitable to receive waterproofing materials, it must be resurfaced with an RoofStar-accepted wall overlay. See Part 5 DECK and WALL OVERLAYS for material and application standards.
  2. Sheathing, defined as a rigid panel material secured directly onto framing, is considered a wall surface for the purpose of this Standard.
  3. Wall surfaces receiving waterproofing materials must extend vertically beyond the maximum height of waterproofing materials but in any event must be installed at least 200 mm (8”) high, above the surface of the Finished Roof/Waterproofing Assembly. For suitable wall surface materials, see 2.6.2 below.
  4. Walls and roofs commonly intersect in two ways:
    1. Directly, where the wall structurally connects to the roof structure, so that both move together.
    2. Indirectly, where the roof structure and the wall structure are independent of each other, so that the movement of one does not affect the other. These locations require an expansion joint.
  5. The Design Authority must ensure a continuous connection between the roof system from field to perimeter, in order to control or inhibit the movement of water, air and vapour.
  6. Wood or steel-stud walls must be sheathed with a material suitable for securing metal flashings.
  7. For concrete walls, refer to 2.2.3 Concrete above.

2.6.2 Materials

  1. Concrete surfaces must comply with the requirements set out in 2.1.3. When concrete surfaces do not comply, concrete walls may be sheathed with any one of the following:
    1. 15.9 mm (5/8”) thick treated plywood.
    2. fibre-mat reinforced cement boards with a minimum thickness of 9.5 mm (⅜").
  2. Both materials must also conform to ASTM C1325-04.
  3. For framed walls, the following sheathing material are acceptable:
    1. Moisture-resistant gypsum core boards specifically designed to receive roof membranes; boards must have a minimum thickness of 12 mm (1/2”). These panel may be installed horizontally or vertically.
    2. Fibre-mat reinforced cement boards with a minimum thickness of 9.5 mm (⅜").
    3. Plywood with a minimum thickness of 12 mm (1/2”).

2.7 Electrical Cables and Boxes

Electrical cables (including conduit) or boxes installed inside, on top of, or beneath a roof assembly may expose roofing workers to electrical shock and may inhibit the installation of some roof systems designed to resist wind uplift. Furthermore, electrical cables on, in or under the roof assemblyexpose the building and the public to both shock and fire. Hidden electrical wiring and boxed junctions can be extremely difficult to document before work begins, and while some technologies are purportedly accurate in identifying energized circuits before they are damaged, false readings make these technologies less than reliable. During replacement roofing, avoiding damage to electrical circuits from cutters and fasteners is sometimes next to impossible. It is therefore desirable to design buildings with realistic separations between electrical wiring and boxes, and roof assemblies|| 2020-July-3 }}.

For more about this topic, see the reprinted Safety Bulletin issued by the BC Safety Authority, republished in the November 10, 2015 Technical Update.

Currently, neither the Canadian Electrical Code, Part I nor the British Columbia Electrical Code explicitly prohibit, nor explicitly permit, the installation electrical cables and boxes anywhere in close proximity to a roof assembly. The Design Authority therefore has the latitude to write restrictions concerning the location of electrical installations, and consequently eliminate shock and fire hazards. To do so, apply the following standards when preparing Project specifications to qualify for a RoofStar Guarantee.

2.7.1 New Construction

  1. Electrical cables, raceways or boxes shall not be installed within a roof assembly (Figure 2.7.1-1) .
  2. Electrical cables, raceways or boxes shall not be installed on the underside of a roof assembly, unless
    1. the supporting deck structure equals or exceeds 76 mm (3”) in thickness (Figure 2.7.1-2) , or
    2. the cables, raceways or boxes are installed and supported so there is a separation of not less than 38 mm measured between the underside of the roof assembly and the electrical installation (Figure 2.7.1-3) .
  3. Notwithstanding either (1) and (2), cables or raceways shall be permitted to pass through a roof assembly for connection to electrical equipment installed on the roof, provided that the passage through the roof is a part of the roof assembly design.
  4. Electrical cables installed above the roof assembly should be elevated to permit proper support, roof maintenance and future replacement roofing (Figure 2.7.1-4) .
Figures 2.7.1-1
Figure 2.7.1-1.jpg
Figures 2.7.1-2
Figure 2.7.1-2.jpg
Figures 2.7.1-3
Figure 2.7.1-3.jpg
Figures 2.7.1-4
Figure 2.7.1-4.jpg

2.7.2 Replacement Roofing

  1. If existing electrical cables or boxes do not conform to the standards in 2.7.1 New Construction, the Design Authority must consider the attachment of the roof system above the electrical system, and the requirements set out in Part 3 SECURING the ROOF ASSEMBLY.
  2. The Design Authority should
    1. specify protection of existing electrical cables and boxes (a 5 mm (3/16”) steel plate may be used to minimize the possibility of fastener penetration and cutter damage), but it should be understood that protection plates may interfere with mechanical fasteners used to secure the roof system against wind uplift, even for future replacement roofing).
    2. provide the building owner with detailed as-built drawings that accurately map the location of electrical cables and boxes.

3 SECURING the ROOF ASSEMBLY

3.1 General

3.1.1 Design and Testing

The Design Authority is responsible to design the securement of the roof assembly, as required under 9.1.1 Design . The following information is a reference tool for designers, to be used at their own discretion.

The RoofStar Guarantee Program (RCABC Guarantee Corp., or RGC) initiated an investigation to establish the wind uplift resistance of architectural concealed fastener metal roof systems for use in British Columbia. The wind uplift tests were carried out at the Dynamic Roofing Facility at National Research Council, Institute For Research In Construction (NRC/IRC).

NRC/IRC report No. B1040–3 (see ASM Application Guides and Notes) provides a simplified procedure for wind uplift design for roof assemblies with architectural metal roof coverings. In addition, NRC / IRC reports No. B1040-1 and B1040-2 provided the wind resistance test results for RoofStar-accepted metal panel systems and assisted the RoofStar Guarantee Program in developing guarantee standards and acceptance criteria for RoofStar-accepted Architectural Sheet Metal Roof Systems.

3.2 Materials

3.2.1 Fasteners, Clips and Cleats

  1. For specific requirements, see below under Part 9, Part 10 and Part 11.

3.3 Application

  1. All metal panels must be secured to their underlying supports with concealed fasteners. Exposed fastener securement is not acceptable.
  2. Concealed fasteners should provide clearance for the underside of the metal panel and must be of a material compatible with the metal clip.
  3. Regardless of where fasteners are used in the roof assembly, when they penetrate and secure another material to a substrate, mechanical fasteners must penetrate
    1. steel decks at least 20 mm (3/4");fasteners should penetrate the top flutes only.
    2. into solid dimensional lumber by at least 25 mm (1").
    3. through plywood sheathing by at least 17 mm (3/4”).


    These Standards may be exceeded by the fastener manufacturer’s published requirements.


4 MATERIALS

NOTE: Click here to view all the Materials accepted for use in the RoofStar Guarantee Program.

4.1 Definitions

Refer to the Glossary for further definitions of key terms used in this Manual.

Primary Material
means a roofing, waterproofing or water-shedding material which is directly exposed to the weather and which is primarily responsible for protecting secondary materials, and the building interior, from water and weather generally. Membranes, metal panels or shingles form the core of this material category.
Secondary Material
means one which forms part of a Waterproofing or Water-shedding System and which may affect the wind resistance characteristics of the entire assembly but is not necessarily exposed to the weather.

4.2 General

  1. All roofing components installed by the Contractor must be
    1. new
    2. accepted by the RoofStar Guarantee Program.
    3. manufactured by, or listed as acceptable to, the manufacturer of the primary field membrane or water-shedding material.


    A list of all Accepted Materials is published in this Manual (see link above).

    Also see 1.6 (2) RoofStar Guarantee: Coverage and Limitations for restrictions and limitations on any roofing material, linear metal flashing, penetration flashing or drain used on a Project qualifying for a RoofStar Guarantee.

  2. All materials must be protected from weather, properly stacked and secured above ground or the roof surface and covered by wrappers approved or recommended by the manufacturer.
  3. All installed roofing materials that are susceptible to moisture damage must be made watertight by the end of each work day.
  4. Metals and fasteners must be compatible with each other, to avoid galvanic corrosion which can occur when dissimilar metals contact each other.

5 DECK and WALL OVERLAYS

5.1 General

5.1.1 Definitions

Refer to the Glossary for further definitions of key terms used in this Manual. See also 2.1.1 Definitions..

5.1.2 Design

  1. When a supporting deck structure or wall is unsuitable for the application of roofing materials, it must be covered with a RoofStar-accepted overlay. See 2.1 (3) for supporting deck and wall surface requirements.
  2. A roof deck overlay is installed as part of the Roof Assembly, on the top surface of the roof deck but beneath the roofing materials. These products are commonly affixed to steel decks to provide a level surface for the roof membrane or air or vapour control layers, or to serve as a thermal barrier between the roof deck and combustible insulation. Roof deck overlay materials may also be applied to other types of supporting deck structures, depending on the roof design criteria.
  3. Wall overlays are less common on Water-shedding Systems but may be required to provide a suitable surface for self-adhering membrane flashing.
  4. For roof assemblies designed above a vaulted conditioned space, see also 6.1.3.2 Attic Ventilation.

5.2 Materials

  1. Deck overlays and wall overlays must be suitable for, and compatible with, any membrane or panel application. Plywood, measuring at least 12.7 mm (1/2”) in thickness, is acceptable as a deck overlay or wall overlay.
  2. When the Building Code having jurisdiction requires a thermal barrier, an accepted deck overlay must be specified and installed.
  3. Walls that require resurfacing for membrane application must be covered with an accepted wall overlay. See Accepted Wall Overlays. See also Accepted Deck Overlays.

5.3 Application

5.3.1 General

  1. Deck overlays must be
    1. fully or intermittently supported along all edges by the deck.
    2. installed in a staggered pattern (offset) at least 300 mm (12") from adjacent board rows. A minus offset tolerance of 50 mm (2") maximum will be permitted to compensate for variance in the manufacturer's tolerance of differing board widths and lengths.
    3. affixed to the deck with either
      1. mechanical fasteners, and/or
      2. proprietary polyurethane foam adhesives acceptable to the primary roof system manufacturer to meet or exceed the requirements set out in 3 SECURING the ROOF ASSEMBLY.
    4. independently fastened to the deck
      1. with at least four (4) fasteners (with plates) per 1200 x 2400 (4’x8’) sheet, or
      2. as specified by the Design Authority.
  2. Wall overlays
    1. must be applied to existing sheathing where sheathing is not an acceptable substrate.
    2. may be mechanically fastened or adhered.

5.3.2 Steel Decks

  1. Deck overlays used as a thermal barrier to achieve a specific fire rating must conform to the applicable code and insurance requirements for the roof assembly.
  2. When the roof assembly is uninsulated, the deck must be overlaid to provide a continuous layer of support. The deck overlay must be at least one layer (min. 12.7 mm (1/2”)) of either
    1. moisture resistant gypsum core board deck overlay board.
    2. plywood.

5.3.3 Wood Decks

  1. A mechanically-fastened overlay board is required for any supporting deck that does not meet the deck fastening criteria set out in 2.3.1 Wood Decks.

5.3.4 Concrete Decks

  1. While metal panels must be separated from a concrete deck to prevent corrosion, a deck overlay is not mandatory and separation may be made with an underlayment.

5.3.5 Walls

  1. Where the wall surface is unsuitable to receive a membrane, it must be covered with an accepted overlay panel material (refer to Division C: Accepted Materials in this Manual).
  2. Wall overlays must be
    1. mechanically fastened with screw fasteners placed
      1. at the perimeters.
      2. at the corners.
      3. in the field, spaced no less than 300 mm (12”) O.C. vertically and horizontally, or in alignment with structural supports of the overlay panels.
    2. adhered with a polyurethane adhesive, applied with a continuous z-patterned ribbon spaced no less than 300 mm (12”) apart, in alignment with structural supports.

6 AIR and VAPOUR CONTROLS

NOTE: See more information on Air and Vapour Control in Division B: Essential Elements.

6.1 General

6.1.1 Intent

Air and vapour control layers, along with thermal barriers, water resistive barriers and water-shedding surfaces, serve to separate the outside environment from the interior environments of a structure. Continuous air control layers are perhaps the most critical. Building Codes in force in each jurisdiction, and the National Energy Code (2011), require the selection and proper installation of “a continuous air barrier system comprised of air-barrier assemblies to control air leakage into and out of the conditioned space” (NEC 2011).

Continuity of the air and vapour control layers from the wall systems and roof systems is essential to the satisfactory performance of either or both. Therefore, proper connection between air and vapour control systems is essential, and the responsibility of both the Design Authority and trades constructing walls and roofs.

Air control layers control “flow of air through the building enclosure, either inward or outward” (Guide for Designing Energy Efficient Building Enclosures, Homeowner Protection Office). Controlling air flow into and out of conditioned spaces affects the performance of “thermally efficient enclosure assemblies” (ibid), impacts the potential for condensation in between materials, and directly influences rainwater penetration of the building envelope. Some air control layers are considered permeable, others air-impermeable or ‘airtight’. The suitability of one over the other, in the application of a roofing system, is left to the discernment of the Design Authority. Consequently, the RoofStar Guarantee Program strongly recommends that designers and builders of roof systems intended to qualify for a RoofStar Guarantee carefully consider the regulatory design and installation requirements for effective, continuous air control systems.

Vapour control layers regulate or prohibit the movement of water vapour from one space to another by means of diffusion. Consequently, these control layers are referred to as either vapour-permeable or impermeable. Diffusion is a slow process, in contrast to air movement, and its regulation is not always mandatory or even desirable. Therefore, because continuous vapour control layers “are not needed within all climate zones and assemblies”, they are considered non-critical and may be left to the discretion of the Design Authority. Nevertheless, where continuous vapour control layers are required and specified by provincial or municipal building codes (current and in force), the RoofStar Guarantee Program requires that a suitable vapour control system be selected by the Design Authority and properly installed by the roofing contractor in conformity with the vapour control layer manufacturer’s published instructions, and with the Design Authority’s specified details.

Any references in this Manual to installation methodologies, and any construction details that show air and vapour control layers, are merely illustrative and not prescriptive. Installers of continuous air and vapour control layer systems are urged to understand and comply with best practices for their application.

6.1.2 Limitations and Exclusions

  1. Air and vapour control layer performance is not part of the RoofStar Guarantee, and air and vapour control materials are not listed in the Accepted Materials Division of this Manual. Therefore, the decision to specify air and vapour control layers, the placement of continuous air and vapour control layers in relation to a roof assembly and its components, and the selection of suitable materials for that application, is the sole responsibility of the Design Authority. The Design Authority is urged to review and consider the performance characteristics of materials available for such applications.
  2. Neither the RoofStar Guarantee Program nor the Contractor will accept any responsibility for damage to, or failure of, the roof system caused by the use or absence of air or vapour control layers.
  3. In some roof assembly designs, the required underlayment may serve as an air control layer, vapour control layer, or both; this is dependent upon the properties of the material to be used, and will be subject to the designer’s modelling of the assembly. Consult the Technical Data Sheets for suitable materials.

6.1.3 Design

6.1.3.1 Vapour Retarder Design for High-Humidity Building Interiors

  1. Careful consideration should be given to the performance characteristics of air and vapour control layers when specifying such a membrane for roof assemblies constructed over high-humidity building interiors. These types of building interiors include (but are not limited to)
    1. Swimming pools.
    2. Commercial laundry facilities.
    3. Large aquariums.
    4. Paper mills.


    Roof systems for facilities such as these, with high-humidity environments, may be susceptible to the accumulation of moisture within the Roof Assembly unless effective air and vapour controls are installed.

6.1.3.2 Attic Ventilation

  1. The design and selection of the ventilation system is the responsibility of the Design Authority, and may be achieved by incorporating into the roof design both intake and exhaust vents, including (without limitation),
    1. Eave vents
    2. Gable end vents
    3. Hip vents
    4. Static vents
    5. Ridge vents
    6. Cupolas
  2. Attic (roof cavity) ventilation must
    1. meet the minimum requirements set out by the Code having jurisdiction, even in conditions where snow cover is present (see British Columbia Building Code, Part 9 for Housing and Small Buildings, Section 9.19 Roof Spaces, 9.19.1.3 Clearances). Roofs that do not provide adequate ventilation do not qualify for a RoofStar Guarantee.
    2. be suitable for the
      1. slope of the roof.
      2. vented area.
      3. design and configuration of the roof structure.
    3. be provided for
      1. roofs over cathedral ceilings.
      2. compact insulated roof assemblies.


      See also Building Ventilation in Division B: Essential Elements of this Manual.

  3. Continuous ridge venting systems
    1. are acceptable and are recommended for all areas with vaulted ceilings.
    2. may be installed on slopes 1:3 (4” in 12”) and greater, but application on slopes less than 1:3 must be permitted by manufacturer’s published installation instructions.

6.2 Materials

6.2.1 Air and Vapour Controls

  1. The material selected for air and vapour control layers must be compatible with any other materials in the roof or wall assembly to which the control layer may come in contact. This includes, without limitation, contact with primers and adhesives, substrates, solvents and cleaners.
  2. Self-adhering or adhesive-applied materials should be considered as alternatives to torch-applied membranes when the substrate to which they will be applied is combustible, or when nearby structures, openings or materials present a fire hazard. In the alternative, a suitable separation or overlay material as protection from open flame is acceptable. The application of materials to a combustible surface, using a torch, is strictly prohibited.
  3. Fully supported air and vapour control layers should possess a minimum published static puncture resistance rating of 150 N (34 lbf) (ref. CGSB-37.56-M for both test method and standard limits) and be either self-adhering or torch-applied; a high puncture resistance is necessary for the membrane to withstand accidental damage during construction. For unsupported air and vapour control layers, see 6.2 (4) below. Therefore, while responsibility for the selection of suitable air and vapour control layers rests with the Design Authority, a roof designed and built to qualify for a RoofStar Guarantee shall not include either polyethylene sheet plastic or bitumen-impregnated kraft paper.
  4. Notwithstanding any of the foregoing, the RoofStar Guarantee Program strongly recommends that any air or vapour control systems be installed over a smooth, continuous plane (for example, concrete or plywood). Consequently, a deck overlay board installed on corrugated steel roof decks in highly recommended. Where no deck overlay board is installed and the air and vapour control layers are partially unsupported (for example, on a steel deck), the control layers each must have a published static puncture resistance of at least 400 N (90 lbf). Furthermore, both the side laps and end laps must be fully supported.
  5. Should the air or vapour control layers be used as a temporary roof during Project construction by either the Contractor or by other trades, a minimum 2mm thick bituminous membrane is recommended.
  6. Because curing concrete releases considerable moisture that can compromise the performance of a roof system, a vapour control layer installed on new concrete decks (28 days or older) must be selected to prevent condensation inside the roof system. A membrane with a permeability of 0.01 perms (Class I) is recommended. Nevertheless, the selection of the vapour control material is the responsibility of the Design Authority.

6.2.2 Air Vents

  1. Vents, regardless of their type, must be either
    1. proprietary to, or privately labeled for, the panel manufacturer, or
    2. specifically accepted by the RoofStar Guarantee Program. See also 11.2.3 Penetration Flashings.
  2. Ridge vents must be
    1. fabricated from a compatible metal.
    2. acceptable to the metal panel manufacturer.
    3. suitable for slopes 1:4 and greater.
    4. constructed with internal baffles to prohibit the intrusion of
      1. insects.
      2. vermin.
      3. snow.
      4. debris.

6.3 Application

6.3.1 Air and Vapour Controls

  1. Proper installation and continuity of air and vapour control layers within the roof assembly is the responsibility of the Contractor. Therefore, air and vapour control layers in the roof assembly must
    1. extend beyond the end of the roof assembly at least 100 mm (4”), in new construction, to provide sufficient room for the installation of matching control layers to so that they provide a positive (water-shedding) lap seal union between courses of material.
    2. be sealed to matching control layers in the wall assembly, for roof replacement Projects.
  2. Installation must be smooth and uniform, without wrinkles or fish-mouths, and must also conform to the manufacturer’s published requirements and the Design Authority’s design details.
  3. All membrane side and end laps must be fully supported, in the field and at transitions with curbs, parapets, walls and penetrations. When self-adhered membranes are applied directly to a steel supporting deck,
    1. membranes should be oriented parallel to the direction of deck flutes.
    2. membrane laps and changes in plane must be supported by deck flutes or flat metal supports secured to the deck to span gaps. Metal supports must be
      1. fabricated from pre-finished steel with a thickness no less than 24 gauge.
      2. secured to the deck with no fewer than two (2) compatible screw fasteners per flute.

  4. See Figures 6.3.1-1 and 6.3.1-2.

    Figure 6.3.1-1
    Figure 6.3.1-1.jpg
    Figure 6.3.1-2
    Figure 6.3.1-2.jpg

    Click on either of the images above to link to the Construction Detail.

  5. The application of materials to an unprotected combustible material, using a torch, is strictly prohibited.
  6. All combustible materials MUST be protected from open flame by an acceptable separation or overlay material. This includes, without limitation, combustible materials
    1. on decks, walls, blocking, and cants.
    2. hidden or obscured within voids, cracks or orifices.
  7. When a torch-applied base membrane is specified over combustible materials, all joints between overlay panels, and at roof-wall transitions, must be sealed with the primary membrane manufacturer’s approved self-adhered membrane or tapes. Alternatively, refer to 10.3.3 Alternative Approaches to Membrane Flashing in theRoofStar Guarantee Standards for SBS Modified Bitumen Membrane System.

6.3.2 Air Vents

  1. Refer to 11.3.3 Penetrations and Vents for application requirements.

7 INSULATION

7.1 General

  1. Some Water-shedding Systems call for a compact insulated system, as for example when the roof covers a vaulted conditioned space. When this is the case, the following design, material and application requirements, principles and recommendations apply.

7.1.1 Definitions

Heat-resistant insulation
means insulation that resists heat and will not physically or chemically change when exposed to heat greater than 70°C (158°F), including liquefied bitumen. Insulation boards of this type include fibreboard, polyisocyanurate and mineral wool. Note that heat-resistant does not mean or even infer 'fire-proof'. While some heat-resistant insulation materials will resist burning for a period of time, only mineral wool insulation will not burn.
Heat-sensitive insulation
means insulation that may be physically or chemically altered when exposed to heat greater than 70°C (158°F) - for example, heat from a torch or from liquefied bitumen. Heat-sensitive insulation includes EPS, XPS and Polyurethane.

See the Glossary for other terms used in this Part.

7.1.2 Design

  1. The use of thermal barrier between the roof deck and the insulation is the responsibility of the Design Authority and may be required by the Building and Fire Code having jurisdiction. See also Part 5 DECK and WALL OVERLAYS.
  2. Consult the Building Code having jurisdiction for the minimum required thermal resistance of the roof assembly.
  3. Insulation compressive strength must be taken into consideration by the structural engineer.
  4. Insulation materials rely on various standards for the determination of thermal resistance, which means that not all data can be easily compared. Furthermore, not all insulation products perform with consistent thermal resistance as temperature changes, and some insulation performance declines with age. The Design Authority is therefore urged to consider the Long-term Thermal Resistance (LTTR) for each product, in relation to its placement within the roof assembly and the anticipated outside and interior climates of the building.
  5. In warm seasons, the roof surface may reach temperatures higher than 85°C (185°F), affecting the performance and stability of some insulation. Combining insulation types in a roof assembly may help mitigate these temperature swings and consequential distortion of the assembly. The Design Authority therefore must consider these variables when specifying materials and their installation.
  6. Only heat-resistant insulation may be used directly beneath metal panels or flashings.
  7. When heat-sensitive insulations are used in a roof assembly, they must be covered with a heat-resistant insulation at least 50 mm (2”) thick.
  8. Insulation assemblies with a cumulative thermal resistance greater than RSI-2.64 (R-15) (based on published values measured at 24°C) must be installed in multiple layers that are offset and staggered (see 7.3 Application). Within that multi-layered assembly, any single layer of insulation may have a thermal resistance greater than RSI-2.64 (R-15) provided no one layer exceeds 60% of the cumulative thermal resistance of the combined assembly of insulation and insulation overlay boards.

7.2 Materials

  1. The type of insulation is to be specified by the Design Authority. A list of acceptable insulation materials may be found in Roof Deck Insulation.
  2. Material dimensions:
    1. The maximum width and length of any adhered insulation panel shall be 1200 mm (4’).
    2. The maximum width and length of insulation boards installed with mechanical fasteners is limited only by the manufacturer.
    3. Insulation installed directly over a fluted steel deck must be thick enough to span the flutes under live loads (minimum live load equal to or greater than 115 Kg (253 lbs); see also 9.1.1 Design), without risk of cracking or breakage.

7.3 Application

7.3.1 Layering

  1. See 7.1.2(8) above.
  2. Insulation joints must be offset or staggered at least 300 mm (12") from adjacent layers and rows.
  3. Only thermally non-conductive clips or bars passing through the insulation assembly, or mechanically fastened bearing plates, may be used to secure and support insulation panels, or provide support for panel clips. When thermally non-conductive clips or bars are utilized on a Low Slope roof, they must be embedded in, and fastened through, a compatible sealant (see 9.2.5 Sealants).

7.3.2 Alignment, Sizing and Support

  1. On steel roof decks, insulation boards must be firmly supported.
  2. Insulation boards must be square and make firm, full contact with adjacent panels. Gaps greater than 10 mm (3/8”) between boards must be filled with expanding spray foam or chinked with fibreglass wool.
  3. Insulation board joints must be offset at least 300 mm (12"), both for adjacent layers and for adjacent rows.

7.3.3 Securement

Refer to 3 SECURING the ROOF ASSEMBLY.


8 EAVE and VALLEY PROTECTION, UNDERLAYMENTS and VENTILATION

8.1 General

8.1.1 Definitions

Eave and Valley Protection
means a self-adhering membrane applied in valleys and in parallel courses on the roof deck along the eaves, up the roof slope to a point measured vertically from the inside of the exterior wall, and intended to block the ingress of water that may leak behind shingles or metal roof panels as the result of snow or ice buildup on the roof surface.
Separation Layer
means a roll material installed directly below metal roof panels to
  1. inhibit bonding of the metal panels to underlying materials, such as bitumen-based underlayments or eave protection membranes, or
  2. permit the passage of vapour out of the roof system.
A separation layer by itself does not function as a ventilation layer.
Underlayment
means a roll material that is either self-adhering or mechanically fastened (typically with large head nails), and which is installed
  1. immediately over the supporting deck.
  2. to provide secondary protection between the Water-shedding System materials and the building interior.
  3. to keep Water-shedding System materials from adhering to the deck..
Ventilation Layer
means a layer of roll material, usually comprised of stiff, synthetic entangled mesh, installed directly beneath the metal panels in place of, or in addition to, a separation layer; it creates a ventilation space intended to
  1. facilitate the drying of condensation that collects on the bottom surface of metal roof panels.
  2. inhibit bonding of metal roof panels with underlying materials.

See the Glossary for other terms used in this Part.

8.1.2 Design

  1. Eave and Valley Protection
    1. must be installed on the supporting deck.
    2. is required for all RoofStar-guaranteed Architectural Sheet Metal Roof Systems. Eave protection must be a RoofStar-accepted self-adhered modified bituminous membrane.
    3. may also serve as an air or vapour control, or as both, when installed in combination with the underlayment. See also 6.1.2 above.
    4. must be carried a minimum of 600 mm (24") inside interior walls, or 900 mm (36") in heavy snow load conditions (For RoofStar Guarantee purposes, high snow load is considered regional areas with snow loading higher than 3.5 kPa as referenced in the National Building Code of Canada, Appendix C “Climatic Information for Building Design in Canada”. See also 1.3.3 High Snow Loads).
  2. Underlayments
    1. are required over the entire supporting deck surface.
  3. A separation layer
    1. that is vapour-permeable is required on all insulated Architectural Sheet Metal Roof Systems and must be located between the insulation and metal panels.
    2. is required on all uninsulated roof systems when the underlayment is bitumen-based and does not incorporate a bond-breaking facer.
  4. Ventilation space
    1. is required beneath panels on slopes less than 1:3 (4” in 12”), and the space must be at least 10 mm (3/8”) when measured above the vapour-permeable membrane. The space can be achieved using either
      1. panel clips incorporating supporting tabs located 10 mm (3/8”) above the top surface of the clip base.
      2. an RGC-accepted entangled mesh ventilation layer.
    2. is recommended when the roof slope exceeds 1:3 (4” in 12”). See 8.1.2 (4).

8.2 Materials

Accepted materials for this purpose are listed in the Eave Protection & Underlayment (Architectural Metal Roofing) table of this Manual.

  1. Materials used for eave or valley protection, as an underlayment or as a separation layer must
    1. be selected from the list of Accepted Materials.
    2. not damage the painted finish of roof panels (a scratched or marred finish may result in panel corrosion).
  2. When a material not listed in the Accepted Materials is specified for application in an Architectural Sheet Metal Roof Systems, the Design Authority must request a written Variance from the Guarantor.
  3. All membranes must provide proprietary sealants, mastics, tapes and/or primers suitable for the application of the underlayment and must be applied in accordance with the manufacturer’s written instructions.

8.2.1 Eave and Valley Protection

  1. Membranes used for eave and valley protection must be
    1. self-adhering.
    2. have a sanded or synthetic, non-bonding top surface.
    3. at least 1 mm thick when the roof slope exceeds 1:6 (2” in 12”).
    4. at least 3 mm thick when the roof slope is less than 1:6 (2” in 12”).

8.2.2 Underlayment

  1. For Common Slope roofs (sloped from 1:6 (2" in 12") up to but not including 1:3 (4" in 12")), a continuous self-adhesive membrane underlay must be installed prior to the application of the sheet metal roofing. Direct torch application to wood surfaces is not permitted.
  2. Synthetic underlayments are permissible for slopes 1:3 (4” in 12”) and greater.
  3. For Low Slope roofs (sloped less than 1:6 (2” in 12”)), underlayments must be a continuous self-adhesive or thermally fused membrane with a minimum thickness of 3.0 mm, but this is subject to approval of the design by the RoofStar Guarantee Program. Contact the RoofStar Guarantee Program for a Project review.
  4. Modified bituminous underlayments utilized directly beneath metal roof panels and flashings, or otherwise protected by insulating materials, must be made of bitumen with a high softening point and a minimum flow temperature of 87.7°C (190°F) ASTM D5147 high temperature stability.

8.2.3 Separation Layer

  1. Refer to Division C: Accepted Materials of this Manual.

8.2.4 Ventilation Layer

  1. Ventilation layer materials must be an Accepted Material with a minimum thickness of at least 10 mm (3/8").

8.3 Application

8.3.1 Eave and Valley Protection

  1. Eave protection must be carried a minimum of 600 mm (24") inside interior walls, or 900 mm (36") in heavy snow load conditions.
  2. Valley protection membranes must be
    1. the same materials used for eave protection.
    2. at least 1000 mm (39”) wide and centred on the valley.
    3. positively lapped and sealed to the eave protection membrane.
  3. Where curbs are incorporated into the roof design, they must be flashed with the same material used for eave and valley protection. See 11.3.4 Curbs for additional requirements.

8.3.2 Underlayment

8.3.2.1 General

  1. All roof assembly components installed above the supporting deck must be installed by the Contractor.
  2. An underlayment is required for all slopes. See 8.2.2 for material requirements.
  3. Horizontal runs of underlayment must be positively lapped at least 50 mm (2"), and end laps (vertical joints) must be at least 150 mm (6").
  4. Where negative (backward) laps are unavoidable, only a self-adhering underlayment may be used. Negative laps must be at least 150 mm (6"), and seams must be roller-pressed and sealed with a compatible mastic along the seam edge.
  5. Underlayment must be installed horizontally on slopes up to 2:3 (8” in 12”).
  6. Underlayment may be installed perpendicular to the eaves provided the laps are self-sealing or sealed with a suitable lap cement provided by the underlay manufacturer. On slopes steeper than 2:3 (8” in 12”) underlayment installed vertically (perpendicular to the eaves) must
    1. be self-adhering.
    2. extend beyond the furthermost edge of the flashing at least 100 mm (4").
    3. positively lap beneath other vertical membranes.

8.3.2.2 Low Slope Roofs

  1. In addition to the General requirements above, Low Slope roofs may be fully covered with
    1. one layer of self-adhering eave protection membrane equal to or exceeding the minimum thickness requirements, or
    2. multiple layers equal to or exceeding 1.4 mm in thickness; the second layer must be offset from the first by at least 300 mm (12”), both horizontally and vertically.

8.3.3 Separation and Ventilation Layers

  1. A separation layer (slip sheet) is required when
    1. metal panels or flashings come in direct contact with any bituminous underlayments that do not have a tri-laminate facer.
    2. soldering is to be done.
  2. Horizontal runs of the separation layer must be positively lapped at least 50 mm (2") and end laps (vertical joints) must be at least 150 mm (6").
  3. For roofs designed with a slope less than 1:3 (4” in 12”), a ventilation space beneath the metal panel must be incorporated with either of the following:
    1. clips incorporating panel support tabs 10 mm (3/8”) above the top surface of the clip base .
    2. a continuous layer of entangled mesh no less than 10 mm (3/8”) in thickness.

9 PANELS

This Part covers metal panels that are site-formed by contractors or manufactured by a supplier, for installation in an Architectural Sheet Metal Roof System. Both options are listed under the Accepted Architectural Sheet Metal Roofing table of this Manual.

9.1 General

9.1.1 Design

  1. To qualify for a RoofStar Guarantee, all Architectural Sheet Metal Roof Systems must be professionally engineered and documented on a Schedule S form (Specialty engineering; see the British Columbia Building Code, current edition). Roofs must be engineer-designed to
    1. withstand all anticipated live and dead loads, including but not limited to wind and other environmental loads (i.e. rain, snow) expected for the building’s size and location (see 1.3.3 High Snow Loads)
    2. accommodate thermal expansion and contraction of the roof system components.
  2. 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 Application 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.

    Each engineered design must include, without limitation, the following:
    1. Metal panel profile and gauge
    2. Type of clips
    3. Bearing plates
    4. Drag load components
    5. Fasteners (type, size and spacing)
    6. Roof assembly components (i.e. underlayment, insulation)
    7. Deck Substrate
  3. Shop drawings for each Project detail, which may be drawn by the Contractor, must be reviewed by the Accepted observer and returned to the RoofStar Guarantee Program administrator verifying conformity to the RoofStar Guarantee Standards prior to the start of construction.
  4. Each construction detail must be reviewed during a field review and documented in the observer's RGC field review report, to verify conformity to the RoofStar Guarantee Standards.
  5. Some limitations and conditions apply for slopes less than 1:6 (2” in 12”). See 2.2 Roof Slope for RoofStar Guarantee Standards.
  6. As roof slope diminishes, the height of the seam between panels musts increase, to accommodate the increased potential for water ingress. Therefore, the following requirements apply:
    Table 9.1 Minimum Requirements for Seam Types and Heights
    Slope
    (see also 2.1 Roof Slope)
    Seam Height Minimums Permissible Seam Types
    1:3 (4" in 12") or greater 25 mm (1") All
    1:6 (2" in 12") to 1:3 (4" in 12") 38 mm ( 1 ½”) Mechanical Lock only (single or double)
    42 mm ( 1 5/8”) Snap Lock (male seam)
    Less than 1:6 (2” in 12”)
    (reviewed by RGC prior to tender)
    50 mm (2”) + butyl sealant in seam Mechanical Lock only (single or double)
    50 mm (2”) Mechanical Lock only (double)
  7. The Design Authority must calculate the maximum panel length based on
    1. the material type.
    2. the direction of expansion and contraction that is determined by the location of drag load fasteners.
    3. the amount of expansion and contraction provided by.
      1. the fastener slot on the fastening flange.
      2. the concealed expansion clip slot.
  8. Metal panels must be pinned to the structure with fasteners to prevent slippage down the roof due to gravity loads or drag loads.

    By design, most architectural standing seam metal panel systems are intended to float to provide freedom for thermal expansion and contraction. Proprietary attachment clip designs permit metal panels to slide back and forth on the clip as the panel expands and contracts during the thermal cycle. Live snow loads can create considerable drag on panels displacing them from their intended location. The most common place to install drag load fasteners (point of fixity) is at the roof ridge, which allows fasteners to be concealed by cap flashing.
  9. When metal roof panels are not fully supported, and are instead supported intermittently, the metal panels must be designed to support the anticipated live loads, including live loads during installation, without deformation of the panel. Panels must be able to withstand a minimum live load equal to or greater than 115 Kg (253 lbs).
  10. Architectural metal roof panels that are installed on curved roof decks must be power-curved as a continuous panel, in line with the minimum radii and metal types published in the machine manual issued by the manufacturer of the panel-curving machine. Alternatively, if flat roll formed metal panels are installed on curved roof decks a panel stress calculation must be completed by a professional engineer prior to installation of metal panels.
  11. Mansards are considered part of the roof assembly.

9.2 Materials

9.2.1 Panels

  1. All metal roof panels over 300 mm (12”) in width must be roll-formed or factory-fabricated with stiffening ribs or striations.
  2. Panels fabricated with perforated fastening holes or slots must not exceed 9000 mm (30’) in length.
  3. Sheet steel, copper and zinc roof panels may be roll-formed to a maximum width of 500 mm (20”).
  4. Contractors must provide a mill certification for all metal roofing Projects installed under the RoofStar Guarantee Program. Mill certifications must confirm that the sheet metal used for forming metal panels and flashings conform to or exceed one of the following standards:
    1. Sheet Steel Materials
      1. Aluminum-zinc alloy coated steel sheet, 0.6858 mm (0.027", 24-gauge) thick, conforming to ASTM A792 / A792M-06 SS Grade 33, AZM150 (AZ50) coating. Thickness tolerance as per ASTM A924 / A924M-06 ±0.08 mm (0.003") for sheet widths not exceeding 1500 mm (60").

        Only PVDF coatings (polyvinylidene fluoride, also referred to as PVF2) may be used on Al-Zn steel stock acceptable for use in a RoofStar Guarantee.
      2. Galvanized steel sheet, 0.6858 mm (0.027", 24-gauge) thick, conforming to ASTM A653 / A653M-06 SS Grade 33, Z275 (G90) coating. Thickness tolerance as per ASTM A924 / A924M-06 ±0.08 mm (0.003") for sheet widths not exceeding 1500 mm (60").

        Only PVDF coatings (polyvinylidene fluoride, also referred to as PVF2) may be used on G90 galvanized steel stock acceptable for use in a RoofStar Guarantee.
    2. Non-Ferrous Materials
      1. Copper sheet, 0.56 mm (.0216" 16 oz.) thick, cold rolled roofing copper to ASTM B370-91. Maximum thickness tolerance ± 0.04 mm (0.0015)
      2. Zinc sheet, 0.81 mm (0.031") ± 0.03 mm thick, conforming to European Standard EN 988-1996. Zinc grade Z1 conforming to EN 1179 that is 99.995% minimum zinc content, with addition of copper-titanium alloys. Maximum thickness tolerance variation ± 0.03 mm (0.0012").

9.2.2 Roll-forming Machines

  1. Contractors who own metal panel machines are responsible to meet or exceed the panel machine maintenance standards as established by the roll form machine manufacturer.
  2. Site-forming metal panel machines must be certified annually by a third-party engineer. Machines must be serviceable, maintained and calibrated with supporting documentation. Records must be submitted to the RCABC annually.

9.2.3 Fasteners

  1. Fasteners used to secure metal flashings and clips must be compatible with the material they contact.
  2. Fasteners must be
    1. determined by the Design Authority
    2. appropriately sized, in both length and thread type, for the material to which they will be secured
    3. corrosion-resistant screws with a low-profile head (as specified by the Design Authority).
  3. High-domed gasketed cladding screws must be No. 8 or larger and should be the same colour as the flashing material.
  4. Sealed blind rivets are acceptable for securing two metal flashings together but must be used to secure flashings when the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”).
  5. Nails are not acceptable as fasteners.

9.2.4 Clips

In-seam (hidden) attachment clips may be a one-piece stationary design that provides a friction fit to the standing seam, which allows unlimited thermal movement of the panel along its length. Alternatively, attachment technology includes built in fastening strips that are formed along the panel seams during the roll forming process and two-piece floating clips that permit a greater range of thermal movement by allowing differential panel movement to take place between the two components of the clip.

  1. Clips must be
    1. proprietary (not shop fabricated) and must be acceptable to the roll form machine manufacturer, for use with the metal roofing systems.
    2. compatible with the metal panel and other materials they contact.
  2. Unless otherwise specified by the Design Authority, clips must be attached by at least two fasteners and have evenly spaced indents or guide holes for fastener placement. Attachment clips for metal roofing systems must be formed from
    1. Steel (Z275 or G90)(AZ50 or AZM150).
    2. Aluminum.
    3. Stainless Steel.
  3. EPDM foam pads used to support panel clips must be sufficiently dense and thick (after compression) to equal the thickness of the ventilation layer. See also 9.3.3 Panel Securement and 8.3.3 Separation and Ventilation Layers.

9.2.5 Sealants

  1. Sealants shall be
    1. non-hardening high quality butyl or polyurethane.
    2. available in either gun grade or sealant tape form.
    3. suitable for exterior use and able to resist the effects of weathering.
    4. compatible with, and able to adhere to, the materials to which they are applied.
  2. Sealants shall conform to any one of the following standards:
    1. CGSB 19-GP-5M, Sealing Compound, One Component, Acrylic Base, Solvent Curing
    2. CAN/CGSB-19.13, Sealing Compound, One Component, Elastomeric, Chemical Curing
    3. CGSB 19-GP-14M, Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing
    4. CAN/CGSB-19.24, Multi-Component, Chemical Curing Sealing Compound

9.3 Application

9.3.1 General

  1. Panels must be protected against condensation between adjacent surfaces. Retain factory packaging or provide other adequate covering until material is applied.
  2. Panels must be handled with non-marring slings and use a spreader bar for hoisting. If site formed panels are specified, coils must be protected from condensation and stacked in an upright manner.
  3. Sheet steel, copper and zinc roof panels must be installed with a continuous minimum tolerance gap of 1/8” between the heels of the panels.
  4. Concealed fasteners
    1. should provide clearance for the underside of the metal panel, and
    2. must be of a material compatible with the metal clip.

9.3.2 Panel Securement

See also 10.3.5 Perimeters and Walls, together with 13.3 Application for linear metal flashings.

  1. See Part 3 SECURING the ROOF ASSEMBLY for general panel securement standards.
  2. All metal panels must be mechanically secured against gravitational (drag) loads.
  3. When the roof is designed and constructed with a ventilation space (layer) immediately beneath the metal panels, panel clips must be secured using one of the following options:
    1. Standard-height clips (matching the height of panel seams) that are fully supported with a closed-cell EPDM foam pad
      1. fabricated
        1. with sufficient density and thickness (after compression) to equal the thickness of the ventilation layer.
        2. at least 18.75 mm (3/4”) larger, in width and length, than the bearing plate it will support.
      2. installed over a separation layer when the underlayment is bituminous.
    2. Clips fabricated 10 mm (3/8”) taller than the panel seams, secured with fasteners into their supports and fully embedded in a compatible sealant (see 9.2.5 Sealants). When this approach is used, the panels must be engineered to support anticipated live loads without deformation (ref. 9.1.1 (5)).
  4. Metal panels must be secured at, and engaged to, the eaves by a continuous metal hook strip (see ASM 10.1.1 Eave & Rake Flashing (Mechanical Seam)).

9.3.3 Panel Terminations

  1. All panel terminations at the top of a slope
    1. must be turned up (bread-panned) to match the panel seam height. Turned up corners (dog ears) are not to be cut.
    2. must be flashed with a positively shedding cap, hip or wall flashing (see 10.3.5 Perimeters and Walls).
  2. When panels terminate at the top of a Common Slope or Low Slope roof (slopes up to and less than 1:1 (12” in 12”)), they must be closed with additional metal Z-closure
    1. set in two (2) rows of gunnable sealant or sealant tape.
    2. fastened to the metal roof panel or fastened through the panel into the deck (when the fasteners are intended to serve as drag load securement).



10 PERIMETERS and WALLS

Following the typical sequence of construction, this Part pertains to flashings that are often but not always installed before panels – flashings at the eaves, gable (rake) edges, along adjoining walls, or along ridges and hips.

10.1 General

10.1.1 Design

  1. Linear metal flashings described in any Part of this Standard are considered necessary and integral to the scope of a Project designed and constructed to qualify for a RoofStar Guarantee. Furthermore, only new linear metal flashings may be specified and installed; reuse of any existing linear metal flashings is prohibited and may void the Guarantee. See also 1.6 RoofStar Guarantee: Coverage and Limitations.
  2. The Design Authority is responsible to specify continuity so that intersecting systems are positively connected. See 10.3.2 Sequencing.
  3. Flashings must be engineer-designed to resist wind uplift.
  4. Where exposed fasteners are not desirable, the design must utilize continuous ‘wind clips’ that secure the flashing along its lower edge (see ASM 10.1.1 Eave & Rake Flashing (Mechanical Seam)).
  5. All cap and hip flashings designed for Common Slope and Low Slope roofs (slopes up to but less than 1:1 (12” in 12”)) must be secured with hooked metal Z-closures which are
    1. set in two (2) rows of gunnable sealant or sealant tape.
    2. fastened through the metal roof panel into the deck.
  6. Cap and hip flashings designed for Steep Slopes (roofs with a slope greater than 1:1 (12” in 12”)) may be
    1. secured with metal Z-closures installed in keeping with the standards in 10.3.5.3(1).
    2. secured to the standing seams with acceptable fasteners. Further protection from the weather may be accomplished by turning down the hip or cap flashing turned down between panel ribs to close off openings.

10.2 Materials

10.2.1 Valley Protection Membrane

  1. See 8.2.1 Eave and Valley Protection for material requirements.

10.2.2 Metal Flashing Stock

  1. Flat stock used for flashing fabrication on metal roofing systems must meet or exceed
    1. the grade,
    2. design thickness (gauge), and
    3. finish quality

      of the metal roof panels. See 9.2.1 Panels.

10.2.3 Fasteners

  1. Fasteners used to secure linear metal flashings must be
    1. compatible with the material it contacts.
    2. appropriately sized, in both length and thread type, for the material to which they will be secured.
    3. corrosion-resistant screws with a low-profile head (as specified by the Design Authority).
  2. Sealed blind rivets are acceptable for securing two linear metal flashings together, but must be used to secure flashings when the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”).
  3. Nails and high-domed neoprene gasketed cladding screws are not acceptable as fasteners for securing perimeter and valley flashings, and must not be used when the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”).

10.2.4 Sealants

  1. Sealants shall be
    1. non-hardening high-quality butyl or polyurethane.
    2. available in either gun grade or sealant tape form.
    3. suitable for exterior use and able to resist the effects of weathering.
    4. compatible with, and able to adhere to, the materials to which they are applied.
  2. Sealants shall conform to any one of the following:
    1. CGSB 19-GP-5M, “Sealing Compound, One Component, Acrylic Base, Solvent Curing”.
    2. CAN/CGSB-19.13, “Sealing Compound, One Component, Elastomeric, Chemical Curing”.
    3. CGSB 19-GP-14M, “Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing”.
    4. CAN/CGSB-19.24, “Multi-Component, Chemical Curing Sealing Compound”.

10.3 Application

10.3.1 General

  1. Linear metal flashings must be attached with hidden metal cleats.
  2. On vertical applications with limited height, or on neoprene or EPDM form-flashings with aluminum flanges, blind rivets may be used as an alternative method of flashing attachment. Rivets shall be closed-end, dome-head type.
  3. High-domed gasketed cladding screws are not acceptable.
  4. Two rows of sealant are required for all metal valley and linear metal flashing overlaps.

10.3.2 Sequencing

  1. Projects must follow proper sequencing. This means that materials must be installed so that they interface with other materials, systems or assemblies, including those installed by other trades, in “shingle fashion” by positively overlapping them below or above. Occasionally, the coordination with other trades requires some adaptation to this standard. When that is the case, any Variance to proper detail sequencing must be approved by the Design Authority in writing.

10.3.3 [NOT USED]

10.3.4 [NOT USED]

10.3.5 Perimeters and Walls

10.3.5.1 Eave, Gable (Rake) and Wall Flashings

  1. Eaves flashings (see ASM 10.1.1 Eave & Rake Flashing (Mechanical Seam)) must
    1. be fabricated to hold the leading edge of the panel in place, and to allow for anticipated panel expansion.
    2. be installed over an underlying strip of eave protection membrane, which must extend
      1. onto the roof deck past the top edge of the flashing, and
      2. vertically onto the fascia (fully covered by the vertical leg of the metal flashing).
    3. extend onto the sloped deck or supporting member at least 75 mm (3”).
    4. be secured along the
      1. top flange with screws spaced in accordance with the engineered design but no further apart than 300 mm (12”) O.C.
      2. fascia utilizing a continuous clip fastened a maximum of 300 mm (12") O.C. (when external metal gutters are installed, see 9.3.2.2 below); eave flashings with a face less than 50 mm (2”) do not require a clip but must be alternatively fastened.
    5. overlaid with eave protection membrane.
  2. Where external metal gutters will be installed,
    1. the eave flashing should be installed to accommodate the gutter and hangar.
    2. and gutter hangars are to be fastened behind the eave flashing, the eave flashing does not require a continuous clip and may be face-screwed together with the gutter hangar.
  3. Gable and roof-to-wall flashings must
    1. be engineer-designed to withstand wind uplift.
    2. allow for expansion and contraction.
    3. be firmly secured
      1. to a wall using a concealed continuous clip fastened a maximum of 300 mm (12”) O.C. Exposed fasteners are not permitted.
      2. to the metal panels using
        1. a metal Z-closure set in two (2) rows of gunnable sealant or sealant tape and fastened through the metal roof panel into the deck.
        2. exposed fasteners installed through the flashing into panel ribs.

10.3.5.2 Valleys

10.3.5.2.1 Valley Protection Membrane
  1. Valley protection membrane must be installed in keeping with the requirements in 8.3.1.
10.3.5.2.2 Valley Flashings
  1. Drag load fastening is mandatory on all valleys.
  2. Metal valley panels must
    1. be installed shingle fashion.
    2. overlap the adjacent lower panel at least 200 mm (8").
    3. be sealed at the lapped joint with two horizontal rows of approved sealant.
  3. Valley dividers are required and must be a minimum of 25 mm (1") high, folded to a maximum of 60 degrees on the inside angle of the divider.
  4. Exposed valley widths must be a minimum 125 mm (5") from divider to metal roof panel on each side of the divider. Increased width is recommended in high snow load areas (see 1.3.3 High Snow Loads).
  5. Hooked metal valley sections (see ASM 10.3.1 Hooked Valley Flashing) must incorporate the following design and installation requirements:
    1. Metal roof panels must be fabricated with a built-in hook strip returned 37 mm (1 1/2") to
      1. form a water cut-off.
      2. hook onto the valley metal panel.
    2. Valley flashings must be fabricated with a continuous hook strip and a flange (for securement to the substrate) measuring at least 76 mm (3”) wide,
      1. fastened according to the specifications of the Design Authority.
      2. stripped in and sealed to the valley protection membrane with a self-adhered modified bituminous membrane measuring at least a 300 mm (12”) in width and applied to extend past the flashing fasteners by at least 38 mm (1 ½”).
    3. Reverse laps must be sealed with a membrane-compatible sealant.
  6. Unhooked metal valley sections (see ASM 10.3.2 Unhooked Valley Flashing) must incorporate the following design and installation requirements:
    1. Valley flashings must be
      1. hemmed with a return measuring at least 37 mm (1 1/2") to form a water cut-off.
      2. secured with continuous cleats
        1. fabricated from 26 Ga. flat metal stock (min. thickness).
        2. fabricated with a leg measuring at least 76 mm (3”) wide.
        3. fastened according to the specifications of the Design Authority.
        4. stripped in and sealed to the valley protection membrane with a self-adhered modified bituminous membrane measuring at least a 300 mm (12”) in width and applied to extend past the flashing fasteners by at least 38 mm (1 ½”).
    2. Reverse laps must be sealed with a membrane-compatible sealant.

10.3.5.3 Cap and Hip Flashings

See also 9.3.4 Panel Terminations.

  1. All cap and hip flashings installed on Common Slope and Low Slope roofs (slopes up to and less than 1:1 (12” in 12”)) must be hooked to metal Z-closures which are
    1. set in two (2) rows of gunnable sealant or sealant tape.
    2. fastened through the metal roof panel into the deck.
  2. Cap and hip flashings installed on Steep Slopes (roofs with a slope greater than 1:1 (12” in 12”)) may be
    1. hooked to a metal Z-closure installed in keeping with the standards in 10.3.5.3 (1).
    2. mechanically fastened to the standing seam with an acceptable fastener.
  3. For roof slopes up to 2:3 (8” in 12”), metal cap/hip flashing must extend a minimum of 150 mm (6") over metal roof panels, measured from the back pan, and extending on each side of the ridge/hip.
  4. For roof slopes equal to or greater than 2:3 (8” in 12”), the metal cap/hip flashing may be reduced by 75mm (3”) over metal roof panels, measured from the back pan and extending on each side of the ridge/hip.
  5. For roof slopes greater than 1:1 (12” in 12”), an underlying support at the centre of the ridge is required to support the ridge cap flashing.

10.3.5.4 Transitions with Waterproofing Systems

  1. Where two roof systems intersect, materials must be compatible with each other, or must be separated from contact by an intermediate separation layer.
  2. When a Waterproofing System transitions
    1. down a slope onto a lower Water-shedding System, the waterproofing membrane must lap over the Water-shedding System by no less than 50 mm (2").
    2. up a slope and beneath a Water-shedding System,
      1. the field membrane or membrane flashing must extend up the water-shedding slope at least
        1. 200 mm (8”), plus 75 mm (3”) for the overlap by the Water-shedding System, when measured vertically from the water plane, or 150 mm (6”) when measured vertically from the maximum water level.
        2. 300 mm (12”) plus 75 mm (3”) for the overlap by the Water-shedding System, when measured vertically from the water plane or maximum water level, in regions with typical heavy snow.
      2. the termination of the membrane on the slope must be mechanically secured, separately from the Water-shedding System.
      3. fasteners for the Water-shedding System must be at least 200 mm (8”) above the finished surface of the Waterproofing System (when measured vertically from the water plane), or 300 mm (12”) for regions with heavy snow.
      4. the metal roof system underlayment / eave protection must overlap lower Waterproofing System membrane flashing by a minimum of 100 mm (4"), and metal panels must overlap the Waterproofing System by at least 150 mm (6”). A metal counter-flashing with an exposure of at least 100 mm (4”) is required at the bottom termination of the metal panels.
    3. with a wall, wall membranes and finishes must positively lap membrane flashing by at least 75 mm (3").
  3. When a Waterproofing System transitions to a Water-shedding System by way of a built-in gutter, the gutter membrane must be carried up the slope (when measured vertically from the maximum water level)
    1. at least 150 mm (6”), or
    2. at least 300 mm (12”) in regions with typical heavy snow.

11 DRAINAGE and PENETRATIONS

11.1 General

This Part contains standards and references to membrane work that may be atypical of Architectural Sheet Metal System construction. These are nevertheless included to address situations where multiple types of roof systems intersect or overlap, or where membrane gutters are employed (see also 12.2 Built-in Membrane Gutters). The reader is advised to read this Part with consideration to the entire scope of the Project design and its construction. Other Standards for Waterproofing Systems may also apply.

11.1.1 Definitions

Curb
means an elevated box or platform that is supported by the roof structure, is protected from the weather and is used to support or surround building mechanical units, chimney vents, skylights or structural anchor points. The front of a curb is defined as the side facing down the slope; the back of a curb is defined as the side facing up the slope.

11.1.2 Design

  1. The design and placement of curbs, for skylights or penetrations, shall be the responsibility of the Design Authority.
  2. Curbs and penetration flashings are normally supplied or constructed by other trades but must be sealed by the Contractor.
  3. Curbs
    1. must be constructed to achieve a minimum height of 200 mm (8”) above the surface of the Finished Roof/Waterproofing Assembly (not including panel seam upstands) or highest point of a curb cricket.
    2. less than 900 mm (36”) in width may be designed with a cricket but require, as a minimum, a back-pan flashing.
    3. between 900 mm (36”) and 2400 mm (8’) in width require an architectural metal cricket with rigid support to prevent metal distortion.
    4. wider than 2400 mm (8’) must
      1. be designed to divert and drain the anticipated volume of water above the curb.
      2. incorporate a cricket, fully supported with insulation or framing and designed to direct water and snow to either side of the curb.
      3. incorporate a waterproofed gutter membrane installed over the cricket (See below. Also see 12.2 Built-in Gutters).
  4. A waterproofed gutter membrane around a curb
    1. shall have a minimum slope of 2%, along the up-slope face of the curb, to direct water around the curb and toward the eaves.
    2. should be continuous along the sides of the curb, as dictated by the curb size and roof slope, or fall
    3. must direct water onto the lower metal panels.
  5. Flexible boot flashings for pipe-type penetrations
    1. may be used for penetrations up to 150 mm (6”) in diameter.
    2. must be located at or near the centre of metal roof panels, measured between the upstands, to avoid interference with standing seams or panel ribs.
    3. must be located on a raised panel above seam height when a penetration interferes with standing seams or panel ribs.
    4. should be located near the upper end of a slope for long panels.
    5. may not be located on the water plane when the roof slope is less than 1:6 (2” in 12”).
    6. must be fastened with high-domed gasketed cladding screws placed no more than 38 mm (1 ½”) O.C.
    7. must be set in a bed of sealant.
  6. Any penetrations larger in diameter than 150 mm (6”), and all exhaust flues (B-vents), must be installed on curbs.
  7. Multiple penetrations that are clustered together should be kept in the same metal panel and independently flashed or incorporated in a common curb.

11.2 Materials

11.2.1 Membrane Flashing

  1. Membranes used to flash (strip in) penetrations shall be the same material used for eave and valley protection. Refer to 8.2 Materials (Part 8 EAVE PROTECTION and UNDERLAYMENT).

11.2.2 Roof Drains and Overflows

  1. Drains and overflows used in membrane gutters may be found in any of the Waterproofing Roof Systems Standards. The reader is advised to consult the relevant standard for design, material and application requirements.

11.2.3 Penetration Flashings

  1. Penetration flashings, regardless of their type, must be either
    1. proprietary to, or privately labeled for, the metal panel manufacturer, or
    2. specifically accepted by the RoofStar Guarantee Program.
  2. Penetration flashings should be selected for their ability to inhibit the intrusion of vermin and insects into the roof assembly and building interior.
  3. Mechanical penetration flashings:
    1. Lead plumbing vent flashings must each be
      1. fabricated with sheet lead material weighing no less than 14.65 Kg/m2 (3lb/sf).
      2. properly sized for the pipe.
      3. supplied with a settlement cap made from the same materials (the inside collar of the settlement cap must fit vertically inside the pipe opening by at least 25 mm (1”)).
    2. All metal penetration flashings (including mechanical exhaust vents but excluding natural airflow vents) must be
      1. manufactured with materials and methods that meet or exceed the requirements set out in CSA B272, Prefabricated Self-Sealing Roof Vent Flashings.
      2. permanently marked with the standard number.
      3. tested by an accredited third party to verify compliance with the required Standard.
      4. properly sized for the penetration, both in diameter and height.
      5. watertight and seamless or, in the alternative, fabricated with fully hot-welded joints.
      6. fabricated with a hot-welded or seamless flange at least 100 mm (4") wide, around the bottom of the flashing.
      7. flexible or sloped to suit the roof slope.
      8. fitted with a clamping galvanized storm collar or settlement cap.

        These flashings include, without limitation, galvanized B-vent and polymeric flashings.
  4. Natural air flow vents must be
    1. Type B or C ventilators manufactured to conform to or exceed the requirements set out in CAN3-A93-M82 (R2003) Natural Airflow Ventilator for Buildings.
    2. permanently marked with the standard number.
    3. tested by an accredited third party to verify compliance with the required Standard.
    4. fabricated from corrosion-resistant metal (painted or unfinished).
    5. manufactured with a base flange that measures
      1. at least 75 mm (3”) wide on the up-slope side of the flashing.
      2. at least 50 mm (2”) along the vertical sides, and along the bottom side of the flashing.
  5. Sheet lead flashings must be fabricated with sheet lead material weighing no less than 14.65 Kg/m2 (3lb/sf).
  6. B-vent and plumbing vent flashings must be at least 200 mm (8") in height, measured vertically from the surface of the Finished Roof/Waterproofing Assembly to the opening or top of the flashing.
  7. Goose-neck flashings must be fabricated to accommodate environmental conditions (wind and snow).
  8. Storm collars must be fabricated so that they slope downward approximately 45° from the penetration and are at least 50 mm (2”) wide.
  9. Chimney chase caps must be
    1. galvanized metal meeting the material standards for metal flashings in Part 13 METAL FLASHINGS.
    2. soldered at all joints in the water plane.
    3. fabricated with slope to shed water.

11.3 Application

11.3.1 General

11.3.2 Roof Drains and Drainage

11.3.2.1 General

11.3.2.2 [NOT USED]

11.3.2.3 [NOT USED]

11.3.2.4 [NOT USED]

11.3.2.5 [NOT USED]

11.3.2.6 External Metal Gutters

  1. External gutters and downspouts are not covered by the RoofStar Guarantee.
  2. Notwithstanding other standards in this Part, when a roof drains onto another roof, the drainage of water must be controlled to eliminate or mitigate damage from water flow . The use of splash pads, when appropriate for the location, is strongly recommended.
  3. The use of downspouts, installed by the Contractor or other trades and laid directly against the slope of the roof to connect an upper roof drainage to lower gutters, is acceptable under the RoofStar Guarantee Program, provided the material is strongly secured both at the top and the bottom, and the issue of dissimilar metal corrosion can be eliminated.

11.3.3 Penetrations and Vents

  1. Membrane protection for any penetration, regardless of its geometry, must
    1. extend
      1. at least 100 mm (4”) up the face of the penetration (on insulated assemblies).
      2. no higher than the top of a flexible boot penetration.
      3. to the top inside edge of curbs.
      4. onto field membranes by at least 150 mm (6”).
    2. be a high-temperature rated membrane.
  2. Each roof penetration must have its own flashing (except where a purpose-made flashing is designed for multiple penetrations), and must
    1. be suitable for the slope and penetration.
    2. be properly fitted to form or permit a seal around the penetration.
    3. incorporate properly fitted settlement caps (where applicable).
    4. not be used with multiple pipe roof penetrations.
  3. Penetration flashings must be located at least 300 mm (12”) away from any adjacent penetration, upstand, edge or wall. The separation space is measured between openings, excluding the flange. (see ASM 11.1.1 Pipe Flashing and ASM 11.1.2 Pipe Flashing, Split Panel).
  4. Any penetrations larger in diameter than 150 mm (6”), and all exhaust flues (B-vents), must be installed on curbs (see ASM 11.2.1 Curb, Split Panel).
  5. Pipe-type penetrations 150 mm (6”) or smaller in diameter do not have to be installed on curbs but may be flashed with flexible boot flashings for pipe-type penetrations 150 mm (6”) provided
    1. the penetration is fitted with a properly sized and caulked galvanized storm collar.
    2. the flexible boot flashing is
      1. located so as not to interfere with standing seams or panel ribs. If interference is unavoidable, incorporate the raised panel detail.
      2. oriented diagonally to promote drainage around the flashing base.
      3. set in a continuous bead of untooled sealant.
      4. fastened with gasketed screws spaced no more than 38 mm (1 ½ “) O.C.
      5. secured around the penetration with a stainless-steel clamping ring.
      6. sealed around the penetration joint with a bead of sealant.
    3. the plumbing trade (for new construction only) ensures the
      1. flashing is not distorted.
      2. storm collar is securely fitted and sealed.
  6. When a pipe-type penetration extends above the top edge of the roof flashing, the penetration must be fitted with at least one galvanized clamping storm collar; seal the top edge of the collar with an evenly applied, untooled bead of sealant at least 10 mm (3/8”) wide. When a double storm collar is specified, the collars must be approximately 25 mm (1”) apart, and each must be independently sealed.
  7. Where a purpose-made flashing does not fit the penetration, the joint between the penetration and the flashing must be sealed using one of the following methods:
    1. Fit a site-formed non-bituminous flexible roof membrane storm collar and secure it to the flashing and penetration with stainless steel clamps.
    2. Apply a shrink-wrapped termination secured with a stainless-steel mechanical compression strap.


    Regardless of the method, sealant must be applied between the penetration and the collar or shrink-wrapping.

11.3.4 Curbs

  1. In these Standards, the
    1. front of a curb is defined as the side facing down the slope.
    2. back of a curb is defined as the side facing up the slope.
    3. top of a curb is defined as the top-most face of the curb wall.
  2. All curb flashings shall be constructed on a split pan and affixed to the pan with blind rivets.
  3. Split pans must be
    1. secured to the roof structure, and to adjacent panels, with cleats that are fashioned from compatible metal and fastened to the structure with screws.
    2. hooked to the cleats, and to adjacent roof panels, shingle fashion with positive laps.
    3. sealed at each lap with two parallel untooled beads of sealant.
  4. All curbs must be fully flashed with a self-adhered underlayment membrane, which must extend to the top of the curb. Where possible, the membrane should extend across the top of the curb and terminate on the vertical inside face.
  5. Skylights
    1. installed on curbs meeting the minimum height requirements (see 11.1.2 Design) must be waterproofed and flashed in keeping with the Standards for curbs.
    2. with proprietary curbs must, regardless of their height, be sealed to the roof deck following the Standards for penetration and vent flashings.
  6. Back pan
    1. membrane protection must extend
      1. at least 100 mm (4”) up the face of the penetration (on insulated assemblies).
      2. to the top inside edge of curbs.
      3. 900 mm (36") up the slope from the curb transition.
      4. onto the field, past the curb at least 150 mm (6”).
    2. membrane protection must be a high-temperature rated membrane.
  7. Back-pan flashings for curbs up to 900 mm (36”) in width must extend
    1. past the edges of a curb by 100 mm (4”) but project no closer to the adjacent seam than 51 mm (2”).
    2. up the slope beneath the metal panels, to a point at least 150 mm (6”) (when measured vertically) from the base of the curb.
  8. Curbs with a width between 900 mm (36”) and 2400 mm (96") must be constructed with a cricket that
    1. is supported by rigid material to prevent metal distortion.
    2. is integrated with the curb flashing panels.
    3. extends up-slope from the back of the curb, beneath the metal panels to a point at least 150 mm (6”) (when measured vertically) from the base of the curb.
    4. has flanges which lap under the metal curb flashing at least 50 mm (2”).
    5. is closed at any seams with either of the following:
      1. welds.
      2. blind rivets, incorporating two beads/rows of sealant.
  9. Waterproofed gutter membranes for curbs wider than 2400 mm (96") must slope toward the eaves at least 2%, and shall
    1. extend up the slope at the back of the curb, beneath the metal panels, to a point at least 150 mm (6”) (when measured vertically) from the base of the curb.
    2. extend horizontally from the curb at least 250 mm (10”), to the nearest metal panel upstand.
    3. lap continuously on either side of the curb, and onto the down-slope metal panels.
    4. extend a minimum of 150 mm (6") over the lower metal roof panels, measured from the back pan.
  10. Fasteners for metal panels installed above the back of the curb must be placed 100 mm (4") or more above the curb base, when measured vertically.

12 OTHER DETAILS

12.1 Snow Guards

  1. While snow guards are not part of the roof system, they must
    1. not penetrate the metal roof assembly.
    2. be designed in consultation with the structural engineer for the metal roofing system.
  2. The decision to use, and / or the selection of snow guards, is the responsibility of the Design Authority. Neither the RoofStar Guarantee Program nor the Contractor will accept any responsibility for damage to, or failure of, the roof system caused by the use or absence of snow guards.

12.2 Built-in Gutters

12.2.1 Design

  1. When a built-in membrane gutter adjoins a RoofStar-guaranteed Water-shedding System, the gutter waterproofing must be constructed by the Contractor to be included by the RoofStar Guarantee. Built-in membrane gutters that drain a roof not covered by a RoofStar Guarantee are not eligible for a RoofStar Guarantee.
  2. Insulated Water-shedding Systems that drain into a built-in gutter must abut solid blocking at the gutter edge that provides
    1. a stop for the insulation assembly.
    2. a solid substrate for the securement of flashings and membranes.
  3. The Design Authority is responsible to design the gutter for its anticipated capacity, with consideration given to
    1. rainfall and snow load calculations for the building location.
    2. drain type, size and flow rate.
    3. size and placement of the overflow drain.


    For rainfall and snow load capacities, refer to the British Columbia Building Code, Div. B, Appendix C, Table C-2 which lists various types of loads, including rain and snow loads, for specific reference locations throughout the province.

  4. Only fully adhered membranes or acceptable metal gutter liners may be used in built-in gutters.
  5. The gutter membrane must be designed to extend up the slope (when measured vertically from the maximum water level)
    1. at least 150 mm (6”).
    2. at least 300 mm (12”) in regions with typical heavy snow.


    or to a point (when measured vertically) at least 600 mm (24”) from the inside face of the exterior wall of the building.

  6. New gutters shall be designed with a minimum width of 300 mm (12”) and a depth not exceeding the gutter’s width. At least 100 mm (4") clearance on the horizontal plane is required between any gutter wall and the
    1. the edge of the drain bowl for spun drains.
    2. the edge of the drain leader for flat spun or welded drains.


    Cast drains must be installed according to the requirements set out in 11.3.2 Roof Drains.

  7. To qualify for a RoofStar Guarantee, existing gutters should be redesigned if their capacity is undersized, but must nevertheless incorporate an overflow drain in keeping with the Standards in this Part. Where the primary drain in an existing gutter is undersized for the capacity of the gutter, the primary drain must be replace with a properly sized drain.
  8. An overflow drain must be located at least
    1. 100 mm (4”) above the primary gutter drain.
    2. 25 mm (1”) below any mechanical fasteners used to secure the adjoining roof assembly.
  9. For transitions between the built-in gutter and steep roof assemblies, refer to 10.3.5.4 Transitions with Waterproofing Systems.

12.2.2 Materials

NOTE: These material standards are applicable to membrane gutters for all membrane-based waterproofing systems; hence, references to various membrane types.

  1. Only EPDM, PVC, TPO, 2-ply modified bituminous membranes or reinforced PMMA are acceptable for this application:
    1. Single-ply non-bituminous membrane thickness must be no less than 60 mils (1.524 mm).
    2. 2-ply bituminous membranes must meet the minimum thickness requirements in 9.2.1 Composition, Thickness and Selection (RoofStar Guarantee Standards for SBS Modified Bitumen Membrane System).
    3. Reinforced PMMA liquid membrane systems approved for field use, applied on an accepted SBS-modified base membrane.
  2. A metal gutter liner may be fabricated from
    1. copper sheet material, incorporating soldered seams.
    2. stainless steel, incorporating welded seams.


See 12.2.3 Application below.

12.2.3 Application

  1. All gutter membranes must be installed according to the membrane manufacturer’s published instructions.
  2. Gutter membranes must be
    1. installed perpendicular to the gutter length.
    2. carried up an adjoining Water-shedding System (measured vertically from the maximum water level)
      1. at least 150 mm (6”), or
      2. at least 300 mm (12”) in regions with typical heavy snow.
    3. lapped under and sealed to the adjoining membranes at least 150 mm (6”).
    4. installed in keeping with Application requirements in this Manual.
  3. Gutter membranes must be mechanically secured at their terminations, both on the outside of the gutter edge and on the field. Fasteners securing the membrane on the field must be placed at least 150 mm (6”) above the maximum water level. Securement fastener spacing shall be no more than 300 mm (12”) O.C.
  4. Gutter drains and overflows must be installed in keeping with the design requirements outlined in 12.2.1 Design. Drain flanges that are bent to accommodate the side walls of the gutter must be mechanically fastened to the gutter wall before membrane application. Refer to the RoofStar Guarantee Standards for roof drains in any of the waterproofing roof assembly Guarantee Standards.
  5. A metal gutter liner
    1. fabricated from copper sheet material must incorporate soldered seams.
    2. fabricated from stainless steel must incorporate welded seams.
    3. must be installed
      1. over an adhered single-ply membrane no less than 2.3 mm (bituminous membranes) or 60 mils (non-bituminous membranes).
      2. with a separation layer between the membrane and the metal liner to prevent damage to the membrane caused by the liner at its joints.
  6. When an adjoining Water-shedding System is insulated (typically ASM only), the transition from gutter to the water-shedding assembly may require the use of tapered insulation incorporating a drainage plane between layers of tapered insulation. See ASM 12.1.2 Built-in Gutter Assembly for an illustrated example.

13 METAL FLASHINGS

13.1 General

This section pertains to linear metal flashings (different from penetration or ventilation flashings), fabricated from sheet metal in various lengths (segmented) and designed to divert water away from vulnerable surfaces (such as walls), or off the roof into a drainage system. Metal flashings also provide an aesthetic finish to the roof assembly. Refer also to Part 10 PERIMETERS and WALLS and Part 11 PENETRATIONS, CURBS and DRAINAGE).

Linear metal flashings include, without limitation,

  • Eave and rake edge flashing
  • Counterflashing
  • Head wall flashing
  • Fascia flashing
  • Valley flashing

13.1.1 Definitions

Refer to the Glossary for further definitions of key terms used in this Manual.

13.1.2 Design

  1. The Design Authority must specify
    1. metal type, painted finish and gauge (no less than 24-gauge)
    2. seam types (if required).
    3. length of flashings (if different from the RoofStar Guarantee Standards published in this Manual).
    4. method of attachment (concealed or exposed fasteners).
  2. Design drawings must detail metal flashing profiles desired for the Project.
  3. Roof materials that are UV-sensitive must be protected with metal flashings.
  4. Where a Water-shedding System adjoins a Waterproofing System, linear metal flashings used at the adjoining details must conform to the standards in Part 13 METAL FLASHINGS for the applicable waterproofing system.
  5. Where a parapet meets a Water-shedding System, the parapet shall be waterproofed in accordance with the RoofStar Guarantee Standards for the applicable waterproofing system used on the parapet. See also 10.3.6 Junctions with Waterproofing Roof Assemblies.
  6. For linear metal flashings applied to Waterproofing Systems, see Part 13 METAL FLASHINGS in the relevant Waterproofing Systems standards for roofs.

13.2 Materials

13.2.1 Sheet Metal Grade and Gauge

  1. Contractors must provide a mill certification for all metal roofing Projects installed under the RoofStar Guarantee Program. Mill certifications must confirm that the sheet metal used for forming metal panels and linear metal flashings conform to or exceed one of the following standards:
    1. Sheet Steel Materials
      1. Aluminum-zinc alloy coated steel sheet, 0.6858 mm (0.027", 24-gauge) thick, conforming to ASTM A792 / A792M-06 SS Grade 33, AZM150 (AZ50) coating. Thickness tolerance as per ASTM A924 / A924M-06 ±0.08 mm (0.003") for sheet widths not exceeding 1500 mm (60").
        Only PVDF coatings (polyvinylidene fluoride, also referred to as PVF2) may be used on Al-Zn steel stock acceptable for use in a RoofStar Guarantee.
      2. Galvanized steel sheet, 0.6858 mm (0.027", 24-gauge) thick, conforming to ASTM A653 / A653M-06 SS Grade 33, Z275 (G90) coating. Thickness tolerance as per ASTM A924 / A924M-06 ±0.08 mm (0.003") for sheet widths not exceeding 1500 mm (60").
    2. Non-Ferrous Materials
      1. Copper sheet, 0.56 mm (.0216" 16 oz.) thick, cold rolled roofing copper to ASTM B370-91. Maximum thickness tolerance ± 0.04 mm (0.0015).
      2. Zinc sheet, 0.81 mm (0.031") ± 0.03 mm thick, conforming to European Standard EN 988-1996. Zinc grade Z1 conforming to EN 1179 that is 99.995% minimum zinc content, with addition of copper-titanium alloys. Maximum thickness tolerance variation ± 0.03 mm (0.0012").
  2. Where a Waterproofing System adjoins and Architectural Sheet Metal System, linear metal flashings must be fabricated from 24-gauge steel stock.

13.2.2 Pre-painted Finishes

  1. When a painted finish on linear metal flashingsis specified, only PVDF pre-painted finishes are acceptable. Where a Waterproofing System adjoins an Architectural Sheet Metal System, painted adjoining flashings must be finished with PVDF.

13.2.3 Fasteners

  1. Fasteners used to secure metal flashings and clips must be compatible with the material they contact.
  2. Fasteners must be
    1. specified by the Design Authority and appropriately sized, in both length and thread type, for the material to which they will be secured.
    2. corrosion-resistant screws with a low-profile head.
  3. Cladding fasteners (screws) with gasketed washers, used as exposed fasteners for metal flashing, must be No. 8 or larger, and must be made of metal compatible with, and corresponding in colour to, the flashing material.
  4. Sealed blind rivets are acceptable for securing two metal flashings together but must be used to secure flashings when the roof is designed and constructed with a continuous or partial slope less than 1:6 (2” in 12”).
  5. Nails are not acceptable as fasteners.

13.2.4 Sealants

  1. Sealants shall be
    1. non-hardening high-quality butyl or polyurethane.
    2. available in either gun grade or sealant tape form.
    3. suitable for exterior use and able to resist the effects of weathering.
    4. compatible with, and able to adhere to, the materials to which they are applied.
  2. Sealants shall conform to any one of the following:
    1. CGSB 19-GP-5M, Sealing Compound, One Component, Acrylic Base, Solvent Curing.
    2. CAN / CGSB-19.13, Sealing Compound, One Component, Elastomeric, Chemical Curing.
    3. CGSB 19-GP-14M, Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing.
    4. CAN / CGSB-19.24, Multi-Component, Chemical Curing Sealing Compound.

13.3 Application

13.3.1 Fabrication

  1. Drip edges are not required, but strongly recommended for flashings around the outside perimeter of a building, in order to protect wall finishes, and when drip edges are used they must extend at least 12 mm (1/2”) from the vertical face.
  2. All flashings, regardless of their profile or application, must be hemmed.
  3. The vertical leg of any metal flashing that overlaps roofing material must be at least 75 mm (3") in height, exclusive of the drip or hemmed edge, when measured between each break.

13.3.2 Securement and Seams

  1. Unless otherwise stated in this Standard, all linear metal flashings must be secured with hidden clips
    1. fabricated from flat metal stock 24-gauge or heavier.
    2. fastened no more than 75 mm (3") from the return (connecting hook).
    3. that engage the flashing by no less than 12 mm (½").
  2. Except for metal valley flashings (see 10.3.5.2.2 Valley Flashings), linear metal flashings may be overlapped rather than seamed. Each overlap must be no less than
    1. 100 mm (4”) when fully caulked in the lap.
    2. 150 mm (6”) when installed without caulking in the lap.
    3. Sealants used in exposed locations must be tooled to positively shed water.

14 [NOT USED]



ASM Roof Systems

Accepted Materials

© RCABC 2020
No reproduction of these Standards, in whole or in part, is lawful without the expressed permission of the RGC Guarantee Program.