Difference between revisions of "Materials:(Eby) Zimmerman SS1500"
Difference between revisions of "Materials:(Eby) Zimmerman SS1500"
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| − | Manufacturer: | + | __NOTOC__ |
| + | __NONUMBEREDHEADINGS__ | ||
| + | {| class="wikitable" | ||
| + | |- | ||
| + | | style="background-color: #ffffcc; column-width:100%" | The metal panel listed and described below is accepted for use in the '''''RoofStar Guarantee Program'''''. | ||
| + | |} | ||
| + | {| class="wikitable" | ||
| + | |- | ||
| + | | | ||
| + | ;'''Manufacturer''': Eby & Sons Construction Ltd. | ||
| + | ;'''Contact Address''': See the current Membership list and contact information at [http://www.rcabc.org/members/find-a-member/ www.rcabc.org] | ||
| + | ;'''Product Group - Standing Seam Metal Roof System''': Zimmerman SS1500 | ||
| − | + | The roofing assembly / material information published below and in the [http://{{SERVERNAME}}/index.php?title=Main_Page RCABC Roofing Practices Manual] DOES NOT represent a complete set of the manufacturer's published data, nor does it represent a detailed specification. The preparation of a detailed specification is the responsibility of the design authority. For more information about this product or system, consult the manufacturer. | |
| + | |} | ||
| − | + | ====OVERVIEW==== | |
| + | The Zimmerman SS1500 is an on-site continuous panel metal roofing machine. Panel profiles vary from 300 mm (12") to 500 mm (20") wide with a standing seam height of 38 mm (1½"). | ||
| − | ; | + | This on–site manufacturing eliminates the need for end laps, with continuous panel forming capabilities in lengths up to 15 – 24 m (50’). |
| − | The | + | ====SYSTEM DESCRIPTION==== |
| + | #'''General''': Standing seam panels employ a hidden fastening system for securement to a solid substrate. The maximum spacing of the clips is 600 mm (24") on centre. The panels are locked together, with the clips as part of the seam, by use of a mechanical seamer. | ||
| + | #'''Range of application''': On wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction. Plywood decking is to be nominal 13mm (½") thick or thicker. | ||
| + | #'''Panel Attachment''': | ||
| + | ::* '''Fasteners (Screws)''': Fasteners used to attach panels to plywood to be #8 x 1" long pancake head, A-point, coated steel screw. Minimum 2 screws per clip. For steel decking or Z-girts, #8 x 1" long pancake head, having a self-drill and tap point, minimum 2 screws per clip. | ||
| + | ::* '''Roof Deck Fasteners (Panel Clips)''': One piece clip 64 mm (2½") wide by 38mm (1½") high with a 16 mm (5/8") base. The minimum thickness is 22 gauge metal; fastened to a plywood deck 600 mm (24") on centre. Custom-Built 2SS RC1.5" standing seam roof clip. | ||
| − | + | ====PROFILE==== | |
| + | N/A | ||
| − | + | ====TECHNICAL DATA SHEET==== | |
| − | + | N/A | |
| − | 1. | + | ====SITE CONDITIONS==== |
| − | : | + | Minimum roof slope is 1:4 (3" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12"). |
| − | + | ====PERFORMANCE REQUIREMENTS==== | |
| − | + | #'''Wind Uplift Standards''': Engineered designs to resist wind uplift may refer to the British Columbia Building Code, Div. B, Appendix C, Table C-2 which lists various types of loads, including wind loads, for specific reference locations throughout the province. See also [http://{{SERVERNAME}}/index.php?title=ASM_Application_Guides_and_Notes Guides and Notes (Wind Resistance)] for a simplified calculation procedure. Regardless of the resources indicated here, the Design Authority is responsible to perform accurate wind load calculations and specify securement requirements. | |
| − | + | #'''Materials''':RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the [http://rpm.rcabc.org/index.php/RoofStar_Guarantee_Standards_for_ASM_Roof_Assemblies RoofStar Guarantee Standards for ASM Roof Assemblies]. | |
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Revision as of 18:29, 25 September 2018
| The metal panel listed and described below is accepted for use in the RoofStar Guarantee Program. |
The roofing assembly / material information published below and in the RCABC Roofing Practices Manual DOES NOT represent a complete set of the manufacturer's published data, nor does it represent a detailed specification. The preparation of a detailed specification is the responsibility of the design authority. For more information about this product or system, consult the manufacturer. |
OVERVIEW
The Zimmerman SS1500 is an on-site continuous panel metal roofing machine. Panel profiles vary from 300 mm (12") to 500 mm (20") wide with a standing seam height of 38 mm (1½").
This on–site manufacturing eliminates the need for end laps, with continuous panel forming capabilities in lengths up to 15 – 24 m (50’).
SYSTEM DESCRIPTION
- General: Standing seam panels employ a hidden fastening system for securement to a solid substrate. The maximum spacing of the clips is 600 mm (24") on centre. The panels are locked together, with the clips as part of the seam, by use of a mechanical seamer.
- Range of application: On wood or metal sloped roofs; in commercial, institutional, industrial and residential construction; for re-roofing or new construction. Plywood decking is to be nominal 13mm (½") thick or thicker.
- Panel Attachment:
- Fasteners (Screws): Fasteners used to attach panels to plywood to be #8 x 1" long pancake head, A-point, coated steel screw. Minimum 2 screws per clip. For steel decking or Z-girts, #8 x 1" long pancake head, having a self-drill and tap point, minimum 2 screws per clip.
- Roof Deck Fasteners (Panel Clips): One piece clip 64 mm (2½") wide by 38mm (1½") high with a 16 mm (5/8") base. The minimum thickness is 22 gauge metal; fastened to a plywood deck 600 mm (24") on centre. Custom-Built 2SS RC1.5" standing seam roof clip.
PROFILE
N/A
TECHNICAL DATA SHEET
N/A
SITE CONDITIONS
Minimum roof slope is 1:4 (3" in 12"). Severe conditions (heavy snow or ice) minimum slope is 1:1.5 (8" in 12").
PERFORMANCE REQUIREMENTS
- Wind Uplift Standards: Engineered designs to resist wind uplift may refer to the British Columbia Building Code, Div. B, Appendix C, Table C-2 which lists various types of loads, including wind loads, for specific reference locations throughout the province. See also Guides and Notes (Wind Resistance) for a simplified calculation procedure. Regardless of the resources indicated here, the Design Authority is responsible to perform accurate wind load calculations and specify securement requirements.
- Materials:RoofStar (RGC) accepted metal panel systems shall be formed of steel conforming to the standards published in the RoofStar Guarantee Standards for ASM Roof Assemblies.