CSA SPE-900-2013 Solar photovoltaic rooftop-installation best practices guideline (First Edition).pdf
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1、SPE-900-13Solar photovoltaic rooftop-installation best practices guidelineLegal NoticeThis document is provided by the Canadian Standards Association (operating as “CSA Group”) as a convenience only. Disclaimer and exclusion of liabilityThis document is provided without any representations, warranti
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13、ance of the terms and conditions of this Legal Notice.Standards Update ServiceSPE-900-13June 2013Title: Solar photovoltaic rooftop-installation best practices guidelinePagination: 72 pages (viii preliminary and 64 text), each dated June 2013To register for e-mail notification about any updates to th
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15、ow we protect your personal information.TMA trade-mark of the Canadian Standards Association, operating as “CSA Group”Published in June 2013 by CSA GroupA not-for-profit private sector organization5060 Spectrum Way, Suite 100, Mississauga, Ontario, Canada L4W 5N61-800-463-6727 416-747-4044Visit our
16、Online Store at shop.csa.caSPE-900-13Solar photovoltaic rooftop-installation best practices guideline100%ISBN 978-1-77139-260-0 2013 CSA GroupAll rights reserved. No part of this publication may be reproduced in any form whatsoever without the prior permission of the publisher.To purchase standards
17、and related publications, visit our Online Store at shop.csa.ca or call toll-free 1-800-463-6727 or 416-747-4044.CSA Group prints its publications on Rolland Enviro100, which contains 100% recycled post-consumer fibre, is EcoLogo and Processed Chlorine Free certified, and was manufactured using biog
18、as energy.June 2013 iiiContents 2013 CSA Group Solar photovoltaic rooftop-installation best practices guidelineSubcommittee on Best Practices for Solar Photovoltaic (PV) Rooftop Installations viPreface viii1Scope 12 Reference publications 23 Definitions 34 Structural requirements 64.1 General 64.2 S
19、tructural loads 74.2.1 General 74.2.2 Solar loading on a rooftop 74.2.3 Dead loads 74.2.4 Live loads due to use and occupancy 74.2.5 Live loads due to snow, ice, and rain 84.2.6 Live loads due to wind 94.2.7 Live loads due to earthquakes for Part 4 buildings and jurisdictions requiring earthquake de
20、sign for residential structures 114.2.8 Importance factors for Part 4 buildings 124.2.9 Load combinations 124.3 Design and structural resistance of photovoltaic modules and racks 124.3.1 Component durability 124.3.2 Component and connection strength and deflection 124.3.3 Ballasted racks 124.3.4 The
21、rmal expansion and contraction of racks 134.4 Design and resistance of building components 134.4.1 General 134.4.2 Wood frame (Part 9 and Part 4) 144.4.3 Prefabricated wood trusses 144.4.4 Open-web steel joists (OWSJ) 154.4.5 Steel frame, steel deck, and/or standing seam roofs 164.4.6 Concrete suspe
22、nded slabs and pre-stressed hollow core slabs 164.4.7 Masonry walls 174.4.8 Lateral load resisting systems 174.4.9 Cladding 184.4.10 Foundations 184.5 Existing buildings 194.5.1 General 194.5.2 Site investigation checklist 194.5.3 Design criteria for buildings designed to previous codes Upgrades 204
23、.6 Inspection 204.6.1 General 204.6.2 Pre-commissioning inspection 204.6.3 Building inspection 204.6.4 Array inspection 214.7 Drawings 224.7.1 Minimum requirements for mechanical installation drawings 224.7.2 Minimum requirements for permit drawings 23SPE-900-13 2013 CSA Groupiv June 20135 Waterproo
24、fing and durability evaluation of photovoltaic integration on commercial roofs 245.1 General 245.2 Checklists 246Roof access 246.1 General 246.2 Access, pathways, and smoke ventilation 256.2.1 General 256.2.2 Residential detached, semi-detached, and attached dwellings 256.2.3 Buildings others than r
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