13.07.2015 Views

47.5 MB - The Whole Building Design Guide

47.5 MB - The Whole Building Design Guide

47.5 MB - The Whole Building Design Guide

SHOW MORE
SHOW LESS
  • No tags were found...

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Table 3-8: Checklist for <strong>Building</strong> Vulnerability of Critical Facilities Exposed to High Winds (continued)Vulnerability Sections Guidance Observations<strong>Building</strong> EnvelopeDoes the existing building haveoperable windows?Are there existing exterior non-loadbearingmasonry walls?Are there existing brick veneer, EIFS,or stucco exterior coverings?Are existing exterior walls resistant towind-borne debris?Are there existing ballasted single-plyroof membranes?Does the existing roof haveaggregate surfacing, lightweightpavers, or cementitious-coatedinsulation boards?Does the existing roof have edgeflashing or coping?Does the existing roof systemincorporate a secondary membrane?Does the existing building have a brittleroof covering, such as slate or tile?Section 3.3.3 (continued)If an older building, evaluate its wind-drivenrain resistance.If the building is in a hurricane- or tornadoproneregion, strengthen or replace.If the building is in a hurricane-prone region,evaluate attachments. To evaluate windresistance of EIFS, see ASTM E 2359 (2006).If the building is in a hurricane-prone region,consider enhancing debris resistance, particularlyif dealing with an important critical facility.Determine if they are in compliance with ANSI/SPRI RP-4. If non-compliant, take corrective action.If the building is in a hurricane- prone region,replace the roof covering to avoid blow-off.Evaluate the adequacy of the attachment.If not, and if the building is in a hurricane-proneregion, reroof and incorporate a secondarymembrane into the new system.If the building is in a hurricane-prone region,consider replacing with a non-brittle covering,particularly if it is an important critical facility.Exterior-Mounted Mechanical EquipmentIs there mechanical equipmentmounted outside at grade or theroof?Are there penetrations through theroof?Is the site in a hurricane-proneregion?Anchor the equipment to resist wind loads (Section3.3.4.1). If there is existing equipment,evaluate the adequacy of the attachment, includingattachment of cowlings and access panels.<strong>Design</strong> intakes and exhausts to avoid waterleakage (Section 3.3.4.1).If yes, place the equipment in a penthouse, ratherthan exposed on the roof (Section 3.4.4.2).MAKING CRITICAL FACILITIES SAFE FROM High Wind3-151

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!