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Wayne Yancey
Senior Member
Username: wayne_yancey

Post Number: 111
Registered: 01-2008
Posted on Thursday, October 02, 2008 - 07:05 pm:   Edit PostDelete PostPrint Post

I have new project in FLA and I do not experience with what is best practice for exterior glass protection for a one story commercial building. Exterior wall will be insulated precast tilt-up panels (sandwich) and double T precast roof deck/topping/FMG FM-120 roof system.

shutters in their various forms (roll, accordion)?

Impact resistant IGU with laminated glass on the outboard light / 1/2" air space / monolithic glass for inboard light (M-D Cty labelled)?

Film(s)?

Found this statement online:

"DADE COUNTY CODE STANDARDS FOR HURRICANE PROTECTION
Since Hurricane Andrew, new building codes and requirements have been mandated and are active in many states to provide better hurricane protection for property, possessions and family. New building codes and requirements have been enacted in several states. The Florida Building Code that went into effect on March 1, 2002, means much more strict requirements for homeowners and builders. Builders in coastal counties will be required to strengthen houses to withstand winds of 110 to 150 miles per hour depending on approved hurricane shutters or impact resistant windows and Impact doors for Hurricane Protection. Make sure your hurricane shutters, hurricane windows, and impact doors meet all code requirements so you and your family can have proper hurricane protection."

Thanks

Wayne
Jerome J. Lazar, RA, CCS, CSI, SCIP
Senior Member
Username: lazarcitec

Post Number: 588
Registered: 05-2003
Posted on Thursday, October 02, 2008 - 08:19 pm:   Edit PostDelete PostPrint Post

Wayne
Where in Florida?
What will building be used for?
If you spec impact glass, why would u need shutters?
Roll up or sectional doors in galv steel have product approval.
Also be aware the current code is FBC 2004 and on Mar 1, the 2007 FBC goes into effect.
John Bunzick, CCS, CCCA, LEED AP
Senior Member
Username: bunzick

Post Number: 975
Registered: 03-2002
Posted on Friday, October 03, 2008 - 09:23 am:   Edit PostDelete PostPrint Post

Jerome is right. If the project is within the coastal hurricane zone (defined in the code) you will need to have either hurricane shutters, or missile-impact-tested fenestration. In either case, the fenestration products will need to meet pretty high wind speed requirements that prevail across the state.
Jerome J. Lazar, RA, CCS, CSI, SCIP
Senior Member
Username: lazarcitec

Post Number: 589
Registered: 05-2003
Posted on Friday, October 03, 2008 - 09:32 am:   Edit PostDelete PostPrint Post

Wayne, try googling "Florida Wind Zone Map" that will show you roughly which areas must meet the higher wind zones and you need to contact the municipality's CBO to confirm what wind speed they are permitting for, the CBO in Florida makes the ultimate decision.
Jerome J. Lazar, RA, CCS, CSI, SCIP
Senior Member
Username: lazarcitec

Post Number: 590
Registered: 05-2003
Posted on Friday, October 03, 2008 - 10:05 am:   Edit PostDelete PostPrint Post

Wayne - Recommended Reading:
http://www.aamanet.org/upload/CodeArena_5_06.pdf
http://www.boaf.net/pdf/PAGuidelines-Final.pdf
Wayne Yancey
Senior Member
Username: wayne_yancey

Post Number: 112
Registered: 01-2008
Posted on Friday, October 03, 2008 - 10:35 am:   Edit PostDelete PostPrint Post

I have to come clean.

The client is in FLA but the project is in Atlanta. The client wants to impliment the equal of Miami-Dade County requirements for hurricane protection of the glazing. The project is a mission critical facility that operates 24/7, 365. The quantity of roll shutters or overhead coiling doors seem cost prohibitive. We do other projects in FLA that are not as misision critical that have used IGUs consisting of consist of two identical panes of laminated glass that in turn consists of two identical plies of regular, heat strengthened or fully tempered glass (perscriptive method as described in the AAMA article proivded by Jerome).

Thanks. Glass it is.
Jerome, your information will serve us well for future FLA and Texas projects. I will share it with my spec group. We also have offices in Dallas and Houston.

Wayne
Jerome J. Lazar, RA, CCS, CSI, SCIP
Senior Member
Username: lazarcitec

Post Number: 591
Registered: 05-2003
Posted on Friday, October 03, 2008 - 10:49 am:   Edit PostDelete PostPrint Post

Wayne, you have a wise client, I have a buddy, a WP consultant who has spent the past week in Galveston/Houston doing some insurance inspections, from his stories its amazing how little respect is given to the fury of hurricanes in that area, we know this all too well in South Florida.
BTW, I strongly recommend getting a Florida based WP consultant on your team for future FL work, we are seeing more and more mold issues due to stucco delamination and improper WP & Roof installations; for the extra $$, the extra set of eyes to review documents can't be beat, it amazes us how to this day, our clients continue to assume that the WP they used on one building can be copied for another.
Good luck on your Atlanta project.
Wayne Yancey
Senior Member
Username: wayne_yancey

Post Number: 113
Registered: 01-2008
Posted on Friday, October 03, 2008 - 11:22 am:   Edit PostDelete PostPrint Post

Jerome,

Our WP consultant of choice in Seattle is Morrison Hershfield who also have offices and WP consulting services in Atlanta headed up by Chris Norris and offices in Florida. Please forward the contact name / firm name of your WP consultant buddy based in Florida.

Thanks for your assistance.

Wayne
Jerome J. Lazar, RA, CCS, CSI, SCIP
Senior Member
Username: lazarcitec

Post Number: 592
Registered: 05-2003
Posted on Friday, October 03, 2008 - 11:31 am:   Edit PostDelete PostPrint Post

As a point of note, I've worked with many non-Florida based consultants in the past, and 90% of the time I have to instruct them on the uniqueness of Florida Construction, it does get old and frustrating when they undoubtably know much more than I, the last one adamant that the only way to get stucco to bond to masonry block was to use metal lath, on the ocean no less, ROFLOL.
Jerome J. Lazar, RA, CCS, CSI, SCIP
Senior Member
Username: lazarcitec

Post Number: 593
Registered: 05-2003
Posted on Friday, October 03, 2008 - 11:32 am:   Edit PostDelete PostPrint Post

Wayne
What is your email address?
Russell W. Wood, CSI, CCS
Senior Member
Username: woodr5678

Post Number: 126
Registered: 11-2003
Posted on Friday, October 03, 2008 - 11:39 am:   Edit PostDelete PostPrint Post

With all due respect...we've had clients in the past wanting to build to Dade Product Approval levels, but in the end they just couldn't afford it. So we always had to scale down. And I'm talking in central or northern Florida.
Wayne Yancey
Senior Member
Username: wayne_yancey

Post Number: 114
Registered: 01-2008
Posted on Friday, October 03, 2008 - 11:57 am:   Edit PostDelete PostPrint Post

wayne.yancey@callison.com

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