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HomeMy WebLinkAboutProduct Approval-shuttersCopy Florida Building Code Online FtCAIOA OLPAPTMGNT OF Business & Professional Regulation 8CIS Home i Log In User Registration Hot Topics FI lida .. Pr https://www ®Product Approval ®USER: Public User Product Approval Menu > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method rn Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map Links Search Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL16293-Rl Revision 2014 Approved Hurricane Storm Panel MFG. Inc. 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 (321)409-2900 aarongallagher428@yahoo.com Aaron Gallagher aarongallagher428@yahoo.com Aaron Gallagher 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 (321) 409-2900 aarongallagher428@yahoo.com Aaron Gallagher 1720 Main St. NE. Unit 1 Palm Bay, FL 32905 (321) 409-2900 aarongallagher428@yahoo.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer s Evaluation Report - Hardcopy Received Robert 1. Amoruso, P.E. PE-49752 National Accreditation and Management Institute 12/31/2016 Charles A. Pagen P. E., Ph. D. Fenestration Technology Validation Checklist - Hardcopy Received FL16293 R1 COI CofI 2210 Revl 415-0109 HSPM0001 ss.odf Standard ASTM E1886 ASTM E1886 ASTM E1996 ASTM E330 ASTM E330 TAS 201 TAS 202 Year 2002 1997 2002 2002 1997 1994 1994 ipnGWmdGLpDPFotbgSQmfR3bK%2b%2f5PDun6�v%3d%3d 1/2 BW2016 Florida Building Code Online TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16293 R1 Eauiv EER 2210 Revl 413-0303 HSPM0001 ss Ddf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/30/2015 05/04/2015 05/14/2015 08/ 19/2015 FL # Model, Number or Name Description 16293.1 HVHZ Impact Storm Panel HVHZ Impact Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16293 Rl II HSPM0001 RevBIodf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. FL License No. 49712 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Drawing for Design Pressures. FL16293 Rl AE PER 2210 Revl 415- 0109 H5PM0001 ss.Ddf Created by Independent Third Party: Yes Rack i�;ert Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCheck Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsNc735fObMipnGWmdGLpDPFotbgSQmfR3bK%2b%2f5PDun6w%3d%3d 212 HURRICANE STORM PANEL MANUFACTURING HYHZIMPACT STORMPANEL GENERAL NOTES: INSTALLATIONANCHORAGE DETAILS INSTALLATION NOTES: 1. THIS PRODUCT HAS BEEN TESTED AND IS DESIGNED TO COMPLY WITH THE OPENING PROTECTION REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES INCLUDING THE HIGH VELOCITY HURRICANE ZONE 1. SEE ANCHOR SCHEDULE ON SHEET 7 OF 7 FOR ALLOWED FASTENERS, MINIMUM EMBEDMENT, MINIMUM (HVHZ- LMI) AND WIND BORNE DEBRIS AREA (WIND ZONE 4, MISSILE LEVEL D). EDGE DISTANCE AND REQUIRED ON CENTER (D.C.) ANCHOR SPACING. 1.1. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT # ATLNC 0428.01-04 AND ATLNC 0428.03-04 DATED 0528/04, AND ATLNC 0224.01-09 AND ATLNC 0224.02-09 DATED 02125/09 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3. PANEL MATERIAL 0.050 3105-H14 ALUMINUM ALLOY OR 24 GA. (0.023- MIN.) STEEL WITH Fy - 53 KSI AFTER ROLLING, CONFORMING TO ASTM A•446 STRUCTURAL QUALITY STEEL, GRADE C MIN. WITH A G60 MIN. COATING OF GALVANIZED STEEL 4. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. S. AT LEAST ONE WARNING NOTE PER OPENING MAY BE PLACED IN A CONSPICUOUS LOCATION ON THE PANEL SYSTEM ADVISING THE HOMEOWNER OR TENANT THAT THE PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL PANELS AND FASTENERS ARE INSTALLED AS SHOWN HEREIN AND WARN INSTALLER IN THE SAME MANNER THAT HANDLING PANEL WITHOUT PROTECTIVE GLOVES COULD CAUSE INJURY. 6. THE IMPACT PROTECTIVE SYSTEM SHALL BE INSTALLED IN A MANNER TO COMPLETELY COVER THE ENTIRE FENESTRATION (WALL OPENING) IN ALL DIRECTIONS. 7. WHEN INSTALLED AS INDICATED, THE PRODUCT HEREIN IS CONSIDERED A NON -POROUS IMPACT PROTECTIVE SYSTEM. 7.1. WHEN USED OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ), NO MINIMUM SEPARATION FROM THE PROTECTED FENESTRATION ASSEMBLY IS REQUIRED. HOWEVER THE MANUFACTURER SUGGESTS A MINIMUM SEPARATION OF 1 INCH., THE SEPARATION TABLE SHOWN ON SHEET 6 CAN BE USED TO PROVIDE A SEPARATION DISTANCE IF DESIRED BY THE USER. 7.2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), A MINIMUM SEPARATION DISTANCE AS SHOWN IN THE SEPARATION TABLE ON SHEET 6 MEETING THE REQUIREMENTS OF CHAPTER 24 OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL BE MAINTAINED. S. THE PRODUCT DESCRIBED HEREIN IS DESIGNED FOR USE AS A IMPACT RESISTANT COVERING DURING PERIODS OF HIGH WINDS. THE STORM PANEL IS TEMPORARY AND REMOVABLE AND NOT INTENDED TO BE A PERMANENT PART OF THE STRUCTURE (ALTHOUGH THE INSTALLATION ANCHORS SHALL REMAIN A PERMANENT PART OF THE STRUCTURE). 9. MAXIMUM PANEL SIZE: SEE CHARTS ON SHEET 6. 10. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 11. THE DRAWING SECTIONS HEREIN DEPICT TYPICAL CONCRETE / MASONRY AND WOOD INSTALLATION ANCHORAGE CONNECTIONS, THESE DETAILS MAY BE USED INTERCHANGEABLY AS FIELD CONDITIONS DICTATE. 12. A PERMANENT LABEL IN ACCORDANCE WITH CHAPTER 17 OF THE CURRENT EDITION OF THE FBC AND CHAPTER 6 OF THE CURRENT EDITION OF THE FRC SHALL BE PLACED ON THE IMPACT RESISTANT COVERINGS AND SHALL FACE THE EXTERIOR OR OUTSIDE. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 - GENERAL & INSTALLATION NOTES & ELEVATION 2 VERTICAL SECTIONS 3 VERTICAL SECTIONS 4 VERTICAL & HORIZONTAL SECTIONS 5 COMPONENTS 6 PANEL DP SCHEDULE & SEPARATION SCHEDULE 7 ANCHOR SCHEDULE &EGRESS SHUTR ASSEMBLY TE DESIGN PRESSURE RATING (PSF) SEE CHARTS ON SHEET 6 2. INSTALLATION ANCHORS SHALL BE 3 INCHES FROM TRACK EDGE, 12 INCHES OR 8 INCHES MAXIMUM ON CENTER AS REQUIRED BY THE ANCHOR SCHEDULE ON SHEET 7 OF 7. 3. MINIMUM EDGE DISTANCE AND EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). 4. FOR CONCRETE BLOCK APPLICATIONS, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 6. INSTALLATION ANCHOR COMPACRIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 6.1. WOOD -MINIMUM SPECIFIC GRAVITY IS 0.42. 6.2. CONCRETE- MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SHOWN IN ANCHOR SCHEDULE ON SHEET 7. 6.3. MASONRY. STRENGTH COMFORMANCE TO ASTM C-90. 7. STORM SHUTTER END CLOSURE: 7.1. NON -HIGH VELOCITY HURRICANE ZONE (HVHZ) INSTALLATIONS. 7.1.1. END CLOSURE IS OPTIONAL. 7.2. HIGH VELOCITY HURRICANE ZONE (HVHZ) INSTALLATIONS. 7.2-1. STORM SHUTTERS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS. 7.2.2. ON ANY SIDE OF AN OPENING, THE MAXIMUM SIDE CLEARANCE BETWEEN THE SHUTTER AND A WALL OR INSET SURFACE SHALL BE 1/4 INCH. ANY DISTANCE IN EXCESS OF 1/4 INCH SHALL REQUIRE END CLOSURE OR SHUTTER OVERLAP, WHERE APPLICABLE. 7.2.3. SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE SHUTTER AND WALL. TNLJMIIGU tYIUII, a En Q O-' O ELEVATION ONE FASTENER REWIRED AT APPROXIMATE MID -POINT OF LAP JOINT, SEE PANEL LAP DETAIL, ON SHEET 3 AS FOLLOWS: 24 GA STEEL GREATER THAN 114' AND 0.050' ALUMINUM GREATER THAN 120' g j. W _Ir Z H H N Q W F �z 0 0WOf g < d O� WN f~n Lu Z o d W a N Z Lj z m iLLoi yy OZ03 L)"_ r~ira�a� J Z (L U )IX X K Q k O O[ x w Z Robert J. Amruso Florlde P.E. No. 49752 ,4prurrrurayr,. �nMEs t Mro .............. ?. No 4975Y '• � �9'. STATE OF ,04iis�ONAINNO`�` `` PTC Product Design Group, LLC P.O. Box 520775 Longwood. 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