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Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORSFlorida Building Code Online Pagel of 3 Florida Departments BCIS Home I Log In User Registration I Hot Topics Submit Surcharge I Stats & Facts ( Publications I FBC Staff I BCIS Site Map I Links I Search Businesj Professi I },PS II°btcAUser pproval Regulation Product Approval Menu > Product or Application Search > Application List > Application Detall o FL # FL1722-114 1� i Application Type Revision Code Version 2010 voi Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated ❑0 Elixir Industries Georgia Door Division 1215 Pope Drive Douglas, GA 31533 (770)459-8183 bpowers@elixirind.com Robert Powers bpowers@elixirind.com PTC Product Design Group PO Box 520775 Longwood, FL 32752 (321) 690-1788 info@ptc-corp.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard ASTM E330 Method 1 Option A 03/06/2012 03/09/2012 Year 2002 https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPbpn2NAgkGJv2B1... 10/9/2014 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 03/14/2012 Summary of Products F7 # Model, Number or Name Description 122.1 402-14 IVinyl Steel Out -Swinging Regular Door - 14"x14" Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 402-14 E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +40/-40 Installation Instructions Other: FL1722 R4 II ELIX0050 RevO 402-14.odf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.odf Created by Independent Third Party: Yes 1722.2 402-205 Vinyl Steel Out -swinging Regular Door - 20" slider window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 402-20S E330.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +40/-45 Installation Instructions Other: FL1722 R4 II ELIX0051 RevO 420-20S.odf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.1)df Created by Independent Third Party: Yes _,,22__ 407 Vinyl Steel Out -swinging Regular Door - Blank (no window) Mmit o se Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 407 E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +40/-45 Installation Instructions Other: FL1722 R4 II ELIX0052 RevO 407.odf Verified By: Robert ]. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.3df Created by Independent Third Party: Yes 1722.4 430 W9 Vinyl Steel Out -swinging Regular Door - 9-Lite Window (1'8" x 3'0") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 430-W9 E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +33/-40 Installation Instructions Other: FL1722 R4 II ELIX0053 RevO 430-W9.odf Verified By: Robert ]. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.odf Created by Independent Third Party: Yes 1722.5 6400 W9 Painted Steel In -swing Door with 9-Lite Window (1'8" x 3'0") and Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 6400-W9 E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +56/-60 Installation Instructions Other: FL1722 R4 II ELIX0035 RevO 6400-W9.odf Verified By: Robert 1. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.odf Created by Independent Third Party: Yes 1722.E 8500 W9 Steel Clad In -swing Door with 9-Lite Window (1'8" x 3'0") and Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 8500-W9 E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/15/2015 Design Pressure: +50/-50 Installation Instructions Other: FL1722 R4 II ELIX0036 RevO 8500-W9.odf https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPbpn2NAgkGJv2B1... 10/9/2014 Florida Building Code Online Page 3 of 3 Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.Ddf Created by Independent Third Party: Yes 1722.7 9000 Steel Clad In -swing Door (no window) and Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 9000 60 E330.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +60/-60 Installation Instructions Other: FL1722 R4 II ELIX0037 RevO 9000.Ddf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.Ddf Created by Independent Third Party: Yes 1722.8 9400-W9 Steel Clad In -swing Door with 9-Lite Window (1'8" x 3'0") and Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 9400-W9 E330.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +60/-60 Installation Instructions Other: FL1722 R4 II ELIX0038 RevO 9400-W9.Ddf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.Ddf Created by Independent Third Party: Yes 1722.9 STR 7000 Oval Standard Residential Door with 20-1/2" x 56" Oval and Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR STR 7000-Oval E330.Ddf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2015 Design Pressure: +60/-60 Installation Instructions Other: FL1722 R4 II ELIX0039 RevO STR-7000.Ddf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.0f Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAJEEO 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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: 970199 CE Credit Card' t 1-0SAFE. https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPbpn2NAgkGJv2B1... 10/9/2014 ELIXER INDUSTRIES MODEL 40 7 NON-IMPA CT OUTS WING YINYL LAMINATED STEEL DOOR INSTALLATION ANCHORAGE DRAWING GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 5. IN AREAS WHERE WINDBORNE DEBRIS PROTECTION TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE (FBC) EXCLUDING HIGH VELOCITY HURRICANE ZONE AND SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR THE DESIGN PRESSURE(S) STATED HEREIN. WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE PRODUCT HEREIN. 1a. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT DALLAS 6. FRAME MATERIAL ALUMINUM ALLOY 6063-T6 LABORATORIES, INC. #44278 AND ASSOCIATED DOOR PANEL MATERIAU .09 MIL VINYL LAMINATED LABORATORY STAMPED DRAWINGS. GALVANIZED STEEL.015' SKIN W/ URETHANE FOAM CORE. 2, ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 7. DESIGNATIONS W STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL B. HARDWARE: A. HALF HINGES: (4) 6063-T6 EXTRUDED ALUMINUM B. LATCH LOCK: KEYED C. DEAD BOLT. SINGLE CYLINDER 9. SEE SHEETI FOR DESIGN PRESSURE CHART. DESIGN PRESSURE RATING (PSF) IMPACT RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED NONE •• ♦40.01-45.0 -UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG I TABLE OF CONTENT SHEET DESCRIPTION I GENERAL AND INSTALLATION NOTES 2 ELEVATION, ANCHORING LAYOUT 3 VERTICAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION. 2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM SPACINGS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE OF 114 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR 14GA. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN 'ANCHOR SCHEDULE' THIS SHEET. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 6. 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 IN THE "ANCHOR SCHEDULE' THIS SHEET. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. ANCHOR SCHEDULE DOORFRAME MANUFACTURER EMBEDMENT EDGE ANCHOR CAPACITIES SUBSTRATE APE TYPE SIZE ANWOR (IN) ro DISTANCE BASED ON SPECIFICATION (IN)1701n SHEET MIN. 3 NETAL/STEEL ASME 8 THREADS' MIN. 33 KSI YIELD TUBING 14 GA- FIN (Z-BAR) PAN HEAD NO.8 (TAPPING SCREW) SCRE W) PAST INSIDE 318" STRNEGH T MIN SURFACEOF THICKNESS SUBSTRATE ANSI 818.6.1 (WOOD SCREW) WOOD WITH A MINIMUM 2X WOOD FIN (Z-BAR) PAN HEAD NO.8 OR 1" 112" SPECIFIC GRAVITY OF FRAMING ASME B18.6.4 0.42. (TAPPING SCREW) NOTES: 1) FOR WOOD OR TAPPING SCREWS IF SPLITRNG IS A CONCERN. DRILL 0.082" PLOT HOLE (DRILL S¢E 45). 2) EDGE DISTANCE MEASURED FROM EITHER SIDE OF ANCHOR TO EDGE OF SUBSTRATE. U Z 3- O cnO OJ �w Uu'j L mO iW Za OZ Zm ns Robert J. Amoruso, P.E. FL P.E. No. 49752 No 49752 i 35 11/16" MAX. O.A. FRAME WIDTH 34 314" MAX. -DOOR PANEL 10" MAX. WIDTH O.C. (TYP.) B D 3" MAX. (TYP. �3" MAX. (TYP.) 3 3 1 �H 4 / 4" MAX. (TYP. G X G LOCK ASSEMBLY (REGULAR DRIVE-IN) O.C. (TYP.) 79 3l4" 78 3/4" 4 4 IS LOCATED APPROX. 38" ABOVE MAX. O.A. MAX.E O E BOTTOM OF DOOR LEAF AND THE DEAD p FRAME DOOR 4 q BOLT ASSEMBLY APPROX. 42"ABOVE X HEIGHT PANEL BOTTOM OF DOOR LEAF. SEE STRIKE O HEIGHT DETAILS THIS SHEET a2• 38" 34" MAX. -- -- _ (TYP.) qF HALF HINGES W/ #8 X 3/4" SCREWS (TYP.) ELEVATION EXTERIOR VIEW �I #8x21/2"WOOD SCREW #8 x 1/2" SCREWS l 1 ENTRY DOOR STRIKE DETAIL WOOD FRAME SUBSTRATE rig #8 TAPPING SCREW. SCREW MUST BE OF SUFFICIENT LENGTH TO PENETRATE(3)THREADS MINIMUM BEYOND STEEL 1 TUBE. ENTRY DOOR STRIKE DETAIL STEEL TUBING SUBSTRATE SILL ANCHOR SPACING SAME AS HEAD SPACING ANCHOR LAYOUT EXTERIOR VIEW ANCHORING NOTES: 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13. ANCHOR SPACING VARIES, BUT NOT TO EXCEED 10" MAXIMUM O.C. 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL IS 7. ANCHOR SPACING VARIES, BUT NOT TO EXCEED 10" MAXIMUM O.C. 9 rn N=X V 1 C7 N 1n �_H cF�n m OJT �m D q ¢�= m~ z Q W p Toa p Z a� oazo H c z�a� Q'+ 20 0j W1 .. o ��a ICI L] w fl y r—i o>w W Robert J. Amoruso, P.E. .. FL P.E. No.49752 No 49752 1" MIN. EMBEDMENT 2X WOOD FRAME (BY OTHERS) SEALANT TAPE TO BACK SIDE OF MOUNTING FIN EXTERIOR #8 WOOD SCREW INSTALLATION ANCHOR 1/2' MIN. EDGE DIST. 114" :SHIM INTERIOR (�) VERTICAL SECTION WOOD FRAME SUBSTRATE EXTERIOR INTERIOR THREE(3)THREAD MIN. PENETRATION #8 TAPPING SCREW INSTALLATION ANCHOR SEALANT TAPE TO BACK 3/8' MIN. SIDE OF MOUNTING FIN FEDGE DIST. 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) EXTERIOR I INTERIOR (� VERTICAL SECTION STEEL TUBING SUBSTRATE w J ,y NW Z D1W o W V3 V)Orn8 T V3 �oZ E� o 0 AU ¢�Vl>�yyz I x ri 3 z o0 1UJO s r-i C ZZ Ja f� 2 0 oga w W o - 'tr m wz> gay EXTERIOR INTERIOR 1/4" MAX SHIM 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) Robert J. Amoruso, P.E. SEALANT TAPE TO BACK FL P.E. No. 49752 SIDE OF MOUNTING FIN 1/2" MIN. _...._..... EDGDIST.318- E MIN. 2X BoOOT S) SEALANT EDGE DIST. (SINES E IDE OF MOUNTING FIN #8 TAPPING SCREW i ��00�e��: GEIy F 09G Q-' No 49752 t� 1" MIN. EMBEDMENT #8 WOOD SCREW THREE (3) THREAD INSTALLATION ANCHOR INSTALLATION ANCHOR MIN. PENETRATION VERTICAL SECTION STgT O 4 .�'s�s ti WOOD FRAME SUBSTRATE VERTICAL SECTION .0RtDP6�� '��ip,z�NA,oLE��, STEEL TUBING SUBSTRATE 1/4" MAX SHIM 1/4" MAX SHIM o 1/2" MIN. EDGE DIST. 1/2" MIN. EDGE DIST. _ 2X WOOD FRAME 2X WOOD FRAME � (BY OTHERS) (BY OTHERS) E #8 WOOp SCREW #8 WOOD SCREW o INSTALLATION ANCHOR INTERIOR INTERIOR INSTALLATION ANCHOR - .. ... ...... .. -. .. .... _ #;X' 314-"SMS N N LO 1"MIN. NX.. ........-... .. _ EMBEDMENT 1"MIN. 0 a u w EMBEDMENT N� �of WaQ I-�-i 01 Hoz o SEALANT TAPE TO BACK EXTERIOR EXTERIOR SEALANT TAPE TO BACK E-, 2 z)o O SIDE OF MOUNTING FIN 0_,~ vi SIDE OF MOUNTING FIN I� �w w x m a or4 WOo a. v ozZ HORIZONTAL SECTION � N J"l o °' Zia E HORIZONTAL SECTION F / WOOD FRAME SUBSTRATE a' o� :41 WOOD FRAME SUBSTRATE �J W "I'-j F-i O> W 0 al �$LLV 14 GA. MIN. SQUARE 14 GA. MIN. SQUARE `g 3/8" MIN. EDGE DIST. STEEL TUBING (BY STEEL TUBING (BY F OTHERS) OTHERS) I 3/8" MIN. EDGE DIST. #8 TAPPING SCREW INTERIOR INTERIOR #8 TAPPING SCREW INSTALLATION ANCHOR #8 X 3/4" SMS INSTALLATION ANCHOR - - -. - .:...:::::-::.. ...::. ...... .. ............... .:.a :.:..:: ....:..:. :.. THREE (3) THREAD MIN. PENETRATION THREE (3) THREAD MIN. PENETRATION Robert J. Amoroso, P.E. SEALANT TAPE TO BACK EXTERIOR EXTERIOR FL P.E. No. 49752 SIDE OF MOUNTING FIN SEALANT TAPE TO BACK SIDE OF MOUNTING FIN ,¢S IMks Q9�rr No 49752 iOS I r �u� HORIZONTAL SECTION HORIZONTAL SECTION i* 1 a` / STEEL TUBING SUBSTRATE STEEL TUBING SUBSTRATE �/ ( rr �; 8TAT 0