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Home My WebLink AboutProduct Approval O t yBCIS Home Log In j User Registration _ Hot Topics Submit Surcharge Stats&Facts I publications t FBC Staff BCIS SiteMapLinks 1 Search t !' i Product Approval USER:Public User ,rgP-;x x Product Approval Menu>product or Apolicatien Search>Application List>Application Detail FL# FL22378 Application Type New Code Version 2014 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 Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 RECEIVED sschreiber@masonite.com 4•• Authorized Signature Steve Schreiber OCT 0:4 2017? sschreiber@masonite.com PERMITTING Technical Representative St. Lucie County, FL Address/Phone/Email Quality Assurance Representative Address/Phone/Email C I 0 Category Exterior DoorsSubcategory Swinging Exterior D r Ase�nislesq Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2017 Date Validated 05/25/2017 Date Pending FBC Approval FL22378 RO AE 514012.i)df Created by Independent Third Party:Yes 22378.6 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S Double Door w/or w/o Sidelites I Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 RD-C gAQ N1007077.09.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/3112020 Design Pressure:+50/-55 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22378 RG II FLO172.od Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed.12'-0"x 6'-8"max nominal size.Hurricane Evaluation Reports protective system is NOT required.See DWG-MA-FLO172 for FL22378 RO AF 514008.0 details. FL22378 RO AE 514012.odf Created by Independent Third Party:Yes 22378.7 1 Stormguard Fiberglass side-Hinged 6'-8"Impact Glazed O/S Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:YesFL22378 RO C CAC N1007077,09,pd '-Tr% Approved f uide �Hz.Yes Quality Assurance Contract Expiration Date r*ll t.Yes 12/31/2020 Impact Re; Y. Design Pres; 5 Installation Instructions 55 /_5 S/ 55 +5 Presse n! Other:Evaluated in A�in locations adhering to the Florida FL22378 RO 11 FW172,pd Building Code,including the High Velocity Hurricane Zone, Verified By:National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.Hurricane Evaluation Reports protective system is NOT required.See DWG-MA-FLO172 for FL22378 RO AE 514008.Dd details. FL22378 RO AE 514012,I)df Created by Independent Third Party:Yes 22378.8 Stormguard Fiberglass Side-Hinged 8'-0'Opaque I/S Single Door Door Unit Limits of Use Cert cation Agency Certificate Approved for use in HVHZ:Yes FL22378 RO C CAC N1007077,08j)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/3112020 Design Pressure:+60/-65 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22378 RO 11 FL0171,od Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed.3'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports protective system is NOT required.See DWG-MA-FLO171 for FL22378 RO AE 514009,pd details. FL22378 RO AE 514013j)df Created by Independent Third Party:Yes 22378.9 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door I Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 RO C CAC N1007077.08.12d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+60/-60 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22378 RO 11 FL0171.od Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed.3'-0"x 8'-0"max nominal size.Hurricane Evaluation Reports protective system is NOT required.See DWG-MA-FL0171 for FL22378 RO AE 514009.0d details. FL22378 RO AE 514013.0df I Created by Independent Third Party:Yes 22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2237a RO C CAC N1007077,08.od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.0/-50.5 Installation Instructions Other-Evaluated for use in locations adhering to the Florida FL22378 RO 11 FL0171.00 Building Code,including the High Velocity Hurricane Zone, Verified By:National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.Hurricane Evaluation Reports protective system is NOT required,See DWG-MA-FL0171 for FL22378 RO AE 514007.1)d details. FL22378 RO AE 514011 f Created by Independent Third Patty:Yes 22378.11 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites L0 149'W.OVERALL FRWE IVIDTH ri- ca MASONITE. cc: q0 21" MAX 36,375" MAX. 8 ro STORMGUARV FIBERGLASS DOOR UNIT D.L.D. PANEL WIDTH H 37.5" MAX. 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH ll. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE CL REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Lr) DOES NOT EXCEED THE DESIGN PRESSURES LISTED, c2 to 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). Lu 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. c; 4. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING UTE FRAME I SELF IGNITION TEMP I ASTM D1929 752 *F> 650 'F 1 842 *F > 650'F RATE BURNING 13t 0,56 IN 128 IN MIN SMOKE _�_ 2,_ _ UN 5 — D Srty M D 0,3 3.�' ITENSILE STRENGTH* I ASTM 0630 1 3.29E DIFF 1 1.85 DIFF & PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED). to g TEST DESCRIPTIONDESIGNA71ON RESULT SELF IGNITION TEM ASTM 01929 T 7=79 -F > 6-50-F I --------Lj— RATE OF BURNING ASTM D635 O'D INIZIW i SMOKE DENSITY ASTM 02843 I 39.DX I TENSILE STRENGTH- ASTM 0638 j_3,SX DIFF I DOUBLE DOOR u NIT WISInEu CL COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD I cau"w.X ---Ain ww I'-I'- th W VD ol vz) to 0 to 00!18 L—J 4GLE DOOR LA DDUBLE DOOR UhILT SINGLE DQQR UNI SINGLE DOOR.UNITSINGLE DOOR UNIT WISMELITES DOUBLE DOOR UNIT WITH S cm SID I WHERE WATER INFILTRATION PERFORMAN ICt IS TABLE OF CONTENTS DESIGN PRESSURE NGL- REQUIRED TO BE 15% OF DESIGN PRESSURE DATE. 4/%�07 FIGMAX OUTSWING WING N A SHEET DESCRIPTION F - &49 sulZ N.T.S. 0 306 N A X .3 0 J2 .0 -25, +40.0 5.0 'O!Q 55.0 45.0 1 #!TYPICAL ELEVATrONS & GENERAL NOT N -:--+2,',.0 -25.0 +40.1 ErO 0 Dwo.BY.- sws TIONS & Dg�AIUS WO -4U 2 OR 0�-X-0— Is 50 55.0 + N A +25. -2 4U.0 u 1+bb.n CHK.BY, -65.0 7m 150 N A 5-U + 55, OXG 112 $6.0 N A 425 KURT BALTHAZOR 3 IANCHORING 40CATIONS & DETAILS 1; 25.0 +40.0 -40,0 1+, MAWWO UK OXXO 149" +50.5 -65.0 730 .0 N A FLORIDA P.E.I-t5o DWG-MA-FLO172-07 SHEET or i o0 6" SE.,EE DETAIL 3' w _..j.. I IIO 6° 6° 6°rl_ d U o SEE DETAIL "LU ,•y wDw � S wo SEE DETAIL SEE DETAIL f 1, _ W W - w�.. .cw �.:.J� w e 9 / n vO 1! ,_ A rn O a G - �4 rn lit billa _ I 3' 3" 3" I_ 6" 6" SEE DETAIL #$ x 2j °F" \ ASTRAGAL RETAINE LT HOLE MUST BE DRLLL- [)r THROUGH �- _jL{E�THREs,96LD & INTO THE W #$ x 2 #10 x 5/8" STRUCTURE DEEP ENOUGH ¢Q #10 x 5/8' FORA 1.375" THROW �nom.a #8 x 2' #10 x I" DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL o o o #10 x 2_1/2" ATTACH ASTRAGAL RETAINER BOLT _s p #10 x I" STRIKE PLATE TO FRAME Z" #10 x 5/$" AS SHOWN. a DETAIL "G" t2 w DETAI "D c°v co N q 0.124'HEAT STRENGTHENED /DECORATIVE jNSERT 0.124"HEAT STRENGTHENED DECORATIVE INSERT .- 0 0.962" --1 (OPTIONAL) D.090°SAFLEX(NDA 15-1201.11)�_ (opTI.�') 0.090'SAFLEx(NOA 15-1201.11) -+.---.0124'TEMP. 1.375" 0.124'HEAT STRENGTHENED --r '✓-'—•0124'TEMP. 0.124'HEAT SWNOTHENED T T 1/2'017E 1/2'917E U m Q z INSWING THRESHOLD BU P R 15 THRESHQLD n y �r DATE: 41/ 9 07 1 1 DOW 895 DOW 995 DOW 995 �` DOW 995 ,., sraiE N.T.S. ft. sws 1.482" 1.75° 1.047 :" ffiEglpg 1t>IIEBtflB umo8 r�¢61oe cwc.Dn T fpt�mT TYPICAL GLAZING—DET-AIL AL TF RNATE GLAZING DETAIL DWG-9 No,: F � IMPACT RATED GLASS DWG-MA-ALon2-o7 Z-SERIFS OZ5 THRESHOLD HJC�,i._ _jvA L� 1ffiE2D.LD IMPACT RATED GLASS sHEEF�of� LO SEE DETAIL _ 3" B 6" "E" SHT. 2 3" 3" J_ ._l Q I I I 1 cr- 6" 6"— F�i n _ S0 U h O 8 a SEE DETAIL I _ n In I U }"D" SHT. 2 1 SEE DETAIL "C" SHT. 2 O. N A q A G H B < G a SEE DETAILT. L - 6 6" & A DWARE SCHEDUE (nyV) 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. �n ATTACHMENT DETAIL 1.25" 2. 4" X 4" FULL MORTISE BUTT HINGES. Q a s. 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, '-oM'a�c 1"x1/2" CORRUGATED /f1ox2-WOOD SCREW dare SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END s" FROM EACH END o z AND 7" OC AND 12' OC N o p (FLORIDA #62.514) WITH THE LOWEST (LEAST) CL r� �� o FASTENER RATING FROM THE DIFFERENT FASTENERS } � goo N BEING CONSIDERED FOR USE. JAMB, HEAD, AND AtCA[XC— ; i THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ALG SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK +CL LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1 NN p WOOD SCREW EDGE DISTANCE MIN 3/4". r COMBINATION WOOD COMBINATION WOOD " - 2. THE W000 SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" s MULLION (BOXED) MULLION (BOXED) 0.25" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN --M� (3) t1Ox2-a2" (4% glOx2-1/2" umaz OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM Wo D E s EACH SCREWS MINIMUM EMBEDMENT OF 1-1/4". EACH END EACH END CL-- �-- DAM 419107 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ' ® 5ME, N.T.S. TRANSFER LOADS TO STRUCTURE. CHIC'Bv: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK _• eravnNe ew.; ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DWG-MA-FL0172-07 MULLION (CHS) MULLION (CHS) SHEV OF