The URL can be used to link to this page

Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 4 ProfessionalBusiness & Regulation UMMMUM SCIS Home I Log In I User Registration i Hot Topics i Submit Surcharge ! Stats&Facts i Publications FBC Staff 1 BCIS Site Map Links Search Or Product Approvalf�USER:Public User RECEIVED Product Approval Menu>Product or Aoolication Search>Application List>Appl ratron Detall APR 2 5 2018 FL# FL22378-R2 Application Type Affirmation ST. LUCie County, Permittina Code Version 2017 — Application Status Approved Comments ILE C 0 Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 ®I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes 0N ON/A Product Approval Method Method 1 Option A https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3 M6m9%2fK8XPI... 4/26/2018 Florida Building Code Online Page 2 of 4 Date Submitted 12/01/2017 Date Validated 12/01/2017 Date Pending FBC Approval Date Approved 12/06/2017 Summary of Products FL# Model,Number or Name Description 22378.1 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0170.Ddf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed.3'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514010A.odf FLO170 for anchor details and water performance where FL22378 R2 AE 514014A.Ddf required. I Created by Independent Third Party: Yes 22378.2 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .Ddf 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 FL22378 R2 II FL0170.Ddf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed.3'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514010A.udf FLO170 for anchor details and water performance where FL22378 R2 AE 514014A.Ddf required. Created by Independent Third Party:Yes 22378.3 Stormguard Fiberglass Side-Hinged 6'-8"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 FL22378 R2 C CAC NI007077.07 .)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL22378 R2 it FL0170.12df Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514008A.Ddf FLO170 for anchor details and water performance where FL22378 R2 AE 514012A.odf required. Created by Independent Third Party: Yes 22378.4 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single or Double Door w/or w/o Sidelites � Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL22378 R2 II FL0170,odf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514008A.Ddf FLO170 for anchor details and water performance where FL22378 R2 AE 514012A.Ddf required. Created by Independent Third Party: Yes 22378.5 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S or O/S Single Door w/or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC N1007077.09 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0172.odf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgs3 M6m9%2fK8XPI... 4/26/2018 u� 1 MASONITE. 149"MAX OVER&L FRAME*?DTH 10 21" MAXQ 0 STORMGUARD FIBERGLASS DOOR UNIT D36.375" MAX..L.O. PANEL WIDTH MAX. � �U) 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH 2 J � U) GENERAL ® ® ® ® U 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE ,,, 4 REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM g DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, = DOES NOT EXCEED THE DESIGN PRESSURES LISTED. •o U)U 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF m r C)) A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 <p LLJ AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. -j O x 4. PLASTICS TESTING: w TEST DESCRIPTION DESIGNATION FACING LITE FRAME a SELF IGNITION TEMP ASTM D1929 752 'F > 650'F 842 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN 'S M K DENSITY ASTM 02643 53.4X 70.2X 3 TENSILE STRENGTH' I ASTM D638 I 3.2X DIFF 1.8X DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): m W TEST DESCRIPTION DESIGNATION RESULT SELFIGNITION TEMP ASTM D1929 779'F > 550'F LI RATE OF BURNING ASTM D635 0.0 IN MIN SMOKE OR o DENSITY ASTM D2843 39. A�1e11d911b11A11 0 TENSILE STRENGTH- ASTM D638 3.6X DIFF O • COMP SILE STRENGTH AFTER WEATHERING DOUBLE DOOR UNIT WISIDELM a OURS N ARC METHOD I �t 0. Do ygm lcn a _ 13 ® 13 ® 1313 ® 13 1313 1313 1313 ® 13 W W REUj • CL D v o v1 • F WOZ=V UI DOI 0 1100 00 11001 100 11 11 ¢ aZ .1 �-�Jl 0 0 10 ��U1p 0 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W SIDELITES DOUBLE DOOR UNIT W/SIDEI M W .._ WITH S1DE't lTE WITH , N m cj N N o STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS a'n DESIGN PRESSURE RATING REQUIRED TO BE 15X OF DESIGN PRESSURE CONFIC MAX WIDTH INSWING ALL OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S T4 0 S HIGH DAM 0 S X 37.5 +60.0 -65.0 +60.0 -60.0 N A +25.0 - .0 +40.0 -40.0 . .. .. ... . +2 +60..0 . +60. -60.0%X 74 +50.0 50.5 +50 - N 0 AEJC3 v m a z. . +55 55 5. -505 0X0 55.0 - 0.OX or XO 75 N -50.5 40. 555ale 419107 5 OXXO . + SCALE N.T.S. TABLE OF CONTENTS owe.Ily, SWS SHEET # DESCRIPTION CKK.Br: 1 TYPICAL ELEVATIONS h GENERAL NOTES KURT BALTHAZOR DRAvANo Ho.: 2 ANCH R NG LOCATIONS a FLORIDA P.E. DWG-MA-FLO170-07 3 IANCHORING LOCATIONS do DETaLS 156533 SHIM 1 Of 3 u) ¢ Do — � q� 6' "EE DETAIL 3' 3 B" 3• J I I I I I I I I o3'-� �. FZ= 2 n - TF In Mn aLo SEE DETAIL '-3 N N D. Y J SEE DETAIL SEE DETAIL �1 _ - �w w - - 'C' .C. - lA g w ._ to A E+ - 8' 8" 6 3" all s' I �� I II I o Ir 3'- - 3' 3_ 3' 8' 8' Dal 3' 3• 3- 6 SEE DETAIL 6' #8 x 2" N� 3 'F' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #10 x 5/8" THE THRESHOLD & INTO THE w #8 x 2" \\-� I Qi;" STRUCTURE DEEP ENOUGH ¢� #10 x 5/8" FORA 1.375" THROW -:3:); a #8 x 2" #10 x 1" DETAIL "E" ASTRAGAL a #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL p o Si w0=U 45- 0 110 x I" STRIKE PLATE TO FRAME ^1D S�0,� Z 10 x 5/8" AS SHOWN. # DETAIL "C" DETAIL "D" mmNQ N N p 0.982 0.124'HEAT STRENGTHENED DECORATIVE INSERT 0.124'HEAT STRENGTHENED DECORATIVE WERT O� 1 1( (OP�K) O.D90'SW=(NOA 15-1201.11) (OPTIONAL) 1.375' �J D.OBO' .124'((NDA STRENGTHENED _ .012t'TEMP. 0.124'HEAT STRENGTHENED 0.124"HEAT STRENGTHENED - .0124'TEMP. T T 1/2'BITE 1/2'BITE p U m¢Z INSWING THRESHOLD BUMPER 0/5 THRESHOLD "`; •' :t�7 °, DATE 4/9/07 1 1 1 DOW 995 ,• DOW 995 DDW 995 :' DOW 995 9 N.T.S. 1.482' T.75' 1.047' 1.437' DWO.B1: SWS T T T nDa>JOe cm.B.: TYPICAL GLAZING DETAIL AI TFRNATE GLAZING DETAIL °FAWM NO.: DWG-►?-PLD 7-SERIES_ /S THRESHOLD HIGH DAM 0/S THRESHOLD T4 O/S THRESHOLD IMPACT RATED GLASS IMPACT RATED GLASS — sl�r Z a .,3� SEE DETAIL 3- 6" 6' � 00 'E' SHT. 2 _ 3' 3' 31 rk I I I I ( I I I I I Q 1 - s• O m � LA nn o 04 _ _ a p Q w W = a SEE DETAIL U)U }"D' SHT. 2 - - '^ Z L0 F- � r--W SEE DETAIL w o "C_ SHT. 2 n N O A A a G C H B 6 i0 r6- ' - .' " r I I II 11 I m�� 1 N 3' L3. =is Calfiaafvltb. IdklldlrobNhM SEE DETAIL 3" 6 3-6 8' 3'6w Ib�l- o �2 ` "F" SHT. 2 6. HARDWARE SCHEDULE a a 3:iat ATTACHMENT DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND Inoicn6lm SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. SIGNED AND SEALED BY ROBERTO LOMAS, PEt 25' 2. 4" X 4" FULL MORTISE BUTT HINGES. rn (FLORIDA #62514) WITH THE LOWEST (LEAST) M,ry e x FASTENER RATING FROM THE DIFFERENT FASTENERS MAX" t'xt/2" CORRUGATED #lOx2" WOOD SCREW ww CL BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM 3' FROM EACH END 6" FROM EACH END »p to 7.25' e." ; '* AND T OC AND 12" OC r N a O_ THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL-I I— MIN #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. 0.25" wo=� A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACHsMAX SRC a ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 cl—� CAULK WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY ! AC LIC DISTANCE MIN 1/2". ANCHOR INSTALLATION LA ,_ . CAULK CL r. co N N Q 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD 1.50' m ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. '• ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 1— 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN L_ _0.25" (3) tOx2-1/2' (4 /10x2-t 2 octma= ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM Wo�D SCREWS NEWS OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL—� I_ EACH END OcH ED1111F- 4/9/07 MINIMUM EMBEDMENT OF 1-1/4-. : • SCAMN.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO Moe. sws TRANSFER LOADS TO STRUCTURE. • • •• c„K 8,.: TYPICAL WOOD BUCK 5. 0RA1"N0 NG.: MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DWG-MA-FLO170-07 MULLION (CHS) MULLION (CHS) sim 3