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Home My WebLink AboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... 1 d yrL BCIS Home ! Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications i�FBC Staff { d [D' 1^r1 �a)Product Approval !- `� USER: Public User Product Approval Menu > Product or Application Search > Application List> Application Detail a FL# FL22513-R1 Application Type Affirmation Code Version 2017 Application Status Approved Comments 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 In Validated By National Accreditation & Management In Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 1 of 4 01/11/2018 03:09 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... Equivalence of Product Standards Certified By '-'I affirm that there are no changes it Code which affect my product(s) and my compliance with the new Florida Buildinc Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/21/2017 Date Validated 11/21/2017 Date Pending FBC Approval Date Approved 11/26/2017 Summary of Products FL# Model, Number or Name Description 122513.1 HPC Wood-edge Steel Side-Hinged6'-8" Glazed I/S or O/S Single or Dc Door Unit Sidelites i Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ: Yes FL22513 R1 C CAC NI013747.01 Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions j Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0212.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation where pressure requirements do not exceed the design Created by Independent Third Part pressures listed. 12'-0" x 6-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R1 AE 514008.pdf Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Created by Independent Third Part 22513.2 Wood-edge Steel Side-Hinged Door 8'-0" Opaque I/S or O/S Single Doo Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R1 C CAC NI013747.04 t Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: Yes 06/30/2021 ( Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0215.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation where pressure requirements do not exceed the design Created by Independent Third Part pressures listed. 3'-0" x 8'-0" max nominal size. When impact ' Evaluation Reports resistance is required, hurricane protective system not FL22513 R1 AE 514009.pdf required. See DWG-MA-FL0215 for details. Created by Independent Third Part 22513.3 Wood-edge Steel Side-Hinged Door 8'-0" Opaque I/S Single or Double [ Unit i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R1 C CAC NI013747.04 Approved for use outside HVHZ: Yes 'Quality Assurance Contract Expi Impact Resistant: Yes 06/30/2021 2 of 4 01/11/2018 03:09 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=w... I Design Pressure: +45/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0215.odf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation where pressure requirements do not exceed the design Created by Independent Third Part pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R1 AE 514007.pdf on opaque panels, but is required on glazed sidelites. See i Created by Independent Third Part DWG-MA-FLO215 for details. 22513.4 Wood-edge Steel Side-Hinged Door 8'-0" Opaque O/S Single or Double Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R1 C CAC NI013747.04 Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: Yes 06/30/2021 Design Pressure: +50/-45 ! Installation Instructions Other: Evaluated for use in locations adhering to the Florida I FL22513 R1 II FL0215.r)df Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation where pressure requirements do not exceed the design Created by Independent Third Part pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R1 AE 514007.pdf on opaque panels, but is required on glazed sidelites. See Created by Independent Third Part DWG-MA-FL0215 for details. 22513.5 Wood-edge Steel Side-Hinged Door 8'-0" 3/4-Lite Glazed I/S or O/S Sin Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R1 C CAC NI013747.06 Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 06/30/2021 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0217.r)df Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation where pressure requirements do not exceed the design Created by Independent Third Part pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R1 AE 514007.1)df See DWG-MA-FL0217 for details. Created by Independent Third Part 22513.6 Wood-edge Steel Side-Hinged Door 6'-8" Opaque I/S or O/S Single Doo Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R1 C CAC NI013747.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0211.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation where pressure requirements do not exceed the design ; Created by Independent Third Part pressures listed. 3'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not ( FL22513 R1 AE 514010.pdf required. See DWG-MA-FL0211 for details. Created by Independent Third Part 22513.7 Wood-edge Steel Side-Hinged Door 6'-8" Opaque I/S or O/S Single or I Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R1 C CAC NI013747.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: Yes 06/30/2021 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0211.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation where pressure requirements do not exceed the design Created by Independent Third Part 3 of 01/11/2018 03:09 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=w... pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R1 AE 514008.Ddf on opaque panels, but is required on glazed sidelites. See Created by Independent Third Part DWG-MA-FL0211 for details_ 22513.8 Wood-edge Steel Side-Hinged Door 6'-8" 3/4-Lite Glazed I/S or O/S Sin Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R1 C CAC NI013747.03 Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0214.1)df Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation where pressure requirements do not exceed the design Created by Independent Third Part pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R1 AE 514008.ndf See DWG-MA-FL0214 for details. Created by Independent Third Part Back Next 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 S Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a put electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions, please co Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the C they have one.The emails provided may be used for official communication with the licensee. However email addresses are F supply a personal address, please provide the Department with an email address which can be made available to the public. under Chapter 455, F.S.,please click here. Product Approval Accepts: cru '. ® fChecV: M Credit Card Safe 4 of 01/11/2018 03:09 PM NOTICE OF PRODUCT CERTIFICATION �ocEF(tno Company: Masonite International Corporation Certification No.: NI013747 1 1 '+4 1955 Powis Road Certification Date: 06/08/2017 ( West Chicago,IL 60185 Expiration Date: 06/30/2021 v Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites �,,s�c�,• ' (w/Wood Frame unless noted) _ �EOPaoa`'. Specification: TAS 201/202/203-94 Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass(Tempered) The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certificatior label represents product conformity to the applicable specification and that all certification criteria has been satislied. This product has been approved for listing withil NA111's Certified Product Listing at www.Namiccrtific:uion.cont. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing i Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design i Test Impact Drawing Number& OuIsWinp Opaque Size ,_ Pressure Pressure Rated — Comments -— US Opaque 3'0"x 6'8" +70/-70 O O psi Yes I ATLNC 1001,01-13 Maximum Panel Size'3'0"x 6'8" Anchor Details-MG-MA-FL0211-17 _ X� Oc.S Opaque 3'0"x 6'8" r70/-70 I 3.0 PSP Yes--- ATLNC 1001.01-13 Single I 4.5 psf Maximum Panel Sirs:3'0"x 6'9" ' 7.50 Sf' Anchor Details-DWG-NIA-1`1_0211-17 XX us Opaque 6'0".,: 6'R" *55/-55 0 psf Yes NCTL-210 2930-1 Double I Maximum Panel Size:3'0"x 6'8" ..._.._. ___—._. _.._.._-.-- __ __-__ Details-MG-MA-FI-0211-17 __ Anchor — able --i O/S Opaque ' 6,0"x 6.8': +55/-55 3.5 psi' Yes NC PanelSize:I-1 — Double � � ! 4.5 psf' Maximum Panel Sin:3'0"x 6'8" I f Anchor l)-tails-DWC,-MA-M211-17 7.50 sf' X(NOX I VS Opaque Door (a 0"x (i 8' *55/-55 I 0 psf Door-Yes NC7'L-210 2930-1 ! Maximum Panel Size:3'0"x 6'8"iSidclitc:3'0"x6'9" Single wtSidelitc I ' Glazed Sidclitc � Sidclitc-No _ Anchor Details-MG-MA-FI-0211-17 _ XO.(')X O/S Opaque Door 6'0"x 6'8" +551-55 3.0 psP Door-Yes NCTL-210.2930.1 Sing CilazetlSidclitc 4.Sps1' Sidclitc-No MaxuvumPanclSize:3'0"x6'9"iSidclite:3'0••x6'9" 7.50 )st" Anchor[haails-D\V(i-N1A-FL02t1-17 OXO---- IIS ( Opaque Doti 9'0"x 6'8" -i-55/-55 0 psf Door-Yes NCTt-210-930-1 S,ncic wiSidelites Glazed Sidclitc Sidelites-No --- ! Maximum Panel Size:3'0"x 6'8"/Sidclitc:3'0".N 6'9" i Anchor DLtaiLs-DWG.MA-FL021 I-l7 OXO O'S Opaque Door 9'0"x 6'8" 55%-55 I 3.0 psP Door-Yes NCTl--210-2930-I —� Single wJSiclelites Glazed Sidclitc 4.5 pSf- Sidelites-No Maximum Panel Size:3'0"x 6'8"iSidelitc:YO-x 6's" 7 sosf' Anchor Details-DING-NIA-FI-1211-17 UXXO 1!S Opaque Door 12''4"x 6'8" ;-551-55 0 psf' Door-Yes NCTL-210.2930-I i Double w!Sideliles �� Glazed Sidclitc Sidelites-No Maxinmm Panel Size:3'0"x 6'8"/Sidclitc:3'0"x 6`S- _ _ __ I Anchor Dmails-MG-MA-FI0211-17 OXXO O%S Opaque Door 12'4"x 6'8" +551-55 3.0 psi' Door-Yes I NCTL-210-2030.1 ---- Doublew?Sidelite: 1 1 Glazed Sidelite 4.5 psf- Sidelites-No I Nfummunn Panel Size:3'0"x6'9"i5idelite:3'0"x6'8" 1 Anchor Detai 1_s-DING-MA-FL021 I-17 7.50 sf' I-Iknotes aamaper Outssving Threshold 2-ncnotes LScries Out—ing Threshold 3-Ili-Dam Ontming Threshold National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 NANH AUTHORIZED SIGNATURE: �� C/ MASONITE 149' Ab WOOD-EDGE STEEL DOOR UNIT 21"D.L.O. P " n 4. PANEL Will 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRA( GENERA! NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. n 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ONco OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), w ZE; O HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE s , PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED q ON PANELS WITH NON-IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F RATE OF BURNING ASTM D635 1.28 IN/MIN SMOKE DENSITY ASTM D2843 70.2% TENSILE STRENGTH* ASTM D638 1.87. DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUBLE Ll ® ® ® ® ® ® ® 1313 no ED One e one Luq J0 00 Ll j L UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIL WITH SIDELITE WITH SIDELITE WHERE TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRI CONFIG I MAX WIDTH INSWING OUTSWING INSWING SHEET # DESCRIPTION X 1 37.5'— +70.0 -70.0 +70.0 -70.0 N/A +; 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 1 74 +55.0 -55.0 +55.0 -55.0 N/A +�' 2 ANCHORING LOCATIONS & DETAILS OX O 75 + 0 -55.0 +55.0 -55.0 N/A +"50 03 ANCHORING LOCATIONS & DETAILS OXO 112.5 -55. +55.0 -55.0 N A + OXXO +55.0 -55.0 +55.0 -55.0 1 N/A +" 6" — SEE DETAIL 3" 6" 3.. "E" 3" f 1 l I I l I I I 1 6" 6.. 3" w � n M W O W U _ a a SEE N Co "D"C7 J J Q SEE DETAIL Q 0 CY ��/q�) B w �_._ LJ 0 O 0— O &— � � 6" r 6" 3" iD 6" 6 3" --� - - 3 3" 3" 3" 3" 3" SEE DETAIL 8 x 2•' "F., # #8 x 2" #10 x 5/8" #8 x 2, #10 x 5/8" #10 x 1" DETAIL "E" ASTRAGAL 0 #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT #10 x 1 STRIKE PLATE TO FRAME #10 x 5/8" AS SHOWN. DETAIL "C" DETAIL "D" 0.962" HOT MELT 1.375" I I ELASTOMER�� T T --� INSWING THRESHOLD BUMPER O/S THRESHOLD " HOT MELT ELASTOMER w Q 7 1.482" �!-9! t.75" E��j 1.047" EXrERIQ -`J � TYPICAL GLi i T NON-IMPA Z-SERI ES O/S THRESHOLD HIGH DAM 0/S THRESHOLD SEE DETAIL 3., 6" "E" SHT. 2 3" 3" 6" + 3" I i 1_ 6.. o : � N ' U SEE DETAIL J "D" SHT. 2 — ¢ 6 SEE DETAIL Luo "C" SHT. 2 A w A M A vi •r G 6" — 6" i� 6" 3" -� SEE DETAIL 3ff- 6" — "F" SHT. 2 6" TI HARDWARE S' 1. KWIKSET SERIES 9E AT 5-1/2 ATTACHMENT DETAIL 1.2 2. 4" X 4" f MIN 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 0.25" SIGNED AND SEALED BY ROBERTO LOMAS, PE `SH MI 3" F (FLORIDA #62514) WITH THE LOWEST (LEAST) CL-1 �— FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND �? THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2'. WOOD SCREW EDGE DISTANCE MIN 3/4". COMBI 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" MULL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT f " MAX OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM MINIMUM EMBEDMENT OF 1-1/4". CL�I �— r^ 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ter° TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATION L. Roberto Lomas P.E. 143-V✓oodrordRd Manufacturer:Masonite Lew+sLtfh..NC 27'1.2? Report#:514010 ass-aaa 0609 Date:05101/2017 r1lomas0iriomaspe.com Test Report: NIA Product: Single door Tx 8'8"(Wood Frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/6./out gap: a.With threads present in shear lane Fosterer type:#10 wood screw, (NDS 2012,7812) Nommal diameter: D1 0190 in bop: g: 0.0000 in Root diameter. Dr: 0152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: F„= 80,000 psi Side member:Douglas Fir-Larch((r--0.50) Main member:Spruce-Pine-Fir(6-0.42) Side member Thrcknes,.. t,= 1.000 in Main member thickness. %= 1.500 in Side member dowel bearing strength: F„= 4,650 psi Main member dowel beorirri strength: F,,,- 3,350 psi 5ide nember dowel bearing length: f,= 1000 in Morin member dowel bearing length: 1„= 1.140 in Mode I„ Mode I, Mode 12 Mode III.. Mode III, Mode IV yin= 6365 Ibshn qs= 884 lbs/in A: 0,0007 A: 0.00096 A: 0.00107 Al 0.0014 P= 725.61 lbs P= 884 lbs 8: ter 8: 0.57 8: 0,5 8: 0.000 K,: 2,400 K,= 2.400 C: -427.67 C -25362 C: -267.7 C: -93.6 Zn= 302 lbs Z,= 368 lbs P= 331 lbs Ms- 46.8 in-lbs Mm= 46.8 in-lbs Km= 2.400 P= 297 lbs P= 319 lbs P- 263 lbs Min Design value. Z- 110 lbs Z= 138 lbs Ka- 2.400 You.- 2400 Ki= 2,400 Duration Factor: C== 1.6 Z= 124 kis Z= 133 lbs Z= 110 lbs Allowable Design Value(ZCo): Z'= 175 Ibs/anchor Solid members w/6 w/out gap: n,.With threads present in shear lane Fast-type:010 wood screw (NDS 2012,TR12) Nominal d"amet- 0: 0190 in hep: g: 0.0000 in Root diameter. Dr. 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fr,= 80,000 psi Side member.Douglas Fir-Larch(r'r0.50) Main member:Steel strap/clip Side mernberthickne t,= 1,000 in Main member thickness: t„= 0.048 in Side member dowel bearing strength. F„= 4.650 psi Main member dowel bearing strength: F„„= 61.850 psi Side nember dowel bearing length: 4= 1.000 in Main member dowel bearing length: 1„= 1140 in Mode I., Mode I, Mode II Mode III., Mode III, Mode IV W-' 117521bs/in qs= 884 lbs/in A: 00003 A:0,00059 A: 0.00033 A: 0.0006 P= 13397 lbs P= 894 lbs 8: 1.07 8: 057 8: 05 8: 0,000 Ka= 2.400 Ko= 2,400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6 Z,= 5582 lbs Z,= 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ke= 2.400 P= 2126 lbs P- 420 lbs P= 392 lbs Min N-gin value: Z- 163 lbs Z= 953 lbs Kn= 2.400 K,= 2.400 K= 2.400 buratian Factor: C,= 1.6 Z= 886 lbs Z= 175 Sts Z= 163 lbs Allowable Design Value(ZC,,): Z'= 262 Ibacriclor Fastener type:1/4"ITW Topcon N.O.A.16-1222.06 Substrate:1-bkow block Minimum embedment: I,25 in Edge distance: 4.00 in Tabulated shear design volue: Z= 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z= 161 ms Actual edge distance: 2.50 in Reduction factor. 0.85 \ Spacing: 4,00 in Tabulated shear design value: Z= 202 ms / Spacing. 2.00 in Tabulated sheer design value: Z= 164 lbs \��•"\ S �' `oI� Actual spacing: 3.00 in Reduction factor: 0.91 \\ J '\ E N• Allowable Design Value(Zf_): Z"= 155 Ibs/onchor V••L\ 61 • i Minimus anchor capacity: 155 Ibs/enchor 4*• t 0 (`ry61 Note:Anchors with the least capacity is used lar calculations to quality anchors with higher capacity. AT7AyCTV`^Y �� Anchor calculations,minimum required anchors -0 .�w�� 36.38 Design pressure: 85.0 psf �j��'.rZOR'Ii Q.'N t..__....._._„ Max. Anchor. // s t•.,� .•` \\ at Zone (ft) (lbs) (in) O.C. Lap. QtyLoad Result I 74.25A2 A2 (in) (lbs) (lbs) A; 2.3 195 NIA NIA 155 2 98 OK Luis R.Lomas P.E. At , _-, Az 77 656 6.00 18,00 155 5 131 OK FL No.:62514 1 of 2 512!2017 L. Roberto Lomas P.E. r432 wnwib'd Ad Manufacturer:Masonite L-4salle,NC 27023 Report#:514010 434-088-0605 Dale:05'01/2017 rllo0las a Ir;omaspe.c0m Anchor Locations: 36.36-----' —� 18.19.._..... 6.00 T'P.-- __i 6.00 TVP.-�-- t t-.. 6.00 13.45 MAX.O.C. i 79.25 6.ao _- Installation Instructions: I. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1J2'MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRYICONCRETE USE 3116'TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 21i2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 3,FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1;2"MINIMUM EDGE DISTANCE,LOCATE ANCHORS AS SHOWN BELOW. 4.ALL FASTENERS TO BE CORROSION RESISTANT. 5. 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 BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 \\\ I. C.MASONRY:HOB.CONCRETE: LfLOW.FILLED BLOCK PER ASTM C90 WITH FmIMUM COMPRESSIVE STRENGTH OF 2.000 S2,000PS1 MINIMUM. `�\��\5 R•� L QAI//moi/ D.METAL STRUCTURE:STEEL 18GA(.048')FY=33KStiFU=52KSI OR ALUMINUM 6063-T5 FU=30KSI `�.•�,\G E N S'�c:+7,.'P 05K MINIMUM *� �5� •* _ 6.ANCHORCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE ._ DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 1 TAT OF o�Fd':c�0 Rt'0 •��\� ///is/ ONAt`E�G��\ Luis R.Lomas P.E. FL No.:62514 2 of 2 5/2/2017 J Florida Building Code Online littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... U.. +r lilt e BCIS Home i Log In 1, User Registration Hot Topics Submit Surcharge Stats&Facts ! Publications FBC Staff _ Product Approval �Ir.)i�i+�U l�� u;��USER: Public User Product Approval Menu > Product or Application Search >Application List>Application Detail zK FL # FL14095-R10 y. Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall I the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation &Management Institute 1 of 4 01/11/2018 03:25 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=w... Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Product Approval Method- Method 1 Option A Date Submitted 07/11/2017 Date Validated 07/26/2017 Date Pending FBC Approval Date Approved 07/28/2017 Summary of Products FL# Model, Number Description or Name 14095.1 Premium Atlantic Single Hung (8100) 36" x 72" Insulated Glass (5/16 in PVB or SC Vinyl Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14095 R10 C CAC NI011567.04-R3.pdf Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 04/30/2025 Impact Resistant: Yes Installation Instructions Design Pressure: +65/-70 FL14095 R10 II FL14095 R5 II DP65-70 36x72 Impact Inst Other: Laminated glazing FL14095 R10 II NI011567.04-R3 Dwgs 07252017.pdf interlayer material requirements Verified By: Hermes Norero, PE 73778 meet the current edition of the Created by Independent Third Party: Yes FBC in accordance with Evaluation Reports Miami-Dade NOA for DuPont FL14095 R10 AE PER3094.pdf SentryGlas and DuPont PVB Created by Independent Third Party: Yes interlayers. White PVC exterior extrusion meet the current edition of the FBC in accordance with Miami-Dade NOA for Quanex. IG back bedded with Dow 995. Safety glazing required to the exterior at heights above 30 feet. 14095.2 Premium Atlantic Single Hung (8100) 36" x 72" Insulated Glass (1/8 in - 1/8 out A Vinyl Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14095 R10 C CAC NI011567.08-Ri.odf Approved for use outside FL14095 R10 C CAC NI011567.09-R2.odf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2025 Design Pressure: +65/-70 Installation Instructions Other: White PVC exterior FL14095 R10 II NI011567.09-R2 Dwgs 07252017.odf extrusion meet the current edition FL14095 R10 II PAV TSH FBC 36x72 SS 2017-06-26.1)df of the FBC in accordance with Verified By: Hermes Norero, PE 73778 Miami-Dade NOA for Quanex. IG Created by Independent Third Party: Yes 2 of 01/11/2018 03:25 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_ap p_dtl.aspx?param=w... back bedded with Dow 995. Safety Evaluation Reports glazing required to the exterior at FL14095 R10 AE PER4869 SS 2017-06-26.pdf heights above 30 feet. Created by Independent Third Party: Yes 14095.3 Premium Atlantic ( Single Hung (8100) 52 1/8" x 75" Insulated Glass (3/16 in - 3/1( ---_� Vinyl Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL14095 R10 C CAC NI011567.06-R1.pdf Approved for use outside FL14095 R10 C CAC NI011567.07-R2.pdf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2025 Design Pressure: +65/-70 Installation Instructions Other: White PVC exterior FL14095 R10 II NI011567.07-R2 Dwas 07252017.pdf extrusion meet the current edition FL14095 R10 II PAV TSH FBC 52x75 SS 2017-06-26.1)df of the FBC in accordance with Verified By: Hermes Norero, PE 73778 Miami-Dade NOA for Quanex. IG Created by Independent Third Party: Yes back bedded with Dow 995. Evaluation Reports Windows with insulated glass FL14095 R10 AE PER4870 SS 2017-06-26.pdf wider than 36" require setting Created by Independent Third Party: Yes blocks. Safety glazing required to the exterior at heights above 30 i feet. 14095.4 Premium Atlantic Single Hung (8100) 52 1/8" x 75" Insulated Glass (5/16 in PVB o Vinyl Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14095 R10 C CAC NI011567.02-R2.1)df Approved for use outside Quality Assurance Contract Expiration Date HVHZ: Yes 04/30/2025 Impact Resistant: Yes Installation Instructions Design Pressure: +50/-60 FL14095 R10 II FL14095 R5 II DP50-60 52.125x75 Impact Other: Laminated glazing FL14095 R10 II NI011567.02-R2 Dwas 07252017.pdf interlayer material requirements Verified By: Hermes Norero, PE 73778 meet the current edition of the Created by Independent Third Party: Yes FBC in accordance with Evaluation Reports Miami-Dade NOA for DuPont FL14095 R10 AE PER3091.pdf SentryGlas and DuPont PVB Created by Independent Third Party: Yes interlayers. White PVC exterior extrusion meet the current edition of the FBC in accordance with Miami-Dade NOA for Quanex. IG back bedded with Dow 995. Windows with insulated glass j wider than 36"require setting , blocks. Safety glazing required to i the exterior at heights above 30 feet. 14095.5 Premium Atlantic j Single Hung (8100) 52 1/8" x 75" Insulated Glass (5/16 in SGP L Vinyl Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14095 R10 C CAC NI011567.01-Rl.pdf Approved for use outside FL14095 R10 C CAC NI011567-RI.pdf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2025 Design Pressure: +65/-75 Installation Instructions Other: Laminated glazing FL14095 R10 II FL14095 R5 II DP65-75 52.125x75 Impact interlayer material requirements FL14095 R10_II NI011567.01-R1 Dwqs 07252017.pdf meet the current edition of the Verified By: Hermes Norero, PE 73778 FBC in accordance with Created by Independent Third Party: Yes Miami-Dade NOA for DuPont Evaluation Reports SentryGlas and DuPont PVB FL14095 R10 AE PER3095.pdf interlayers. White PVC exterior Created by Independent Third Party: Yes 3 of 01/11/2018 03:25 PM Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=w... extrusion meet the current edition of the FBC in accordance with Miami-Dade NOA for Quanex. IG back bedded with Dow 995. Windows with insulated glass wider than 36" require setting blocks. Safety glazing required to the exterior at heights above 30 feet. Back Next 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 S Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a put electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please co Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the C they have one.The emails provided may be used for official communication with the licensee. However email addresses are F supply a personal address, please provide the Department with an email address which can be made available to the public. under Chapter 455,F.S., please click here. Product Approval Accepts: vrr'._ ar'.I FCON eChEck M Credit Card Safe seuuitymEmcs- 4 of 01/11/2018 03:25 PM NOTICE OF PRODUCT CERTIFICATION CFR7t CERTIFICATION NO: NI011567.04-R3 DATE: 05/23/2013 . -Wl Nil ' CERTIFICATION PROGRAM: Structural Q, COMPANY: JELD-WEN CODE: 1822-1 °F ?£op REVISION DATE: 01/13/2017 To veri fv that the"Notice of Product Certification"is valid,please visit ww%v.NAbllCertification.com to assure that the product isaciive and currently listed.This certilication represent_+ptuduct conformity to the applicablespecification turd that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product io claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-NN'EN "Premium Atlantic Vinyl Single Hung(8100)" 3737 Lakeport Boulevard Impact Rated Vinyl Single Hung Window Klamath Falls,OR 97601 (Pin or Flange Installation) Configuration:O./X Glazing:IG-1/8"Annealed Glassllaniin:ae- 1/8"Annealed Glass10.090"PVB huerlayerby Du Pond I18"Annealed Glass or IG-US"Annealed Glassllantinate- 1/8"annealedGlass%0.090"SentryGlas Plus by DuPont` IB"Annealed Glass Frame: W-914mm(36") I-1-1829nun(72") Sash: W-845nun(33.25") 11-883ntm(34.75") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +65/-70 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-387 -1 Expiration Date: April 30 2025 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 5.51 UAL THROUGH FRAME M114 b15TANCE CORKEn FOR ED&E.3/4' .3 INSTALLATION 2 ID\ EMBEUMEUT ILAX TH 11/2'MIN, EM8EDME1NJT 114-MAX skrM!IPILT -1/4'MAX SHIM SPACE 11 W13 MIN DISTANCE— FOR EDGE.3/4' CIAS$9TTZ 116- 011, GLAZING DETAIL JAMB SECTION(TYP) HORIZONTAL SECTION FRAME SECTION(TYP) I F-1 ' � VERTICAL SECTION t/1'MAX FROM 8'UAX CO;5ams 2 PREMIUM ATLANTIC VINYL SH WIND I! Eh•.REUMENT Max Frame DP RATING IMPACT I—WINDOW WIDTH pa'WAX) 36 x 72 65/-70 1 YES TYPICAL ELEVATION Wro DGE ITH FASTENER SPACING K�. LARGE MISSILE IMPACT Installation Notes: General Notes: 11. Seal flangelfraine to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load c 2. Use1110 PH or greater fastener though the jamb with sufficient length to penetrate a minimum of 1112' of the adopted International Building Cocle(IBC).the International Residential Code(IRC).the Fl into the wood framing. For 2X wood frame substrate(min.S.G.=0.42), Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck.masonry,steel)to be designed and anchored to properly transfer all loads 2. M glazing shall conform to ASTM E1300. to the st,ucture. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum.glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer project of installation. Addendum to NAMI DuPont-3mm annealed. Certification No: N1011567.04-R3 4. Use structural or composite shims where required. , Reviewed By: ."L�C— This schedule addresses only the fasteners required to anchor the Date Reviewed: 07/25/2017 window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does PROIECT ENGINUR! DAT: riot address he sealing consideration that may arise in different wall 06/30/2015 EN 3737 Lakepc conditions. For the Complete installation procedure,see the instructions DRAV.,4BY; SCALE: JELRV Klamath Falls,OR. packaged with the window or go to D.Vezo NTS Phone: (800)53 OiErxDBY: TITLE: vA-Av field-vie(i.cor.iiresourcesfinstallation. 3.KEantola APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window DISCLAIMER: This drawing and its contents are confidential and are not to be PART PRD No repioduced or copied in whole or in part or used or disclosed to others D E2 except as authorized by JELD-WEN Inc. IDENTIFIER NO. PLANT' 00 LAME AND LCK,ITIQN; I CAD DING.Ill.: REV: 5nEET 'AS TESMM' NCTL210-3875-fFBCI OF 398 E.Dania Beach Blvd. BUILDING DROPS Suite 338 3 Dania Beach,FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@ buildingdrops.com Product Evaluation Report Of'{. JELD-WEN Inc. Premium Atlantic Vinyl Single Hungb- Impact C fir Florida Product Approval Report No. 3094 Current Florida Building Code Method: 1 —A(Certificate) Category: Windows Sub—Category: Single Hung Product: Prenriunr A11antic Vinfl Single hung-Impact Material: PVC Product Dimensions: 36".r 72"(O/A) Prepared For: ,1FL1:)-\1"E ti, It1C. 3/37 [-,ihvporl Bh'd. 14I.unnIIt Falls. UR 97601 Prepared by: Hurtne5 F. Nol-ero. fl)J". ��`�ES F. 0��,�� Florida Professional Engineer 4 73778 Date:09/11/2014 .� 7 _ Contents_ Evaluation Report Pages 1 -4 o •; T T Oil- 46 rrn 11111 Hermes F.Norero,P.E. Florida No.73778 BUILDING DROPS Date: 0O: 30 4 Report 8/ /20 , e A Perfect Solution in Every Drop Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method(1)(a) Product Name: Premium Atlantic Vinyl Single Hung—Impact (Impact) 36"x 72"(0/X) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN,Inc. based on Method la of the State of Florida Product Approval,Department of Business and Professional Regulation-Florida Building Commission. Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions NCTL210-3875-1-FBC,signed and sealed by Hermes F.Norero,P.E.(FL# 73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, includine the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing NCTL210-3875-1-FBC require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions NCTL210-3875-1-FBC for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS Date: 0o: 30 4 Report No: 3094 !t A Perfect Solution in Every Drop Certificate of Aut horizat ion:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation and Management Institute(FBC Organization#:QUA 1789). Performance Standards: The product described herein has been tested per: TAS 201-94 TAS 202-94 TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories NW (FBC Organization#TST9341) Report#:NCTL-210-3875-1, Report Date:4/18/2013 2. Certification Agency National Accreditation and Management Institute (FBC Organization#:CER 1773) 3. Material Certification Miami Dade RER—Product Control Section NOA E.I.DuPont De Nemours&Co.,Inc.:PVB Interlayer 4. Material Certification Miami Dade RER—Product Control Section NOA Quanex Building Products:PVC Extrusions Hermes F.Norero,P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS Date: 0O: 30 4 � Report No: 3044 A Perfect Solution in Every Drop Certificate of Authorization:29578 Through Frame Installation: 1. Approved anchor types and substrates are as follows: A. For concrete(Min.f'c=3000 psi)or masonry substrate(Min.f'c=1500 psi)where one by(1X),non-structural,wood bucking is employed,use(1)3/16"diameter ITW Tapcon type concrete screw anchors per location of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. B. For concrete(Min.fc=3000 psi) or masonry substrate(Min.f'c=1500 psi)where wood bucking is NOT employed,use(1)3/16"diameter ITW Tapcon type concrete screw anchors per location of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For steel substrate,use(1)#8 Tek Screw type steel frame(min.18ga.)anchors per location of sufficient length to achieve minimum three threads of penetration beyond steel structure. Nail Fin Installation(Where applicable): A. For wood substrates(Min.S.G.=0.42)use(1)#10 Wood Screw type installation anchors per location of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. Refer to Installation Instructions(NCTL230-3875-1-FBC)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 65 PSF Negative 70 PSF Hermes F.Norero,P.E. Florida No.73778 Page 4 of 4