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Home My WebLink Aboutproduct approval Florida Building Code Online Page 1 of 3 5 �T p+sf BCIS Home I Log In I User Registration ' Hot Topics i Submit Surcharge i Stats&Facts i Publications Contact Us i BCIS Site Map i Links Search -• Florida Product Approval FRECIEIVED USER:Public User 2p9 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL22513-R2 ST. Lucie County, Permitting Application Type Revision Code Version 2017 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 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email >11 Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing 0. r. 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 f Date Submitted 04/16/2018 Date Validated 04/18/2018 Date Pending FBC Approval Date Approved 04/24/2018 I • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwO... 9/9/2019 I • Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or O/S Single or Double Door w/or W/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC N1013747.01-Rl.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure:+50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.2df Building Code,including the High Velocity Hurricane Zone, Verifled 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.When Evaluation Reports Impact resistance is required,hurricane protective system is FL22513 R2 AE 514008.0f required. Door top rails stamped"HPC".See DWG-MA-FL0212 Created by Independent Third Party:Yes for details. 22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit Unit Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22513'R2 C CAC NI013747.04.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure:+70/-70 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215 odf 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.When impact Evaluation Reports resistance is required,hurricane protective system not FL22513 R2 AE 514009.pdf required.See DWG-MA-FL0215 for details. Created by Independent Third Party:Yes i 22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747 04 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +45/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215 odf 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.When Evaluation Reports Impact resistance is required,hurricane protective system not FL22513 R2 AE 514007 odf required on opaque panels,but is required on glazed Created by Independent Third Party:Yes sidelites.See DWG-MA-FL0215 for details. 22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747 04.odB Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure:+50/-45 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215 odf 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.When Evaluation Reports impact resistance is required,hurricane protective system not FL22513 R2 AE 514007pdf required on opaque panels,but is required on glazed Created by Independent Third Party:Yes sidelites.See DWG-MA-FL0215 for details. 22513.5 Wood-edge Steel Side-Hinged Door 8'-0"3/4-Lite Glazed I/S or O/S Single or Double Door w/or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22513 R2 C CAC NI013747.06 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 i Design Pressure:+40/-40 Installation Instructions i Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0217 odf 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.When Evaluation Reports Impact resistance is required,hurricane protective system is FL22513 R2 AE 514007 odf required.See DWG-MA-FLO217 for details. Created by Independent Third Party:Yes 22513.6 Wood-edge Steel Side-Hinged Door 6-8"Opaque I/S or O/S Single Door Unit https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwO... 9/9/2019 Florida Building Code Online Page 3 of 3 4'• , 7 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747-Rl.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure:+70/-70 Installation Instructions Other:Evaluated for use in locations adhering to the Florida , FL22513 R2 II FL0211.Ddf 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 6'-8"max nominal size.When Impact Evaluation Reports resistance is required,hurricane protective system not FL22513 R2 AE 514010.Ddf required.See DWG-MA-FL0211 for details. Created by Independent Third Party:Yes 22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S.Single or Double Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747-Rl.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure:+55/-55 Installation Instructions Other:,Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211 odf 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.When Evaluation Reports impact resistance is required,hurricane protective system not FL22513 R2 AE 514008.odf required on opaque panels,but is required on glazed Created by Independent Third Party:Yes sidelites.See DWG-MA-FL0211 for details. I 22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.03-R1 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0214.pdf 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.When Evaluation Reports Impact resistance is required,hurricane protective system is FL22513 R2 AE 514008.Ddf required.See DWG-MA-FL0214 for details. Created by Independent Third Parry:Yes I 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 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 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 tinder Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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: ® M M ........... Credit Card• Safe i I I https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwO... 9/9/2019 - ^+ L.,Roberto Lomas P.E. 1b2 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report# 514008 434-686-0609 Date: 05/01/2017 rllomas(cDlrlomasl)e.com Test Report. N/A Product. Double Door with and without sidelites 12'x6'8"(wood frame) scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to jthe product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/3 w/out gap: a. With threads present in shear plane Fastener type:#10 woad screw (NDS 2012,TR12) l Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member: Douglas Fir-Larch(G=0.50) Main member: Spruce-Pine-Fir(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F� = 4,650 psi Main member dowel bearing strength: F_= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in Mode I Mode I. Made II Mode III„ Mode III, Mode IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P= 725.61 Ibs P= 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 KD= 21400 KD= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6 Z.= 302 Ibs Z, 368 Ibs P= 331 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs KD= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs Min.Design value: Z= 110 Ibs Z= 138 Ibs KD= 2.400 KD= 2.400 KD= 2.400 Duration Factor: CD= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value(ZCD): Z'= 175 Ibs/anchor Solid members w/6 w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,TR12) Nominal diameter: D: 0.190 in Gap: 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: Fyb= 80,000 psi Side member: Douglas Fir-Larch(G=0.50) Main member: Steel strop/clip Side member thickness: 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 member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in I Mode I,;' Mode I. Mode II Mode III„ Mode III, Mode IV qm= 11752 Ibs/in qs= 884 Ibs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P= 13397 Ibs P= 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 KD= 2.400 KD= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6 4= 5582 Ibs Z,= 368 Ibs P= 2287 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs KD= 2.400 P= 2126 Ibs P= 420 Ibs P= 392 Ibs Min.Design value: Z= 163 Ibs Z= 953 Ibs KD= 2.400 KD= 2.400 KD= 2.400 Duration Factor: CD= 1.6 Z= 886 Ibs Z=. 175 Ibs Z= 163 Ibs Allowable Design Value(ZCD): Z'= 262 Ibs/anchor Fastener type: 1/4"ITW Tapcon N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z= 202 Ibs Edge distance: 2.00 in Tabulated shear design value: Z= 161 Ibs Actual edge distance: 2.50 in Reduction factor: 0.85 Spacing: 4.00 in Tabulated shear design value: Z= 202 Ibs Spacing: 2.00 in Tabulated shear design value: Z= 164 Ibs a a \ Actual spacing: 3.00 in Reduction factor: 0.91 v • �j G N• • Allowable Design Value(ZfAN): Z"= 155 Ibs/anchor �• �� s�••S i Minimum anchor capacity: 155 Ibs/anchor • �** . I -Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. • TAT o f .• . w- s7ONAL,0�� Luis R. Lomas P.E. 1 of 3 FL No.: 62514 5/2/2017 I i L.`rRoberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008 434-688-0609 Date: 05/01/2017 rllomas(EDIrlomaspe.com Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf I _ Max. Anchor Al Al Area Load Ind. Y Y Zone (ft2) (Ibs) (in) O.C. Cap. Qty Load Result nz- nz 79.25 (in) (Ibs) (Ibs) Al Al-A 2.3 138 N/A N/A 155 1 138 OK i -1� AZ 7.7 463 6.00 21.00 155 5 93 OK 72.75 1 A3 1 7.7 1 463 N/A N/A 155 3 154 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf -- ' � Max. Anchor -. Area Load Ind. Al A4 A4 Al Zone x O.C. Cap. Load Result �Y Y Y Y_ � (ft) (Ibs) (in) (in) (Ibs) Qty (Ibs) 79.25 Al 2.4 146 N/A N/A 155 1 146 OK Ai Aa Aa Al AZ 7.9 473 6.00 21.00 155 5 95 OK -1 A3 7.8 468 N/A N/A 155 4 117 OK 147.75 A4 2.3 138 N/A N/A 155 1 138 OK A5 1 7.7 463 N/A N/A 155 3 154 OK - Anchor Locations: Double door 36.38 36.38 6.00 TYP. 6.00 T P. 18.19 T'P. 3.00 T'P. 6.00 13.45 MAX.O.C. I 79.25 i - ENO (P 6.00 *• oAD51 *= • TAT 0 F • . g �O Luis R. Lomas P.E. FL No.: 62514 2 of 3' 5/2/2017 ' • 5 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008 434-688-0609 Date: 05/01/2017 rllomas(MIrlomasoe.com Double door,with sidelites 37.50 -i- 36.38 36.38 ---- -37.50 --J i 18.75'fYP.- I 6.0o n?. 6.00 n?.- 18.19 wp.- I. 3.00 n?. - j 6.00 13.45 MAX O.C. t I i i 79.25 I I i i 6.00, Installation instructions: 1. 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 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" 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 j SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:A. f B.CONO RETIE I MINIMUM CNMM IOM FIC REES8 TY E STRENGTH OF 2,000 PSI. `\`�OF G=0.42 �J�S R• L d� . . C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. ` �I� \G E N S qtn D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI • 052"THICK MINIMUM ' 4TAT 06. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THEDESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 0 OF tt/ ;cC0R10t' � s/ONAL, III Luis R. Lomas P.E. 3 of FL No.: 62514 3 5/2/2017 Do 1111 MASONITE. 149'MAX. OVERALL FRAME WIDTH ex: Q " J Q 3/4-LITE WOOD-EDGE STEEL DOOR UNIT 21 MAX 36.375" MAX. 21" MAX D.L.O. PANEL WIDTH --D.L.O. 37.5" Max. zq O J 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH GENERAL,NOTES _ I O Q i 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO - THE FLORIDA BUILDING CODE AND WHERE PRESSURE Z U } REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _ Z L U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. x p q w 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, ¢HURRICANE PROTECTVE SYSTEM (SHUTTERS) IS REQUIRED. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 w i +I AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. Ed � vl a 5. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME- SELF IGNITION TEMPD635 1.2'F > 650'F RATE OF BURNING ASTM D635 1.26 IN.MIN � SMOKE DENSITY ASTIR 02843 70.2% q` TENSILE STRENGTH ASTM D638 1.8% DIFF 1�0 + COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W12DELIB o oo � lcn a i V m i 0 J • • p ! p • 0 ttt W CA SINGLE DOOR UNIT DOUBLE DOOR UNIT ,SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT ¢ WITH SIDELITE WITH SIDELITE WITH VENTLITE ;oo WHERE WATER INFILTRATION PERFORMANCE IS' DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG I MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S 11 Z-S IES-300.0S WDAM T4N OA.S HP N 0AA S 37.5 +50.0 -50.0 +50.0 -50. N/A +20.0 -20.0 + 0.0 +50.0 -50.0 +50.0 0 XX 74 +50 .+OX or XO 75 +50 - 0.0 50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 N A + -50.0 0 0. ¢Z OX O 112.5 +500 -50.0 50.0 N A +20. N +50.0 0.0 A +20.0 -20.0 +30:0 -30.0OXXO 149 +50 -5 -500 +50.0 00X-VENT 37.5. - -5 . tt}N A M A N A N A N A N A DATE 5 26 17 SCALL N.T.S. TABLE OF CONTENTS Ada rdatoN M M.eY: sws trot.BY, 9 SHEET # DESCRIPTION CaINO.• 0l3 KURT BALTHAZOR p� c�, 1 TYPICAL ELEVATIONS & GENERAL NOTES R �' FLORIDA P.E. 2 ANCHORING LOCATIONS & DETAILS /�56533 '• DWG-MA-FL0214-17 3 IANCHORING LOCATIONS & DETAILS .Hear 1 ov 3 $ � �hcA�° boy Company: Masonite International Corporation Certification No.: NI013747.03-R1 _ 1955 Powis Road Certification Date: 06/08/2017 - Gx IVY ° West Chicago,IL 60185 Expiration Date: 06/30/2021 ,� r - - Revision Date: 04/13/2018 Product: Wood-Edge Steel 3/4-Cite or Less Glazed Inswing or Outswing Door w/Full-Cite or Less Non-Impact .4 Rated Sidelites(w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E330-02 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 certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied.This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com.NAMI's Certification Pro ram is accredited b The American National Standards Institute ANSL. Inswing Glazed Structural Water Test Report Number Configuration or or Maximum Design Test Drawing Number& Outswing Op a ue Size Pressure Pressure Comments X I/S Glazed 3'0"x 6'8" +501-50 0 psf NCTL-110-19469-1 Single 3/4-Lite Max Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0214-17 X O/S Glazed 3'0"x 6'8" +501-50 3.0 psf NCTL-110-19469-1/W-1857 Single 3/4-Lice Max 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 pSf 1.4.1 Anchor Details-DWG-MA-FL0214-17 X I/S Glazed 3'0"x 6'8" +501-50 0 psf NCTL-210-3461-1/W-1857 Single Ventlite Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0214-07 X O/S Glazed 3'0"x 6'8" +50/-50 0 psf NCTL-210-3461-1/W-1857 Single Ventlite Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0214-07 XX I/S Glazed 6'0"x 6'8" +501-50 0 psf NCTL-110-19469-1 Double 3/4-Lite Max Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0214-17 XX O/S Glazed 6'0"x 6'8" +50/-50 3.0 psf' NCTL-110-19469-1 Double 3/4-Lite Max 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50psf' AnchorDetails-DWG-MA-FL0214-17 XO/OX I/S Glazed 6'0"x 6'8" +501-50 0 psf NCTL-110-19469-1 Single w/Sidelite 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 XO/OX O/S Glazed 6'0"x 6'8" +501-50 3.0 psf' NCTL-110-19469-1 Single w/Sidelite 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'b"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FL0214-17 OXO I/S Glazed 9'0"x 6'8" +50/-50 0 psf NCTL-110-19469-1 Single w/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 OXO O/S Glazed 910"x 6'8" +501-50 3.0 psf' NCTL-110-19469-1 Single w/Sidelites 3/4-Lice Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FL0214-17 OXXO US Glazed 12'4"x 6'8" +501-50 Op sf NCTL-110-19469-1 Double w/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 OXXO O/S Glazed 12'4"x 6'8" +501-50 3.0 psf' NCTL-110-19469-1 Double w/Sidelites 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FL0214-17 t-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outsvving Threshold 3-Hi-Dam Outswing Threshold 4-Pro T4 Threshold 5-HP Outswing Threshold National Accreditation&Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax:(804)684-5122 NAMI AUTHORIZED SIGNATURE: n - - SEE DETAIL 3„ 6 6" O "E" SHT. 2 3' 3" " r 6• 6 — 6" 6"—' i 6' � .� s p n N _ _ L p¢ i aIn SEE DETAIL a FW- U')U n"D" SHT. 2- _ V) ZO I— j 0 J c L-I SEE DETAIL w "C" SHT. 2 ° N K 6" _ E r`Toa r5 3e 3" 3 6 6" :` 3" Uf I SEE DETAIL 6. o "F" SHT. 2 6T- j- HARDWARE SCHEDULE - � I 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND vvi- SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. o £' I ATTACHMENT DETAIL 1MIN i ., 2. 4" X 4' FULL MORTISE BUTT HINGES. 1. ANCHOR ANALYSIS FOR, LOADING CONDITIONS PREPARED, '-MAX" 1"X1/2" CORRUGATED #10X2" WOOD SCREW wl SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END 6 FROM EACH END = vi (FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" OC AND 12" OC F CL— �, o FASTENER RATING FROM THE DIFFERENT FASTENERS w V) BEING CONSIDERED FOR USE. JAMB, HEAD, AND AC �' THRESHOLD FASTENERS ANALYZED FOR THIS UNIT IN CAULK cAU X #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY AC L SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION A EX cL W LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 I�a WOOD SCREW EDGE DISTANCE MIN 3/4". COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0.25" / —MAX (3) {{II10X2-1/2" ¢z ,.. OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WO6D SCREWS MINIMUM EMBEDMENT OF 1-1/4": ry EACH END CL—� �— AM wAm to WM DATE: 512 17 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO r ® N.TS. TRANSFER LOADS TO STRUCTURE. " � owc En: sws 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATION DKAwiHc No.: INTEGRAL WOOD DWG-MA—FL0214-17 MULLION'(CHS) SHEET 3 OF 3 J _ - - 7n �. oDo 6" SEE DETAIL 3" "6" (�O •E" _1 3" 3" 3" 3" 3" 3" + J F O ' 1 I I I I I 6 to O 6" 6"-I -�- " 6 LC �: t� { s" - 3• in in j �U .OM — — N x Mn LO yW,SD DETAIL ¢ W r - SEE DETAIL �p Q SEE DETAIL- "C" - A - w w - - g 6 g 6 Fi "CO H 6" v G . _ lot 6" } y 6" 3" � •� all m 6" I- • 3" - e 3" 3" 3 3" 6" 6" 6. �J 6. SEE DETAIL 'I1 #8 x 2" 3 m ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH v7 #8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE o STRUCTURE DEEP ENOUGH x #10 x 5/8" FOR A 1.375" THROW w #8 x 2" #10 x 1" DETAfL "E" ASTRAGAL z #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o j- #10 x 1" STRIKE PLATE TO FRAME o #10 x 5/8 AS SHOWN. DETAIL "C" DETAIL "D" ro �w 1 0.962"� 1-1 Y NELASTOUER� 1.375" 1.437" ge x 1-1/2"PIis T T T Qo INSWING THRESHOLD BUMPER 0 S THRESHOLD T4'O/S THRESHOLD Z HOT MELT� ~, 1e.� 1/2'BITE ELASTOMER o`er : > 1GNA 1,482" 1.75" 1.047" ExT!$I4B mpg Rsviered8y sr� N.T.S. S 1.437" L61 1-8 �.. TYPICAL GLAZING .DETAIL M. swsff��m , 444... 1. T T T NON-IMPACT_GLASS CHIC.BY: OWING NO.: Z-SERIES OjS.THRESHOLD SIGH DAM O/S THRESHOLDDAM O/S THRESHOLD HPHP OZ5 THRESHOLDTHRESHOLD DWG—MA—FLO214-77 sHEE7_,L OF 3