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Home My WebLink AboutPRODUCT APPROVALBCIS Home Log In User Registration _ Hot Topics I Submit Surcharge Stabs & Facts I Publications Contact Us BCIS Site Map I Links Search (cnda Product Approval d:,.pr 0 USER: Public User Product Approval Menu > Product or Application Search > Audicabon List > Application Detail FL # Application Type Code Version Application Status 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 SCANNFD St By Lucie C FL22378-R6 �u1)ty Revision 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 0 Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschrelber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 year 1994 TAS 202 1994' TAS 203 1994 Method 1 Option A Date Submitted O1/25/2019 Date Validated 01/28/2019 Date Pending FBC Approval Date Approved 02/04/2019 FL # I Model, Number or Name Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, Including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0170 for anchor details and water performance where required. Description Opaque I/S Single Certification Agency Certificate FL22378 R6 C CAC NI007077.07-R2.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514010A ndf FL22378 R6 AF 514014A.ndf Created by Independent Third Partv: Yes - 22378.2 Door Umtrd Fiberglass Side -Hinged 16'-8" Opaque O/S Single Door =; .3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x V-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0170 for anchor details and water performance where required. _ 22378.3 I Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0170 for anchor details and water performance where required. 22378.4 I Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0170 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.07-R2.ndf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 Ii FL0170 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AP 514010A.12df FL22378 R6 AE 514014A odf Created by Independent Third Party: Yes 6'-8" Opaque I/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R6 C CAC NI007077.07-R2 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.Odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.odf FL22378 R6 AE 514012A odf Created by Independent Third Party: Yes 6'-8" Opaque O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate EL22378 R6 C CAC NIO07077.07-R2 ndf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 f7 F10170.ndf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports F122378 R6 AE 514008A.ndf FL22378 R6 AE 514012A.odf Created by Independent Third Party: Yes 22378.5 Stormguard Fiberglass Side -Hinged 16'-8" Impact Glazed I/S or O/S Single Door w/ or w/o Sidelites Door Unit -. ..... ......- ',, Limits of Use , Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 9'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. Certificatic, ;ency Certificate FL22378 R. -,AC NI007077.09-R3 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 iI FL 0172.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.odf Created by Independent Third Party: Yes 22378.6 Door Unit Fiberglass Side -Hinged 1 6'-8" Impact Glazed I/S Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-55 Other: Evaluated for use In locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077 09-R3 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL 0172.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A odf FL22378 R6 AE 514012A.odf Created by Independent Third Party: Yes I.22378.7 ( Stormguard Fiberglass Side -Hinged 16'-8" Impact Glazed O/S Double Door w/ or w/o Sidelites Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. 22378.8 I Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. 22378.9 ( Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077 09-R3.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL 0172 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A odf FL22378 R6 AE 514012A.odf Created by Independent Third Party: Yes 8'-0" Opaque I/S Single Door Certification Agency Certificate FL22378 R6 C CAC NI007077.08 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0171 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514009A.0df FL22378 R6 AE 514013A.ndf Created by Independent Third Party: Yes 8'-0" Opaque O/S Single Door Certification Agency Certificate FL22378 R6 C CAC NI007077.08 .ndf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0171 ndf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514009A.odf FL22378 R6 AE 514013A.ndf Created by Independent Third Party: Yes 22378.10 1 Stormguard Fiberglass Side -Hinged 1 W-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. 22378.11 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0171.ndf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514011A.Ddf Created by Independent Third Party: Yes 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R6 C CAC NIO07077 08 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 IT FL0171.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514007A.Ddf FL22378 R6 AF S14011A.ndf Created by Independent Third Party: Yes 122378.12 I Stormguard Fiberglass Side -Hinged 18'-0" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43/-47 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system Is NOT required. See DWG-MA-FLO173 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NIO07077.04-R6 odf Quality Assurance Contract Expiration Date Installation Instructions Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6-AE 514007A.ndf FL22378 R6 AE 514011A.odf Created by Independent Third Party: Yes 22378.13 I Stormguard Fiberglass Side -Hinged 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +47/-45 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO173 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077 04-R6 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL 0173.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AF 514007A.ndf FL22378 R6 AE 514011A.Ddf Created by Independent Third Party: Yes say e 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 a -mail address released in response to a public -records request, do not send electronic mail 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(I), 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 bcuE. Product Approval Accepts: M PWM�111 � �kc_ >a NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: 1955 Powis Road Certification Date: West Chicago, IL 60185 Expiration Date: Revision Date: N1007077.07-R2 05/22/2017 12/31/2020 05/02/2018 p 180 4� r' Product: Fiberglass Impact Rated Opaque Inswing or Ontswing Door w/ and w/o Impact Rated Sidelites >;P" (w/Wood Frame or Worldwide Composite Frame' unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 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 Listin at www.Nainicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& X Single 1/S Opaque 3'0" x 6'8" +60/-65 0 psf Yes NCTL-210-3102-I/ATLNC 0129.02-15/ATLNC 10 1201-16 Maximum Panel Sim 3'0"x6'8" Anchor Details-MA-FLOI70-07/W-I807 Single 1010"V ._,.5 pssff/'._r_.9.0 psi 4 •yam Maximum Panel Size: 3'0"x6'8" 7.5 psfs Anchor Details-MA-FL0170-07/W-1807/W-1835/W-1860 XX US Opaque 6'0" x 6'8" +501-50.5 0 psf Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FLO170-07/W-1807 XX O/S Opaque 6'0" s 6'8" +551-50.5 3.75 psf/ 6.0 psf I Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double 8.25 psf 1/8.25 psf 4 Maximum Panel Size: 3'0" x 6'8" XO/OX I/S Opaque Door 6'0"x 6'8" +50.51-50.5 0psf Door -Yes NC'I'L-210-31U5-1/A'ILNCU129.01-15/A'1'LNCIU12.U1-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0"x6'8" Anchor Details-MA-FL0170-07/W-1807 XO/OX O/S Opaque Door 6'0" x 6'8" +551-50.5 3.75 psf/ 6.0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Singlew/Sidelite Glazed Sidelite 8.25psf'/9.0psf4 Sidelite-Yes Maximum Panel Size: 3'0"x6'8"/Sidelite::TO" x6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXO I/S Opaque Door 9'0" x 6'8" +50.51-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012,01-16 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x CV/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 OXO O/S Opaque Door 9'0" x 6'8" +551-50.5 3.75 psf/ 6.0 psf Door -Yes NCTL-210-3105-I/ATLNC 0129.01-15/ATLNC 1012.01-16 Singlew/Sidelites Glazed Sidelite 8.25psf 2/9.0psf 4 Sidelite-Yes Maximum Panel Size: .3'0"x6'8"/Sidelile:.3'0"x6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXXO US Opaque Door 12'4" x 6'8" +50/-50.5 0 psf Door -Yes NCTL-210-3105-I/ATLNC 0129.01-15/ATLNC 1012.01-16 Doublew/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 OXXO O/S Opaque Door 12'4" x 6'8" +551-50.5 3.75 psf/ 6.0 psf Door -Yes NCTL-210-3105-I/ATLNC 0129.01-15/ATLNC 1012.01-16 Doublew/Sidelites Glazed Sidelite 8.25 psf 1/8.25 psf I Sidelite-Yes Maximum Panel Size: 3'0"x6'8"/Sidelite:3'0"x6'8" National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: _,�t4� 1111 MASONITE. STORMGUARD FIBERGLASS DOOR UNIT 6' 6" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL 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. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: TF T ncanaiPnnu nvaruennu cerlun SELF IGNrtION TEMP ASTM D1929 752 'F > 650 'F 642 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN SMOKE DENSITY ASTM D2843 53.4% 70.2% TENSILE STRENGTH' I ASTM D638 3.2% DIFF 1.8% OFF 5. PIASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TRT ❑FSCRIPTION )FSIGNATON RFCIIIT SELF IGNITION TEMP I ASTM DI929 1 779 'F > 650 'F PATE 0E BURNING ASTM D635 0.0 IN MIN SMOKE DENSITY ASTM D2843 39.0% TENSILE STRENGTH' ASTM D638 3.6%. DIFF " COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 I 149' MAX. OVERALL FRAME WIDTH 21" MAX 36.375" MAX. D.L.O, - PANEL WIDTH I - 37.5" MAX. Y W/ASTRAGAL IT FRAME WIDTH -LL m � � x � S a � III !1! III Ali II ill 11 III ICI I�� ill Ili I III �I� �I III STRUCTURAL DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFlG MA%.WIDTH INSWING ALL OUTSWING INSWING BUMPER O S Z-SERIES 0 S HP 0 S T4 0 5 HIGH DAM 0 5 X 37.5 +60.0 -65.0 +60.0 -60.0 N A -4D.0 +50.0 -50.0 +60.0 -60.0 +60.0 -60.0 +55.0 -50.5 N A +25.0 -25.0 +40.0 -40.0 N A +55.0 -50.5 +55.0 -50.5 0% or XO 75 +50.5 -50.5 +55.0 -50.5 N A +25.0 -25.0 0 +40.0 -40.0 N A +55.0 -50.5 +55.0 -50.5 OXO 112.5 +SOS -50.5 +55.0 -50.5 N A +25.0 -2, +40.0 -40.0 N A +55.0 -50.5 +55.0 OXXO 149 +50.0 -50.5 +55.0 -50.5 N A +25,0 -25.0 +40. 1 -40.0 N A +55.0 -50.5 +55.0 -5D.5 _ TABLE OF CONTENTS SHEET #1 DESCRIPTION W KURT RALTHAZOR FLORIDA P.E. 156533 In a - p O O O 3 c�D 2 d U ti to U LL) 03 �� W W: SEE DETAIL .D. #8 x 2" #8 x 2" 6' SEE DETAIL 3. j E. 6 1 3' ---1 i-3• �� 3" I I I i _ _ W y _ A _w B o a oB , 6" 3 _ �� 11Ir 6• -� II c Y 3 t 3" 3' _ 3• 6' SEE DETAIL 'F. #10 x 5/8" #10 x 5/8" #10 x 1" #10 x 2-1/2" #10 x 1" #10 x 5/8" DETAIL "C" 0.9621 ■ p \. \ •� l•_� BUMPER • HA.. ••.• HP O/S THRESHOL : fjU�" �, .. fl 'L 3" 3' 6 #8 x 2" E5 I DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. mill r asulm wd EE DETAIL C. 6. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL m& d"W" owamm r a mtowDe ' r ixsvrto oAv CC91AlM i311i 0.1SP M/] ]✓ '0.1 a6o- SMd (ru 1}Im].Ip 1M ]�! -1]]V. 0.1]f IPY ARWTO.'m N' m0. an.- vAi CNY LY]F1 pW IYI]pL Im 0.W IPM1] 611mCIX6m AI}. W"'L fMll 011 MLIK YKG 1/Y SIL —TI— TYPICAL GLAZING DETAI IMPACT RATED GLASS fGIIYL IW1. M KIY 9VILG ix�i�tiC 1/9' 9K c co UQ 0 (p O0� <tn0 U CL _ ��U Q F- N CTw M.... N.T.S. ' owc. ar. SWS fK f 6" — 3' --I 3" I — MIN � � e U a SEE DETAIL J'D" SHT, 2 � o SEE DETAIL 'C' SHT. 2 i y I ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) 1M2IN 7' 'A . 0.15' FASTENER RATING FROM THE DIFFERENT FASTENERS MAX BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CLI- #10 WOOD SCREWS, 1 4' TAPCONS, AND #10 TEK SCREWS..e�'�,: A PHYSICAL SHIM ML77977IC= SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY DISTANCE MIN 1/2". ANCHOR INSTALLATION 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 7� ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. (> ' 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. 6 3° 1 L C c -- I I 3l 0 — w I II j--oG V II II II 11 B % 6" 4 t 6" y — 1—"6" 3, I 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. — 0.25' SHIM CL — — �i 1X BUCK MASONRY ANCHOR INSTALLATION , BUTT HINGES. 1'X1/2" CORRUGATED #IOX2' WOOD SCREW 3' FROM EACH END 6' FROM EACH END AND 7" OC AND 12" CC ( ACRYLIC CAULK A A EMX CAULK CL :OMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) CL TYPICAL WOOD BUCK ANCHOR INSTALLATION INTEGRAL WOOD MULLION (CHS) (4 gq1OX2-1/2' 00D SCREWS EACH END A INTEGRAL WIN MULLION (CHS) W: OF L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville. NC 27023 Report #. 514010A 434-688-DW9 Date: 10/10/2017 rllomas,51domasDe. corn Test Report: N/A Product: Single door Tx 6'8" (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/ 8 w/out gap: a. With threads present in shear plane Fastener Type: #10 wood screw (NOS 2012, NOS 2015, TR12) 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: Fy= 80,000 psi Side member: Douglas Fir -Larch (G-050) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: tr= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F„= 4.650 psi Main member dowel bearing strength: Fa,= 3.350 psi Side member dowel bearing length: I.= 1.000 in Main member dowel bearing length: 1„= 1.140 in Made h, qm= 636.5 lbs/in P= 725.61 lbs Ko= 2ADO Z,,,= 302 lbs Mode I. qs = 884 Ibs/in P = 884 lbs Ko = 2.400 Z,- 368 lbs Min. Design wIue: Z= 110 Ibs Duration Factor: Co= 1.6 Made II A: 0.0007 B: 1.07 C:-427.674 P= 331 lbs Ka = 2.400 Z= 138 Ibs Made III A: 0.00097 8: 0.57 C:-253.623 Ms = 46.8 in-lbs p = 297 lbs Ko= L,100 Z= 124 lb. Fastener type: 1/4 1TW Tapcan Tabulated wNas N.O.A. 16-122206 Substrate: Hallow black Minimum embedment: 1.25 in Actual edge distance: 250 in Made III, A: 0.00107 8: 0.5 C: -267.699 Mm= 46.8 in-lbs P = 319 Ibs Kro = 2,400 Z= 133 Ibs edge distance apac1-9 fin) 2.00 4.00 2.00 130 161 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z..= 155 lbs/anchor four iaternalothm when neededl Tabulated design wiue: Z= 1266 lbs Safety factor: Fs= 4 _ Allawable Design Value (ZFs): Z'= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchar Note. Anchorswith N¢ least capaelryis used /or calculations ro qualiyanchors wiN higher capacity. Anchor calculations. minimum reaufred anchors 36.38 Design pressure: 85.0 psi M1 79.25 1 of 3 Max. Anchor Area Load Ind. Cap. qty I Load I (fir') a) (lbs) (in) O.C. Result (in) (Ibs) (Ibs) A, 2.3 195 N/A N/A 155 2 98 OK Ar 7.7 656 6.001 18.00 1 155 5 1 131 OK Mode IV A: 0.00135 8: DODD Ca -93.6 p= 263 lbs Kb = 2,400 Z= 110 Has \S 11�1 I !L/j///�/i i t• 0 51 •1t� ;; STATE OF 'OFSORtdQ: G� % 1 111ONAL1E \\`� Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P. E 1432 WO0r//Ord Ra, ManUlacturer: Masonite LeMsnne. NC 27023 Report #: 514010A 434-668-06o9 Date: 10/10/2017 rllomasAlrlomasoe com Anchor Locations: i38 tBA9 6.00 NP. 6.00 NP. 6.00 1 e• MAX O.C. 79.25 J- 6.00 2of3 „6251 •1k — �� TAT OF m�?G��\ Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 WWdI0rd Rd. Manufacturer: Masonite teMwille. NC 22023 Report #. 514010A 434-6BB-0609 Date: 10/10/2017 rllomaspirlonlaspe corn 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 1/4" 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 SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.00D PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048') FY=33KSVFU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 3of3 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 1 of 3 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville. NC 27023 434-68&0609 Manufacturer: Masonite Report#: 514014A Date: 10/10/2017 rllDmas(ci)Irlomasoe.com Test Report: N/A Product: Single door 3'x6'6' (Composite 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 Flodda Building Code. Anchor capacity in shear condition: Solid members w/ 6 /out gap: a. With threads present in shear plane Fastener type: 910 wood screw Nomml diameter D: 0.190 in (NOS 2012, NDS 2015, TR12) rap: g: 0.0000 in Auer diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1140 in Screw bending yield strength: F,= 80,000 psi Side member: PVC Main member: Spruce -Pine -Fir (G=0.42) Side member thickness: ;= 1A00 in Main member thickness: t•= 1.500 in Side member dowel bearing strength: F.= 10.000 psi Main member dowel bearing strength: F., = 3,350 psi Side member dowel bearing length: 1,= 1.000 in Main member dowel bearing length: 1,= 1.140 in Made In Mode I, Mode II Mode III• Mode III,, Mode IV qm= 636.516s/in qs= 190016s/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105 P= 725.61 lbs P= 1900 lbs B: 1.07 8: 0.57 8: 0.5 8: 0.000 Ko= 2.400 Ko= 2.400 C: .681.799 C: .253.623 C. -521.824 C: -93.6 Z,= 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 46.8 fir-lbs Ko = 2.400 P = 324 lbs P = 529 lbs P = 299 lbs Min. Design value: Z= 125 lbs Z= 212 lbs Ka= 2.400 Ko= 2AGO Ko= 2.400 Duration Factor: Ca= 1.6 Z= 135 lbs Z. 221 lbs Z= 125 lbs Allowable Design Value CZCo): Z'= 199 lbs/anchor Fastener type: 1/4 rM Tapcon Tabulated values N.O.A. 16-1222.06 edge spvchg (in) Substrate: Hallow block distance 2.00 4.00 Minimum embedment: 1.25 in 1 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 1 02 Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 155 lbs/anchor (per Interpolation when needed) Fastener type: 910 Self tapping screw (Calculations per 2015 Aluminum Design Manual, section 7.&5) Nominal screw diameter: D: 0.190 in Screw root area: A, 0,0151 ine Actual edge distance: de: 1.085 in Screw shear ultimate strength: F. 54.0 ksi Per table 33.2 of 2010 Steel Construction Manuel lath Edition Side member material: Vinyl PVC Main member material: 6063-T5 aluminum Thickness: tI 1.000 in Thickness: to 0,052 in Ultimate tensile strength: Fwn 14 ksi Ultimate tensile strength: F.e 22 ksi Nominal strengthper bearing(sidemembery Rn=2Dt,Ft,,, Rnl= 5320 lbs (Eq 7.5-12) Nominal strength per bearing (main member): An 20t,,F,„ t Rn2 = 435 lbs (Eq 7.5-12) Nominal strength per tilting: Rn= 4.2(te31))v2f,.,,e Rn= 478 lbs (Eq 7.5-13) Nominal screw shear strength: Rn=A.Fw/1.25 Rn= 654 lbs (Eq 3.5-14) Safety factor: n= 3 Allowable he., and bearing capacity: P. 145 lbs/anchor Fastener type: #to 5d1' tapping screw (Calculations per AISI-S100-12, sections A2.3.2 and E4.3.1) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,,, 54.0 ksi Screw root ores: A, 0.0151 ine Per table 73.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal framing Thicknus: tI LWO in Thickness: to ^^•^'_ Ultimate tensile strength: F. 14 ksi Ultimate tensile strength: Fa�r�///// Nominal strength per tilting: An= 4.2(t23O)Ir1F12 Rn= 1001 lbs (Eq E4.3.1-1) � �. `O,��/�i Nominal strength per bearing (side member): An 2.7DtIF, AN = 7182 lbs (Eq E4.3.1-2 and 4) �N J\ e • e 4I Nominal strength per bearing (main member): Rn= 2.7DieF,a Rn2 = 1280 Ibs E4.3.1-3 •'\r E N .ram (Eq and -5) ` �• s�'9s Nominal screw shear strength: Rn=A,Fw/1.25 Rn= 654 lbs Safety factor: 0=3 w 0 C7551 *. Allowable shear and bearing capacity: P. 218 Ibs/amMor y`' • t Minimum anchor capacity: 145 lbs/anchor C`/' �� TAT d F • Note: Anchors with Me least cepaeiryls used for calculations to qualityanchors with highereepeeity. ��O . kI N Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 WWdrORI Rd. Lewisville. NC 27023 434-688-0609 rl lomas,7lrlomasoe_ccm Manufacturer Masonite Report #. 514014A Date: 10/1012017 Anchor calculations. minimum reauiredanchors 36.38 Design pressure: 85.0 psf f I 2 A2 79.25 Al Zone Area (frz) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Land (Ibs) Al 2,3 195 N/A WA 145 2 98 OK Az 7.7 656 6.00 18.00 145 5 131 R Anchor Locations: 38.38 t e.19 6.00 7YP. 6.00 NP. 6.00 I 18' MAX O.C. 79.25 6.00 2of3 \\\\J\s %�lII1Ll0/7i �.••��CENS�'9s�y *• 0 51 •yt= STATE OF ; w0 ID z�ssVoNA��eG� Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P. E- 1432 WWdbro Rd. Mawfaciurer. Masonite Le.s.le. NC 27023 Report #. 514014A 434-688-0609 Date: 10/10/2017 rllomas(cl rloma soe.com Installation instructions: - 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 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 1/4" 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 SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Frn=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 3 of 3 Oki I 11L O 13-.4T((A�ATTE OF �8`S; ..� ORIOP GN� NAhEa��`� Luis R. Lomas P.E. FL No.: 62514 10/10/2017