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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 4 usinessj ° a s ' • rt ,.. .,1 ;311 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search db r 4 Product Approval RECEIVED USER:Public User Product Approval Menu>Protluct or Application Search>Application Lis[>Application Detail FEB 13 2018 FL# FL22378 R2 ST. Lucie County, .$ Permitting 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 Institute Validated By National Accreditation&Management Institute 0 UReferenced Standard and Year(of Standard) Standard Year TAS 201 1994 W TAS 202 1994 TAS 203 1994 _I Equivalence of Product Standards Certified By V I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK... 1/27/2018 Florida Building Code Online Page 2 of 4 Date Submitted 12/01/2017 Date Validated 12/01/2017 Date Pending FBC Approval Date Approved 12/06/2017 Summary of Products FL# Model,Number or Name Description 22378.1 Stormguard Fiberglass Side-Hinged 6-8"Opaque I/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077 07 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0170.odf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 3'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required. See DWG-MA- FL22378 R2 AE 514010A.Ddf FLO170 for anchor details and water performance where FL22378 R2 AE 514014A.Ddf required. Created by Independent Third Party: Yes 22378.2 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0170.Ddf Florida Building Code, including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 3'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required. See DWG-MA- FL22378 R2 AE 514010A.Ddf FLO170 for anchor details and water performance where FL22378 R2 AE 514014A.Ddf required. Created by Independent Third Party: Yes 22378.3 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single or Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0170.Ddf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514008A.Ddf FLO170 for anchor details and water performance where FL22378 R2 AE 514012A.Ddf required. Created by Independent Third Party: Yes 22378.4 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single or Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC N1007077.07 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0170.Ddf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514008A.Ddf FLO170 for anchor details and water performance where FL22378 R2 AE 514012A.Ddf required. Created by Independent Third Party: Yes 22378.5 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S or O/S Single Door w/or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC N1007077.09 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0172.Ddf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3 M6m9°/`2fK... 1/27/2018 Florida Building Code Online Page 3 of 4 design pressures listed.9'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514008A.Ddf FLO172 for anchor details and water performance where FL22378 R2 AE 514012A.Ddf required. Created by Independent Third Party: Yes 22378.6 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.09 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50/-55 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0172.Ddf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required. See DWG-MA- FL22378 R2 AE 514008A.Ddf FLO172 for anchor details and water performance where FL22378 R2 AE 514012A.odf required. I Created by Independent Third Party: Yes 22378.7 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed O/S Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.09 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 11 FL0172.Ddf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514008A.odf FLO172 for anchor details and water performance where FL22378 R2 AE 514012A.Ddf required. Created by Independent Third Party: Yes 22378.8 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.08 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 11 FL0171.1)df Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 3'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514009A.odf FLO171 for anchor details and water performance where FL22378 R2 AE 514013A.Ddf required. Created by Independent Third Party: Yes 22378.9 StormguUnard Fiberglass Side Hinged 8'-0"Opaque O/S Single Door Door it Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC N1007077.08 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 1I FL0171.odf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 3'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514009A.Ddf FLO171 for anchor details and water performance where FL22378 R2 AE 514013A.Ddf required. Created by Independent Third Party: Yes 22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC N1007077.08 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0171.odf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system is NOT required.See DWG-MA- FL22378 R2 AE 514007A.Ddf FLO171 for anchor details and water performance where FL22378 R2 AE 514011A.pd required. Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9`/o2fK... 1/27/2018 Florida Building Code Online Page 4 of 4 22378.11 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.08 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0171.1)df Florida Building Code, including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system is NOT required. See DWG-MA- FL22378 R2 AE 514007A.Ddf FLO171 for anchor details and water performance where FL22378 R2 AE 514011A.Ddf required. Created by Independent Third Party: Yes 22378.12 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed I/S Single or Double Door w/or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.04 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +43/-47 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0173.odf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system is NOT required. See DWG-MA- FL22378 R2 AE 514007A.Ddf FLO173 for anchor details and water performance where FL22378 R2 AE 514011A.Ddf required. Created by Independent Third Party: Yes 22378.13 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed 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 FL22378 R2 C CAC NI007077.04 .odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +47/-45 Installation Instructions Other: Evaluated for use in locations adhering to the FL22378 R2 II FL0173.odf Florida Building Code, including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system is NOT required. See DWG-MA- FL22378 R2 AE 514007A.Ddf FLO173 for anchor details and water performance where FL22378 R2 AE 514011A.Dddf required. I Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 mail 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 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 here,. Product Approval Accepts: aj ® achrri. Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3 M6m9%2fK... 1/27/2018 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI007077.09-R1 / 1955 Powis Road Certification Date: 05/22/20017 w' West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 09/27/2017 �s Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Impact Rated Sidelites (w/Wood Frame or Worldwide Composite Frame' unless noted) ' trtll 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 Listing at www.Namicertification.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& Outswing Opaque Size Pressure Pressure Rated Comments X US Glazed 3'0"x 6'8" +55/-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 X O/S Glazed 3'0"x 6'8" +55/-55 3.75 psf/6.0 psfYes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single 8.25 psf 2/9.0 psf^ Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 XX I/S Glazed 6'0"x 6'8" +50/-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 XX O/S Glazed 6'0"x 6'8" +55/-55 3.75 psf/6.0 psf' Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double 8.25 psf'/8.25 psf n Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 XO/OX I/S Glazed Door 6'09'x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 XO/OX O/S Glazed Door 6'0"x 6'8" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf'/9.0 psf 4 Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL11172-07/W-1807/W-1835 OXO I/S Glazed Door 990"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 OXO O/S Glazed Door 910"x 6'8" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites 8.25 psf'/9.0 psf° Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 OXXO I/S Glazed Doors 12'6"x 6'8" +50/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 OXXO O/S Glazed Doors 12'6"x 6'8" 1551-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-I6 Double w/Sidelites Glazed Sidelites 8.25 psf'/8.25 psf° Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 1-Denotes Z-Series Threshold Design 2-Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 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: NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI007077.09-R1 1955 Powis Road Certification Date: 05/22/20017 West Chicago,IL 60185 Expiration Date: 12/31/2020 Revision Date: 09/27/2017 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Impact Rated Sidelites (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 Listing at www.Namicertification.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& Outswing Opaque Size Pressure Pressure Rated Comments X VS Glazed 3'0'"x 6'8" +55/-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.015VATLNC 1012.01-16 Single Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-171,0172-07/W-1807 X O/S Glazed 3'0"x 6'8" +55/-55 3.75 psf/6.0 psfYes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single 8.25 psf 2/9.0 psf° Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1835 XX I/S Glazed 6'0"x 6'8" +50/-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 XX O/S Glazed 6'0"x 6'8" +55/-55 3.75 psf/6.0 psf' Yes NC7L-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double 8.25 psf 2/8.25 psf° Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1 807/W-1 835 XO/OX I/S Glazed Door 6'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.0176 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807 XO/OX O/S Glazed Door 6'0"x 6'8" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf 2/9.0 psf° Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1835 OXO I/S Glazed Door 910"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO 172-07/W-1807 OXO O/S Glazed Door TV x 6'8" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites 8.25 psf 2/9.0 psf° Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1835 OXXO I/S Glazed Doors 12'6"x 6'8" +50/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807 OXXO O/S Glazed Doors 12'6"x 6'8" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites 8.25 psf 2/8.25 psf° Sidelite-Yes Maximum Panel Size:3'0"x 6'8" 1 1 1 t I I Anchor Details-MA-FLO172-07/W-1807/W-1835 1-Denotes Z-Series Threshold Design 2-Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 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: � MASONITC. 149•MAX. OVERALL FRAME WIDTH a 00 1111 0 21" MAX 36.375" MAX. " _j �UJ STORMGUARD FIBERGLASS DOOR UNIT D.L.D. PANEL WIDTH 37.5MAX 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH o GENERAL NO < 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Lau O Q THE FLORIDA BUILDING CODE AND WHERE PRESSURE C. U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, LLIi U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. LO 2. THIS PRODUCT DOES NOT REQUIRE THE USE OFF-- A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). UJ °O ^ 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING LITE FRAME II a SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F 842 'F > 650 'F ( ?, RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN 1-•o SMOKE DENSITY ASTM D2843 53.4% 70.2% TENSILE STRENGTH- ASTM D638 3.2% DIFF 1.876 DIFF ; r 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT j SELF IGNITION TEMP ASTM D1929 779 'F ?1"650 'F RATE OF BURNING ASTM 2635 0.0 IN MIN AdbrdImIoWil ' SMOKE DENSITY ASTM D2843 39.D% TENSILE STRENGTH- ASTM D638 3.6% DIFF DOUBLE DOOR UNIT W/ 1D f S &I a • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 ow Ntn�� (ill Vi�Nm ? W W O O W • • • • aad 0. z �O� _ pOmZ: VI Q>Q� SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W(SIDELIEES DOUBLE DOOR UNIT.WfSIDELIN5 WITH SIDELfTE WITH SIDEL ^F to 00 N Q N O STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING ALL OUTSWING INSWING BUMPER 0 S Z-SERIES O 5 f T4 0 HIGH DAM 0 X +55.0 4 -55.0 +5 .0 - 5. N/A +25.0 -25. +4 -40. + 5.0 - +5 -55.0 XX 74 +50. - .O + 5.0 -5 . N§ +25.0 - +40.0 -40.0 + -55.0 +55.0 -55.0 OX or X 7 +55.0 - 5.0 + -55.0 N A + .0 -2 .0 +40.0 -40.0 +55.0 -55.0 + 5.0 -55.0 X 112.5 + .0 -55.0 +5 .0 -55.0 N A +25.0 - .0 +40.0 -40.0 + - .0 +55.0 w1E 4/9/07 XX 149 + 0.0 - + .0 - 5.0 N A +25.0 -25.0 +40.D -40.0 +5 .0 -55.0 + .0 -55. ✓ e SCALL N.T.S. �.i 3 rDW-G-M-41 SWS TABLE OF CONTENTS_ SHEET ( DESCRIPTIONKURT BALTHAZOR ra:1TYPICAL ELEVATIONS do GENERAL NOTES FLORIDA P.E. -FLon2-o� ORING LOCATIONS k DETAILS #565333 ANCHORING LOCATIONS & D AILS or 3 u� I cpr °p 6"- - SEE DETAIL 3" 6" Q C� 3" 3' —� 3" - }"3' 3• 3" O O I 11 I I I I 1 1 I cop I 6• 6" 6" 6"�1 6" 6" l! n � 3• io io o F- p U • n I � �n Z � I N — M, Mn w p nM L W ��.` a a SEE DETAIL coV~) J SCEE DETAIL _ A - w o - SEE DETAIL g K B ._ 6 B - G 6" M " N1 ry S 0 0 N I I I I I I I � 1 I 3' 3' 3" 3" 6. 6" a a 6 SEEDETAIL 6" N N . #8 x 2 (n In F" ASTRAGAL RETAINER BOLT HOLE fLn(A[A M MUST BE DRILLED THROUGH #8 x 2" #10 x 5/B" THE THRESHOLD & INTO THE Lj STRUCTURE DEEP ENOUGH #8 x 2" #10 x 5/8" FOR A 1.375" THROW a a J10 x I" DETAIL "E" ASTRAGAL o z #10 x 2-112" ATTACH ASTRAGAL RETAINER BOLT DETAIL "'F" ASTRAGAL ono a #10 x I" STRIKE PLATE TO FRAME Adde+4enbNNA W g= #10 x 5/8" DETAIL "C" RetifaedBAS SHOWN. — o Cel yFb.:- >z 2 Z90 DETAIL "D" Date ' W 0.962 0.124"HEAT STRENGTHENEDN N Np DECORATIVE INSERT 0.124"HEAT STRENGTHENED DECORATIVE INSERT 1.375" 0.090'SAFLEX (NOA 15-1201.11)_,_, (OPTIONAL) 0.090'SAFLEX(NOA 15-1201.11) (OPTIONAL) 0� T T C71m—1 0.124'HEAT STRENGTHENED .0124'TEMP. 0.124"HEAT STRENGTHENED- .0124"TEMP, )M Q INSWING THRESHOLD DUMPER 0/5 THRESHOLD 1/2'811E 1/2"BITE (• z 1 11 DATE 4/9/07 DOW 995 "tel :' DOW 995 DOW 995 ^; DOW 995 SCALE: N.T.S. 1.482" 1.75" 1.047 1.437" �` •' •' SINS • ,'' DWG. BY.. T ff-c--J) T T >azEelol3 INTER]DB WERIO .IH>felDs CNR.BY: TYPICAL GLAZfNG DETAIL ALTERNATE GLAZING DEN DRAWING NO.: Z—SERIES O/S THRESHOLD HIGH DAM Q/S THRESHOLD T4 O/S THRESHOLD IMPACT RATED GLASS IMPACT RATED GLASS DWG-MA-FLO172-07 SHEET__L OF 3 SEE DETAIL8" 6' a 00 "E" SHT. 2 3" 3" 3' �- 3" 6" I' �— 3" n 3" O cr- 6" 6" F-- 0 4 (o Q o uj N a SEE DETAIL < ~ In U I "D" SHT. Z I - -? N Z L0 r r �0 Q LL.I SEE DETAIL w Li "C" SHT. 2 A w - - w 0 n B A n A a G ! G H 6 6" - 6" 6" ' m t �- - _ g j I V. 3" SEE DETAIL a 0 19 Comb"w "F" SHT. 2 6. 6" �- 6 0l Do HARDWARE SCHEDULE 33313 ATTACHMENT DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. SIGNED AND SEALED BY ROBERTO LOMAS, PE25' 2. 4" X 4" FULL MORTISE BUTT HINGES. W"w (FLORIDA #62514) WITH THE LOWEST (LEAST) MIN °' f' 025, <¢" FASTENER RATING FROM THE DIFFERENT FASTENERS MAX 1'X1/2" CORRUGATED #tOx2" WOOD SCREW aa~ BEING CONSIDERED FOR USE. JAMB, HEAD, AND +�—� 3" FROM EACoF END 6' FROM EACH END y»o n THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CLT 1'25" AND 7 oC AND 12" oC r : z L� MIN �?". f. tLn,o_ p1�0s #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. 0.25" ej A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH E SHIM ` ACRYLIC o<z� ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". I CAULK a>a� WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY CIL- I- ACRYLIC r ANCHOR INSTALLATIONATEX ' L - C'I DISTANCE MIN 1/2". CAULK CL to0_ N N 5QO 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 0'r ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1X BUCK MASONRY C 1.50" - f. ANCHOR INSTALLATION MULLION TI D (BOXED) COMBINATION (BOXED) - 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25"MAX (3) 410X2-1/2" (4) $10x2-1/2" pc�mlgZ ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM 0 D SCREWS O D SCREWS OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL I EACH END EACH END -- I_ DATE: 4/9/07 MINIMUM EMBEDMENT OF 1-1/4". SCALE: N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ' M. fff: SINS TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ® � •® CHK.BY-. 5. DRMnNG NO.: MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DWG-MA-FLO172-07 MULLION (CHS) MULLION (CHS) SNEEr 3 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI007077.09-R1 Acck" . {�`' 1955 Powis Road Certification Date: 05/22/20017 West Chicago,IL 60185 Expiration Date: 12/31/2020 - Revision Date: 09/27/2017 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Impact Rated Sidelites (w/Wood Frame or Worldwide Composite Frame3 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 Listing at www.Namicertification.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& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 3'0"x 6'8" +55/-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 X O/S Glazed 3'0"x 6'8" +55/-55 3.75 psf/6.0 psf I Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single 8.25 psf 1/9.0 psf° Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 XX I/S Glazed 6'0"x 6'8" +50/-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 XX O/S Glazed 6'0"x 6'8" +55/-55 3.75 psf/6.0 psf I Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double 8.25 psf 1/8.25 psf° Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 XO/OX I/S Glazed Door 6'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-T6- Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 XO/OX O/S Glazed Door 6'0"x 6'8" +55/-55 3.75 psf/6.0 psf I Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf 1/9.0 psf 4 Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 OXO I/S Glazed Door 910"x 698" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 OXO O/S Glazed Door 910"x 6'8" +55/-55 3.75 psf/6.0 psf I Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites 8.25 psf 1/9.0 psf° Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 OXXO I/S Glazed Doors 12'69'x 6'8" +50/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807 OXXO O/S Glazed Doors 12'6"x 6'8" +55/-55 3.75 psf/6.0 psf I Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites 8.25 psf 1/8.25 psf° Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835 I-Denotes Z-Series Threshold Design 2-Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 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: 149'MAX. OVERALL FRAME WIDTH Q O MASONITC. o PANEL WIDTH STORMD.L.O. PPANEL GUARD FIBERGLASS DOOR UNIT 2T' Max " MAX. 37.5" MAX, ¢¢� (D _J Z 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELI7ES � w/asrRaGaL FRAME WIDTH� r p GENERAL I � �EO 1. EVALUATED O HNLOCATIONS RI E FLORIDABUILD BUILDING CODE ANDWH WHERE PRESSURE 4 U REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. W In U DOES NOT EXCEED HE DESIGN PRESSURES LISTED. I'^ Ln 2. HIS PRODUCT DOES NOT REQUIRE THE USE OF ° I A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). °o "'L7 LAJ 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 11 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. W o xw 4. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING LITE FRAME SELF IGNITION TEMP 1ASTM 01929 752 'F > 650'F 1 842 'F > 650 'F I I RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN o SMDKE DENSITY ASTM D2843 53.4% 70.2% I TENSILE STRENGTH- ASTM D638 3.2% DIFF 1.8% DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): n m� TEST DESCRIPTION DESIGNATION RESULT N� SELF IGNRION TEMP ASTM D7929 779 'F > 850'F TE OF BURNING ASTM D635 0.0 IN MIN AAde ft tD gAll � o OKE DENSITY ASTM D2843 39.D% [TSTM ENSILE STRENGTH- ASTM D638 3.6% DIFF GelnAb.:. • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING �'l DOUBLE DOOR UNIT W/SIDELI7ES a a 4500 HOURS XENON ARC METHOD 1 {� 3333m NNUJ In U) W W Ln3uj � • • • • a• • • • v� o rn ;V)W_ z o0o� o_ Li SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SID u7ES WITH SIDED WITH S1DELlTE n N c N O STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS �* DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CON FIG MAX WIDTH IN WING ALL OU WIN [jA BUMPER S -S IES OLS T4 OLS HIGH DAM X El .0 +5 . - +25.0 - 5. +40. -4 .0 + .0 .0 +5 - .0 0 U cl z XX 74 .0 + 5.0 - + 5.0 - +40.0 -40.0 + -55. +55.0 -5 .0 OX or XO 7 .0 + -55.0 + .0 .0 +40.0 -40.0 +5 .0 -55.D +55.0 -55.0 OX 112.5 .0 +5 .0 -55.0 . oAr<: 4/9 07 X 149 . + .0 - 5.0 +25.0 -25.0 `+40.0 -40.0 +55. -55.0 +55.0 -55. ✓ Ste; N.T.S. TABLE OF CONTENTS _ �7 DWO.BY- SWS SH Z1ETYPDESCRIPTION KURT BA R D,, NO,ICAL ELEVATIONS GENERANATES FLORIDA P.E.PEANCHORING LOCATIONS & DETAILS #56533 I DWG-MA-F10172-07 3 ANCHORING LOCATIONS ec DETAILS sit__L or 3 00 r Q 6" SEE DETAIL }" 6" v 3. 3' I I I I I I I Q v)q T. 01-7 6" 6" 6" —�6" 6" za-i N uj M� 0 a a SEE DETAILD' LLI (1) r SEE DETAIL _ A — w w } — _ SEE DETAIL B W 'C" ` e K O N A M A 8 Lo v 9-11 G H M H 6' t �` I II If �1 II I I 1 3• I Y ly 3" 3' 3" 3" �3- 3' 6" Ir n 6° SFE DETAIL 6" #$ X 2" 3 3 3 3 ASTRAGAL RETAINER BOLT HOLE 1n v1v1w • MUST BE DRILLED THROUGH #8 x 2" X10 x 5/8" THE THRESHOLD & INTO THE w #10 x 5/8" STRUCTURE DEEP ENOUGH a a N FOR A 1.375" THROW a s #8 x 2 #10 x i" _DETAIL "E" ASTRAGAL � DETAIL F" ASTRAGAL a z #10 x 2-112" "ATTACH ASTRAGAL RETAINER BOLT o n o a o #10 x 1" STRIKE PLATE TO FRAME h;11bMW I.Ao=U _ #10 x 5/8" AS SHOWN. Qaz� DETAIL "C" �>a:x DETAIL "D" pop, w N N O 0.962 0.124"NEAT SM0401HENM DECORATIA INSERT 0.124'HEAT STRENGTHENED--------- DECORATIVE INSERTp 1.375" 0.090"SAFLD( (NOA 15-1201.11) (OPTIONAL) 0.090`SAFLEX(NOA 15-1201.11)_ (OPTIONAL) T T c7jm---. 0.124'HEAT STRENGTHENED .0124'TEMP. 0.124"HEAT STRENGTHENED .0124'TEMP. INSWING THRESHOLD BUMPER Ors THRESHOLD 1/2"BITE 1/2'BITE 6UO0QZ 1 1 w DATE 4/s 07 1 DOW 995 Y:• DOW 995 DOW 995 �`� DOW 995 SCALE N.T.S. 1.482" 1.75" .047" 1,437"11 LV SINS T T T acTFR R TERIQa mos I IIERIO DHX.BT: TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIL DRAWING NO.: Z-SERIES 0/S THRESHOLD HIGH DAM O/S THRESHOLD T4 O/S THRESHOLD IMPACT RATED GLASS IMPACT RATED GLASS DWG-MA-FLo172-07 SHEET 2 OF 3 I SEE DETAIL 6" 6' RQL Do 'E' SHT. 2 3" 3" 3' `"' d.- 3" 6• I' 3"_I { I L 3" f_ � Q I � t t' 6• B" "1 6" 6" - f, s" Q �Q O 10 io - OU v v w Z a2 i Ja SEE DETAILi - Ln U " D" SHT. 2 •( - '� F- r SEE DETAIL o or . C" SHT. 2 GA -- - - w 0 n 8 A M A. G G H 6 f 6" a or 6" 8 6„ >I I I I I I I 1 1I I I I 3" W I Adde"IDNAM 3• 1 3" 3.6 6" f' 3" SEE DETAIL T 3• C6Affiilkl111f0.:. "F" SHT. 2 B" - C`6 0 �r 6"" & a� Do HARDWARE SCHEDULE ° to=�[ toww 2. . KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 3$ATTACHMENT DETAIL -�XInSERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. SIGNED AND SEALED BY ROBERTO LOMAS, PE t.25' 4" X 4" FULL MORTISE BUTT HINGES. ala (FLORIDA #62514) WITH THE LOWEST (LEAST) MIN 3 > �. FASTENER RATING FROM THE DIFFERENT FASTENERS `MAX 1"x1/2" CORRUGATED #10x2' WOOD SCREW a a r BEING CONSIDERED FOR USE. JAMB, HEAD, AND --T 3' FROM E(CH END 6" FROM EACH END v �o n 1.25" AND 7 OC AND 12" OC r-� Z THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—� I_ MIN '. t. d:) #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. �0.25" Co= A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH MAXH ACRYLIC Xc a<Q ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". I CAULK WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY CL- I- ACRriiC } n n Uydp DISTANCE MIN 1/2". ANCHOR INSTALLATION CAULK CL 2. ANCHORING INTOSTEEL STRUCTURE MUST BE SUFFICIENT TO 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 150" ° s. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) I 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25"MAX (3) Atox2-1/2" (a) �11oxz-1/2" aum±aZ ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM WO D SCREWS WOOD SCREWS EACH END EACH END OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE I DATE: 419107 MINIMUM EMBEDMENT OF 1-1/4". ® ® r SCALE: N.T.S. 4, WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO a+: sWs TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK • • CHK.BY: °RAMNG NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DWG-MA-FLOI 72-07 MULLION (CHS) MULLION (CHS) SHEET 3 M 1 L. Roberto Lomas P.E. 143z Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 rllomas L,Dlrlomaspe.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 the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/6 w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,NDS 2015,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: Spruce-Pine-Fir(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: t.= 1.500 in Side member dowel bearing strength: F.,= 4,650 psi Main member dowel bearing strength: Fpm= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1.= 1.140 in Mode I. Mode I, Mode 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: 0.00135 P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko= 2.400 Kp= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 Zm= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Kp= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value(ZCo): Z'= 175 lbs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edge spacing(in) Substrate: Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z''= 155 lbs/anchor(per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA,Steel Tabulated design value: Z= 1266 lbs Safety factor: Fs= 4 Allowable Design Value(ZFs): Z'= 316 lbs/anchor Minimum anchor capacity: 155 lbs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf Al Al Area Load Ind. Max. Anchor Zone z O.C. Cap. Load Result AxY YA2 79.25 (ft) (lbs) G^) (in) (lbs) Qty (lbs) A, 2.3 138 N/A N/A 155 1 138 OK AZ 7.7 463 6.00 21.00 155 5 93 OK 72.75 A3 7.7 463 N/A N/A 155 3 154 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf Al Aa Aa ' Al Zone Area Load Ind. O.C. Cap, Anchor Load Result \N��J�S �'� Q:'.9 �/ (ft) (lbs) (in) Qty ♦ . r,E N . i � Y Y Y� (in) (lbs) (lbs) ` v. ,V� SF ,cf� i A3 A5 A3 l 79.25 A, 2.4 146 N/A N/A 155 1 146 OK * ` _��, 51 '. Al Aa A4 Al A2 7.9 473 6.00 21.00 155 5 95 OK _� • (UJI �yQLtG A3 7.8 468 N/A N/A 155 4 117 OK t 147.75 A4 2.3 138 N/A N/A 155 1 138 1 OK TAT OF A5 7.7 463 N/A N/A 155 3 154 OK ae Q • Q` • '�'� ':clORtO .• ��: Luis R. Lomas P.E. FL No.: 62514 1 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 rIlomas(a)lrlomaspe conn Anchor Locations: Double door 36.38 36.38 6.00 TYP. — 6.00 TYP. 18.19 TYP. 3.00 TYP. 1 1 6.00 18" MAX O.C. 1 79.25 1 6.00 1 ��11t1111�J1j/ S R•• C 0`� ~••��GENSFq`t'�i� ��-;0;4TATE OF ;iu — ;o . . �,; 0 R tOP• ��'�NI S�ONAI �j�JJltlitlll�� Luis R. Lomas P.E. FL No.: 62514 2 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 rllomas(d)Irlomaspe.com Double door with sidelites — 37.50 36.38 36.38 37.50 18.75 TVP. — 6.00 TYP. — 6.00 TYP. — 18.19 TYP. 3.00 TYP. 1 1 6.00 1 18, MAX O.C. 1 79.25 6.00 1 ' RlllLll��!/ •�:'•��G E N SF 9cA �� *• 051 • * _ TAT OF �FIb S:cZ 0 R t.P GN��` ONAl.4E�� Luis R. Lomas P.E. FL No.: 62514 3 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 r1Iomas(QDIrlomaspe.com 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 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=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. ``'itttl�ll//�� S R• L 0 *• 051 • *= TATE 4F 04 P. •L' 0NA1.tti �� Ii Luis R. Lomas P.E. FL No.: 62514 4 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 I'VOOdford Rd.' Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 rllomas(o)Irlomaspe.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 the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/d w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,NDS 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: Fb= 80,000 psi Side member: Douglas Fir-Larch(6=0.50) Main member: Spruce-Pine-Fir(6=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, Mode II Mode IIIA, Mode IIIc Mode IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 K,= 2.400 K,= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 Zm= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Ko= 2.400 K,= 2.400 Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value WO: Z'= 175 lbs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edge spacing(in) Substrate: Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z..= 155 lbs/anchor(per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA,Steel Tabulated design value: Z= 1266 lbs Safety factor: Fs= 4 Allowable Design Value(ZFs): Z'= 316 lbs/anchor Minimum anchor capacity: 155 lbs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf Max. Anchor M Area Load Ind. Zone (ftZ) (lbs) (in) 0.C. Cap. TQty Load Result 79.25 (in) (lbs) (lbs) Ai 2.3 138 N/A N/A 155 1 1 138 OK Az 7.7 463 6.00 21.00 155 5 93 OK 72.75 A3 7.7 463 N/A N/A 155 1 3 154 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf ' I I I IMax. Anchor �� LJ S�• L 0 /f Area Load Ind. N • // Al Y A4 Al I Zane z O.C. Cap. Load Result �N �, , • .9 Y A3 (ft) (lbs) (in) Qty ` .��Cj E N 0 - CP -5- (in) (lbs) (lbs) • f I f 79.25 A, 2.4 146 N/A N/A 155 1 146 OKA3 As A3 =*• O C '• Al Aa A4 Al AZ 7.9 473 6.00 21.00 155 5 95 OK . V _ A3 7.8 468 N/A N/A 155 4 117 OK �.0 ' . -" 147.75 A4 2.3 138 N/A N/A 155 1 138 OK i'p • TAT 0 F ' A5 7.7 463 N/A N/A 155 3 1 154 OK i 0 • ♦��t�, '��'�'�•d'R�0 ROto" r�ONAL\E�y�� Luis R. Lomas P.E. FL No.: 62514 1 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 rllomas()Irlomaspe.com Anchor Locations: Double door -- 36.38 36.38 6.00 TYP. — 6.00 TYP. 18.19 TYP. — 3.00 TYP. 6.00 18" MAX O.C. 1 79.25 1 6.00 t � �`��1111t►/11� R L O;� �••�\GEIV o*. *• //A! 51 • #_ , STAT OF • ti, w� :c10 R VO' ONA"��\�� Luis R. Lomas P.E. FL No.: 62514 2 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 INoo Id Rd" Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 rllomas(d�lrlomaspe ccm Double door with sidelites 37.50 36.38 + 36,36 97,50 18,75 TYP. 6.00 TYP. — — 6.00 TYP. 18.19 TYP. 300 TVP 1 1 6.00 1 18' MAX O.C. 1 79.25 6.00 TAT d F O. •�� ' P"%'RFs :c10 R 10 ��i S�ONAI /��l11111111�� Luis R. Lomas P.E. FL No.: 62514 3 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 rl Iornaslo7.Irlornaspe.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 2,000 PSI. C. MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=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. *• �61 •'* - TAT 0 F ��'� •��0 R tOP• \ �� iFS • . . . • G � s/0NALt 111 4E?\�`� Luis R. Lomas P.E. FL No.: 62514 4 of 4 10/10/2017 L. Roberto Lomas P.E. 1432woodfordRd.' Manufacturer: Masonite Lewisville,NC 27023 Report#: 514012A 434-688-0609 Date: 10/10/2017 rllomas(cDlrlomaspe.com Test Report: N/A Product: Double Door with and Without sidelites 12'x6'8"(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 Florida Building Code. Anchor capacity in shear condition: Solid members w/&w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,NDS 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:PVC Main member: Spruce-Pine-Fir(6=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F.= 10,000 psi Main member dowel bearing strength: Fpm= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in Mode Im Mode I, Mode II Mode III, Mode III, Mode IV qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105 P= 725.61 lbs P= 1900 lbs 8: 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 in-lbs Ko= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs Min.Design value: Z= 125 lbs Z= 212 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: CD= 1.6 Z= 135 lbs Z= 221 lbs Z= 125 lbs Allowable Design Value(ZCD): Z.= 199 lbs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edge spacing(in) Substrate: Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 1 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z.,= 155 lbs/anchor(per interpolation when needed) Fastener type: #10 Self topping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5) Nominal screw diameter: D: 0.190 in Screw root area: Ar 0.0151 int Actual edge distance: de: 1.085 in Screw shear ultimate strength: F,u 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: 6063-T5 aluminum Thickness: t, 1.000 in Thickness: t2 0.052 in Ultimate tensile strength: Ftu, 14 ksi Ultimate tensile strength: Ftu2 22 ksi Nominal strength per bearing(side member): Rn=2Dt,Ftu, Rn1= 5320 lbs (Eq J.5-12) Nominal strength per bearing(main member): Rn=2Dt2F,u2 Rn2= 435 lbs (Eq J.5-12) Nominal strength per tilting: Rn=4.2(t23D)111F12 Rn= 478 lbs (Eq J.5-13) Nominal screw shear strength: Rn=Arl`u/1.25 Rn= 654 lbs (Eq J.5-14) Safety factor. o=3 Allowable shear and bearing capacity: P. 145 lbs/onchor Fastener type: #10 Self tapping screw (Calculations per AISI-5100-12,sections A2.3.2 and E4.3.1) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,u 54.0 ksi Screw root area: Ar 0.0151 int Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal framing Thickness: t, 1.000 in Thickness: t2 0.0'. '- Ultimate tensile strength: Fu, 14 ksi Ultimate tensile strength: Fut I� Nominal strength per tilting: Rn=4.2(t23D) ZFu2 Rn= 1001 lbs (Eq E4.3.1-1) \\\ R. `O Nominal strength per bearing(side member): Rn=2.7Dt,Fu, Rnl= 7182 lbs (Eq E4.3.1-2 and-4) �\\'�• • •c• • • �� // Nominal strength per bearing(main member): Rn=2.7Dt2Fu2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) `v •�\C G N,9 Nominal screw shear strength: Rn=A,F,u/1.25 Rn= 654 lbs -4 l •� i_ Safety factor: n= 3 _s'*• OvS�:07 1 • *�_ Allowable shear and bearing capacity: P. 218 lbs/anchor -� • • -- Minimum anchor capacity: 145 lbs/anchor Q 1 TAT Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. --0* ,�•FiS' 0 R IOP G\•�\�: s�ONAI,E \�\\� Luis R. Lomas P.E. FL No.: 62514 1 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd Manufacturer: Masonite Lewisville,NC 27023 Report* 514012A 434-688-0609 Date: 10/10/2017 rlIomas(d,)Irlomaspe.corn Anchor calculations,minimum required anchors 36 38 36.38 Design pressure: 60.0 psf A, Al Area Load Ind. Max. Anchor Zone O.C. Ca Load Result Y Y (ft') (lbs) (in) pT Az 79.25 Qty (in) Obs) AI Al Ai 2.3 138 N/A N/A 145 1 1 138 OK A, 7.7 463 6.00 21.00 145 5 93 OK 72.75 A; 7.7 463 N/A N/A 145 1 4 116 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf ' I I I IMax. Anchor Al A4 A4 Al � Zone Area Load Ind. O.C. Gap. Load Result A2yI Y Y Y (ft') (lbs) (in) (in) Obs) Q� (lbs) \ A3 A5j j 79.25 Ai 2.4 146 N/A N/A 145 2 73 OK Al A4 A4 Al AZ 7.9 473 6.00 21.00 145 5 95 OK A3 7.8 468 N/A N/A 145 4 117 OK 147.75 A4 2.3 138 1 N/A N/A 145 1 138 OK A5 7.7 463 1 N/A N/A 145 1 4 116 OK Anchor Locations: Double door 36.38 36.38 - 6.00 PYP - 6.00 TYP. - 18.19 TYP. - 3.0o TYP. 6.00 MAX O C 79.25 5 R. L 0 6.00 ��J� • ;L1,9 -51 f -; _* 051 • *= ��• TAT OF O• :c4 0 R IOP•��'�� ONAL '///It III111\\, Luis R. Lomas P.E. FL No.: 62514 2 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodioid Rd' Manufacturer: Masonite Lewisville,NC 27023 Report#: 514012A 434-688-0609 Date: 1011012017 rl lomas(cillrlomasoe.com Double door with sidelites 37.50 - 36.38 36.38 37.50 18.75 TVP. -- 6.00 TVP. -- — 6.00 TYR. — 18.19 TVP. 3.00 TVP. 1 I 6.00 1 1 B" MAX O.0 / /9 25 6.00 __ L 0 * 51 • #_ ..� 4,T A T 0 F js/ONAL`E�G`�\ lIIII Luis R. Lomas P.E. FL No.: 62514 3 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Wbo rd Rd Manufacturer: Masonite Lewisvdle,NC 27023 Report#: 514012A 434-688-0609 Date: 10/10/2017 rIIomas cDIrlomaspe.com 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 2,000 PSI. C.MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=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. \\`\\q0 V I ICl0 ' •CEN ' :�q�% *; 0,.6251 ,yo • TAT OF ; P. 0 R ID . ♦ � ONAL`E �� Luis R. Lomas P.E. FL No.: 62514 4 of 4 10/10/2017 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop 7PEC—EIVED Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 2018 954.744.4738 FX contact@buildingdrops.com County, Permitting Product Evaluation Report Of JELD-WEN, inc. Premium Atlantic Vinyl 3800 Sliding Patio Door for Florida Product Approval Report No. 3087 Current Florida Building Code Method: 1 —A (Certificate) Category: Exterior Doors Q Sub— Category: Sliding Exterior Door Assemblies Product: Premium Atlantic Vinyl 3800 Sliding Patio Door Material: PVC Product Dimensions: 142.625"x 79.5" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. F•" Klamath Falls, OR 97601 Prepared by: .� �g F. Hermes F. Norero, P.E. �Q-�;.••• .F,A Florida Professional Engineer#73778 ; p Date: 08/11/2014 = 7 _ Contents: = T T Gt Evaluation Report Pages 1 —4 -)3 .' •�441 Digitally signed by Hermes F.Norero,P.E�ii,�SS, "'..'••'�G�``�� Reason:I am approving this document Date:2014.09.19 12:31:21 -0400' Hermes F. Norero, P.E. Florida No.73778 Date: 0o: 30014 BUILDING DROPS Report No: 3087 A Perfect Solution in Every Drop Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Sliding Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Premium Atlantic Vinyl 3800 Sliding Patio Door (Impact) 142.625" x 79.5" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778) for 1ELD-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 NCTL210-3803-1-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, including 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 NCTL210-3803-1-FBC require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions NCTL210-3803-1-FBC for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS Date: 0014 Report Noo:: 3087 A Perfect Solution in Every Drop Certificate of Authorization: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& Management Institute (FBC Organization#: QUA1789). 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, Inc. (FBC Organization# TST1589) Report#: NCTL 210-3803-1, Report Date: 03/01/2012 2. Certification Agency National Accreditation&Management Institute (FBC Organization#: CER1773) 4. Material Certification Miami-Dade RER—Product Control Section NOA E.I. DuPont De Nemours& Co., Inc.: SentryGlas Plus Interlayer 3. Material Certification Miami-Dade RER—Product Control Section NOA Quanex Building Products, Inc.: PVC Extrusions Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS Date: 0014 Report Noo:: 3087 Q A Perfect Solution in Every Drop Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood buck substrate (min. SG =0.42), use(2)#12 Wood Screw type installation anchors per location of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f'c = 3000 psi) or CMU substrate (CMU shall conform to ASTM C90) where one by (1X), non-structural, wood bucking is employed, use (2) 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 concrete (Min.f c = 3000 psi) or CMU substrate (CMU shall conform to ASTM C90) where wood bucking is NOT employed, use(2)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. D. For steel substrate, use (2)#10 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: A. For 2x wood buck substrate (min. SG=0.42), use(1)#10 Wood Screw type installation anchor through the frame and (1)#10 Wood Screw type installation anchor through the nailing fin at each location, each of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. Refer to Installation Instructions (NCTL210-3803-1-FBC) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 65 PSF Negative 65 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 MIN 2"MIN EMBEDMENT DISTANCE NAIL FIN INSTALLATION FROM EDGE'.3/4" 2X WOOD FRAME -- - o-- MIN DISTANCE 3 FROM EDGE'.3/4" MIN,DISTANCE 1/4''MAX 1/4"MAX FROM EDGES 3/4" 13 3/16" O.C. SHIM SPACE SHIM SPACE MAX. THRU FIN 5 1/2" 6 AND THRU FRAME-1--_'MAX. FROM MIN DISTANCE FROM E06E:3/4" CORNERS IJ X I 25Amm 2X WOOD FRAME O.C. MAX. -- F— -H - +,mm i � 1 1/2"MIN, N THRU FIN DOW 995 1 EMBEDMENT AND THRU FRAME a - 6LA55 BITE 20 6— F - . --------------- u i � !- 0 = GLAZING DETAIL 1,.�. WOOD FRAME SECTION(TYP) WOOD FRAME SECTION(TYP) p 4 1/2" VERTICAL SECTION HORIZONTAL SECTION L T fMAX. FROM CORNERS I DOOR WIDTH (142 5/8" MAX.) I TYPICAL ELEVATION WITH FASTENER SPACING ; TWO,THREE AND FOUR PANEL [� ''"4 M"X SHIM SPACE CONFIGURATIONS APPROVED 3 MINN,DISTA FROM EDGE.3NCE Max Frame OP RATING IMPACT /4' M 0 5°° "ME 142 5/8" x 79 1/2" +65/-65 YES 1 FROM EDGE 3/4' 11/2"MIN.EMBEDMENT Installation Notes: General Notes: J 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of 2. Use#10 PH or greater fastener through the nail fin with sufficient length to penetrate a minimum of 1 the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 1/2"into the wood framing. For 2x wood frame substrate(min.S.G.=0.42). Building Code(FBC)and the industry requirements for the stated conditions. 3. Use(1)-#10 PH or greater fastener through the frame per location with sufficient length to penetrate a 2. All glazing shall conform to ASTM E1300. minimum of 1 1/2"into the wood framing, For 2x wood frame substrate(min.S.G.=0.42). 3. At minimum,glazing is 4.7mm tempered-8.8mm airspace-4.7mm heat strengthened glass-2.2mm 4. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads SGP-4.7mm heat strengthened glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. Digitally signed by Hermes F Norero,P.E. This schedule addresses only the fasteners required to anchor the ��t t �I� Reason:I am approving this document window to achieve the rated design pressure up to the size limitations `�� ES F. �� Date:2015.07.10 18:30:41 -04'00' noted. It is not intended as a guide to the installation process and does �� PROJECT ENGINEER: DATE: not address the sealing consideration that may arise in different wall �••' :` 'p -- 05/28/2015 3737 Lakeport Blvd _ -:• : o _ JELD�VEN Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions DRAWN BY: SCALE: packaged with the window or go to www.jeld-wen.com. 1 ?.. D. Vezo NTS Phone: (800)535 3936 CHECKED BY: TITLE: -v T T :• rr -. J. Goossen •: ee, APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door OXXX DISCLAIMER:This drawing and its contents are confidential and are not to be �� s 'Note,. `� PAR N11'r N11' reproduced or copied in whole or in part or used or disclosed to otherso..• � � QUU luJ13 except as authorized by JELD-WEN Inc. 398 E 6 . 4 �Yuite 338 IDENTIFIER No. PLANT NAME AND�OCAnoN: CAD DWG,No.: REV: SI1EEr n�r&F111.1T, 004 NCTI210-3803 -FBC Venice, FL 00 0 THROUGH FRAME �— INSTALLATION MM DI6iANCE FaoMEDtE:3/.• 3 i 2 F - MIN. FMNOMENT 11/2"MIN. 1/4"MAX 1/Y MAX EMBEDMENT SHIM SPACE 10" O.C. MAX. 5 1/8" --CE _ THRU JAMB 1--rtMAX. FROM 2 Q o CORNERS MIN DISTANCE h FROM EDGE:3/4" '. X a 17 3/16" � I-^^•-��s„"„ � � O.C. MAX. i a/.F1 I Z4Imm 3 CSP N THRU i D JAMBS i Dowse Qf 1 GLASS RTTF MIN.DISTANCE 2 = 1 FROM EDGE:3/4' o _ i ! GLAZING DETAIL Ba .n. E WOOD FRAME SECTION(TYP) 1 O I VERTICAL SECTION FRAME JAMB SECTION(TYP) L MAX. FROM HORIZONTAL 5ECTION DOOR WIDTH (142 5/8" MAX.) I CORNERS TYPICAL ELEVATION WITH FASTENER SPACING 7/4'MA% TWO,THREE AND FOUR PANEL SHIM SPACE r— CONFIGURATION5 APPROVED1 1112, N 2 MYEDMENT Max Frame IDPRATINGlIMPACT MIN.DI11425/8" x791/2"I +65/-65 1YES ROM EDGE:3/A. Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of 2. Use(2)-#10 PH or greater fastener through the frame per location with sufficient length to penetrate a the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimum of 1 1/2"into the wood framing. For 2x wood frame substrate(min.S.G.=0.42). Building Codes(FBC)and the industry requirements for the stated conditions. 3. Host structure(wood buck,masonry.steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 4.7 mm tempered-8.8mm airspace-4.7mm heat strengthened glass-2.2mm project of installation. SGP-4.7mm heat strengthened glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. is schedule wi1ndow to achieve addresses fill theratedly the des gn requiredsteners o anchor thepressure up to the size limitations `�� `ES' + / F /yoll noted. It is not intended as a guide to the installation process and does �� PROJECT ENGINLERI DATE: ` " JELDWENKlamath3737 Lakeport Blvd not address the sealing consideration that may arise in different wall �•• '•� A -- 07/05/2014conditions. For the complete installation procedure,see the instructions DRAWN eY SCALE: Falls,OR,97601 7 - D. Veto NTS Phone: (800)535-3936 packaged with the window or go to = * . : * CHECKED BY: TITLE: www.jeld-wen.com/resources/installation Q T T J. Kantola •.• eu APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door OXXX DISCLAIMER:This drawing and its contents are confidential and are not to be "'T s TC•oresW �`�` PDr1Pgo�E�rio reproduced or copied in whole or in part or used or disclosed to others io••• R�No. v_118. lUJ except as authorized by JELD-WEN Inc. Sae EaAY 'fid , B �3uito 338 IDENTIFIER Na PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET nip�tggt>taos NCTL210-3803- -FBC Venice, FL 002OF4 M fm4 CfSFAt10E MASONRY INSTALLATION rn..c O ew:I" ��..}v}. Pt^.a MOMBOiE}tAY . A ©� 3 1.M6EDMEN, ° G 18 5/8" O.C. 5 1/8" I MAX. THRU JAMBMAX. FROM EMREOMENT -IM1;.Ar;- vA•MA% -t— CORNERS ( SHIM SPACE I'7� j MIN.015TANCE r�UQ 1 7 3/16- O.C. /1 6" FROM EDGE 2 VI" —+ 1 � O.C. MAX. , C-4 THRU C2 a I� JAMBS v 1 �^ FROM EDGE DISTANCE r 4 2' A W = I GLAZING DETAIL MnsCNRv CWOOD FRAME SECTION TYP BLOCK 1 O 6 1/8- 1 VERTICAL SECTION FRAME JAMB SECTION(TYP) MAX. FROM HORIZONTAL SECTION ( DOOR WIDTH (142 5/8" MAX.) 1 CORNERS E:X7 TYPICAL ELEVATION WITH FASTENER SPACING TWO,THREE AND FOUR PANEL. 11. A. SHSM 5PACE CONFIGURATIONS APPROVED 1 Ad a Q ..F Mm. 2 EM6EDMEN Max Frame DP RATING IMPACT MIN DISTANCE W.—TANLE 142 5/8" x 79 1/211 *65/-65 YES "OM EDGE 11.Y KOCKrMi �1-0M EDGE 1 11" Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of 2. Use(2)-3/16"Tapcon or equivalent fasteners through frame per location with sufficient length to the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida penetrate a minimum of 1 114"into concrete or masonry ar each location with a 2 1/2"min.distance Building Code(FBC)and the industry requirements for the stated conditions. from the edge. For concrete(min.Fc=3000 psi)or masonry substrate(CMU shall conform to ASTM 2. All glazing shall conform to ASTM El 300. C90) 3. At minimum,glazing is 4.7 mm tempered-8.8mm airspace-4.7mm heat strengthened glass-2.2mm 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads SGP-4.7mm heat strengthened glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. 5. Maximum sizes are buck sizes and do not include fin or flange. This schedule y the fasteners ired window to achieve drtheeratedldes gpressure uputo the size anchor sizelimitations `�� `ESiJ,I i�� F noted. It is not intended as a guide to the installation process and does �� PROJECT ENGINEER: DATE: ` •'• '_ JEL�N 3737 Lakeport Blvd not address the sealing consideration that may arise indifferent wall '• 'p . -- 07/05/2014 conditions. For the complete installation procedure,see the instructions ' O DRAWN BY: scale Klamath Falls,OR.97601 packaged with the window or go to — 1 7 1 D. Vezo NTS Phone: (800)535-3936 7� CHECKED BY: TITLE: www.jeld-wen.com/resources/installatior. la J. Kanto la -P w APPRovEDBY: Premium Atlantic Vinyl Sliding Patio Door OXXX DISCLAIMER: : O D� •'• 4 : This drawing and its contents are confidential and are not to be �i •e's"Nbi e �•e,C� reproduced or copied in whole or in part or used or disclosed to others �E�F1 39B ' except as authorized by JELD-WEN Inc. 4 to 338 IDENTIFIER Nu, PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET ,OF 4 pAi �W NCTL210-3803- -FBC Venice, FL �� B9m;• STEEL INSTALLATION 5-1 sma MIN DISTAYCE...}}}��2 � FROM EDGE'1/2"' M'n embedment 3 2 or rnr«rhreoas � wsr t.eme ---- -- 1/4"MAX 18 5/8" O.C. 5 1/8- _--- 514IM 5PACE MAX. THRU JAMB 1rrtMAX. FROM � -r CORNERS 2 r SHIM 5PACE emQ0 FROMD X ISTANCE EDGE 112' F1 �17 3/16' O.C. MAX. M,n. bedment iV THRU °m of three threads 3 � JAMBS Past frame o 1 ING S gouge min I (— I � � " D Dow 995 Steel stud U n 10.6mm �o MIN.DISTANCE 2 W I 1 1 FROM EDGE'1/2" 1 II Q O I GLAZING DETAIL C 6 1 WOOD FRAME SECTION(TYP) .o L MAX. FROM VERTICAL SECTION 1 CORNERS FRAME JAMB SECTION(TYP) DOOR WIDTH (142 5/8" MAX.) HORIZONTAL SECTION TYPICAL ELEVATION WITH FASTENER SPACING TWO,THREE AND FOUR PANEL CONFIGURATIONS APPROVED SHIM MACE 1 a2 i�!MINDIS MaxFrame DPRATING IMPACT1425/8" x791/2" +65/-65 YES .FgpM EDGE:U2 L -51 y,vSmA stw sw I _ Installation Notes: General Notes: 1. Seal flangelframe to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of 2. For anchoring into metal framing,use(2)410 TEK Self Tapping screws per location with sufficient the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as Building Code(FBC)and the industry requirements for the stated conditions. shown in elevations and installation details. Steel substrate min. 18 ga(fy=33 ksi). 2. All glazing shall conform to ASTM El 300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing is 4.7 mm tempered-8.8mm airspace-4.7mm heat strengthened glass-2.2mm to the structure The host structure is the responsibility of the architect or engineer of record for the SGP-4.7mm heat strengthened glass. project of installation. 4. Use structural or composite shims where required. window addressesis schedule ndow to achievethe atedldes gn requiredsteners pressure upto he s ze liimitations `��or the `ES'F ill,, r f,',77 noted. It is not intended as a guide to the installation process and does �� PROJECT ENGINEER: DATE: �/ •.'' 05/28/20153737 Lakeport Blvd not address the sealing consideration that may arise in different wall • +. JEL'I�N conditions. For the complete installation procedure,see the instructions ;•• • O DRAWN BY: scAle: Klamath Falls,OR,97601 packaged with the window or go to www.jeld-wen.com _ D.VezO NTS Phone: (800)535 3936 It CHECKED BY: TIILt: = -o TT � cr .• 3. Goossen cL APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door OXXX DISCLAIMER: ( �P w This drawing and its contents are confidential and are not to be6�Wmn • ••NOrer � PaRT PRo EST No reproduced or copied in whole or in part or used or disclosed to others � �j �x••Y'37 q� D60�U l except as authorized by JELD-WEN Inc. Sea 'IMCChly4X 339 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET °Pf4i� NCTL210-3803 -FBC Venice, FL 00 4 OF 4 NOTICE OF PRODUCT CERTIFICATION a CeR CERTIFICATION NO: NI010727.04-R1 DATE: 04/17/2012 11V CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 REVISION DATE: 01/04/2016 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN "Premium Atlantic Vinyl 3737 Lakeport Boulevard 3800 Sliding Patio Door(Welded Frame) Klamath Falls, OR 97601 w/Through Frame&Nail Fin Installation Configuration: OXXX Glazing:IG-3/16"Tempered Glass/Laminate-3/16" Heat Strengthened Glass/0.090"SentryGlas Plus/3/16" Heat Strengthened Glass Frame: W-3623mm(142.63") H-2019mm(79.5") Panel: W-927mm(36.5") H-1953mm(76.88") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +65/-65 psf Large Missile Impact Rated Water Resistance Test Pressure:9.75 psf Product Tested By: National Certified Testing Laboratories, Inc. Report No: NCTL-210-3803-1 Expiration Date: February 28,2020 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 Florida Building Code Online Page 1 of 3 ow Business & Professional SCIS Home Lop in . User Registration Hot Topics Submit Surcharge Stats&Facts Publications FOC Staff SCIS SU Map Lints Search f b , r a Product Approval 4 USER:Public User Product Approval Menu>Product or ADDlication Scar-Ch>Application Lis[>Application Detail FL# FL22513-R1, RECEIV7F*rmj Application Type Affirmation I Code Version 2017 FEB 13 Application Status Approved ST. Lucie county, 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 v Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Ui HReferenced Standard and Year(of Standard) Standard Year TAS 201 1994 LL TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By J I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgtdytNblepz46... 1/27/2018 Florida Building Code Online Page 2 of 3 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 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 R1 C CAC NI013747.01.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 FL22513 R1 II FL0212.odf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports When impact resistance is required,hurricane protective FL22513 R1 AE 514008.1)df system is required. Door top rails stamped"HPC".See DWG- Created by Independent Third Party: Yes MA-FL0212 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 R1 C CAC NI013747.04.odf 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 FL22513 R1 11 FL0215.1)df Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed.3'-0"x 8'-0"max nominal size. Evaluation Reports When impact resistance is required, hurricane protective FL22513 R1 AE 514009.ydf system not required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 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 R1 C CAC N1013747.04.odf 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 FL22513 R1 II FL0215.pdf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports When impact resistance is required,hurricane protective FL22513 R1 AE 514007.odf system not required on opaque panels,but is required on Created by Independent Third Party: Yes glazed 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 R1 C CAC N1013747.04.odf 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 FL22513 R1 II FL0215.odf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports When impact resistance is required,hurricane protective FL22513 R1 AE 514007.pdf system not required on opaque panels, but is required on Created by Independent Third Party: Yes glazed 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 R1 C CAC NI013747.06.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the FL22513 R1 II FL0217.odf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 1/27/2018 Florida Building Code Online Page 3 of 3 When impact resistance is required, hurricane protective FL22513 RI AE 514007.0 system is required. See DWG-MA-FL0217 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747.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 FL22513 R1 II FL0211.12df Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 3'-0"x 6'-8"max nominal size. Evaluation Reports When impact resistance is required,hurricane protective FL22513 R1 AE 514010.Ddf system not 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 R1 C CAC N1013747.odf 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 FL22513 R1 II FL0211.pdf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports When impact resistance is required, hurricane protective FL22513 R1 AE 514008.Ddf system not required on opaque panels,but is required on Created by Independent Third Party: Yes glazed sidelites.See DWG-MA-FL0211 for details. 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 R1 C CAC N1013747.03.1)df 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 FL22513 R1 I1 FL0214.pddf Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements do not exceed the Created by Independent Third Party: design pressures listed. 12'-0"x 6-8"max nominal size. Evaluation Reports When impact resistance is required, hurricane protective FL22513 R1 AE 514008.0f system is required. See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes Bade 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 mail 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 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 her . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 1/27/2018 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010 434-688-0609 Date: 05/01/2017 rllomas(@Irlomasoe.com 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/4 w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,TR12) Nominal diameter: D: 0.190 in Cap: 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(6=0.50) Main member: Spruce-Pine-Fir(6=0.42) Side member thickness: t,= 1.000 in Main member thickness: t„= 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: 1m= 1.140 in Mode I„ Mode I, Mode 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 lbs P= 884 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 KD= 2.400 KD= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6 Z.= 302 lbs Z.= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 KD= 2.400 KD= 2.400 Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value(ZCo): Z'= 175 lbs/anchor Solid members w/d w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,TR12) Nominal diameter: D: 0.190 in cap: 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: F0= 80,000 psi Side member: Douglas Fir-Larch(6=0.50) Main member: Steel strap/clip Side member thickness: t,= 1.000 in Main member thickness: tm= 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: 1m= 1.140 in Mode I", Mode I, Mode II Mode III„ Mode III, Mode IV qm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P= 13397 lbs P= 884 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 KD= 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 KD= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs Min.Design value: Z= 163 lbs Z= 953 lbs Ko= 2.400 KD= 2.400 KD= 2.400 Duration Factor: CD= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs Allowable Design Value(ZCD): Z'= 262 lbs/anchor Fastener type: 1/4"ITW Topcon 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 lbs Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs Actual edge distance: 2.50 in Reduction factor: 0.85 \\ Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs \��J�S • .�• . O�� Actual spacing: 3.00 in Reduction factor: 0.91 �7•• Cj E N • �� Allowable Design Value(Zf,,,.,): Z"= 155 lbs/anchor ` �• �� ts� •� Minimum anchor capacity: 155 lbs/anchor = *• ^ C,, Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. 'TAT OF Anchor calculations,minimum required anchors i • ♦• 36.38 Design pressure: 85.0 psf s�ORtOGP`G� � ' Al Zone Area Load Ind. O.C. Cap, Anchor Load Result //�l////111M0 '01V A1- `\�\�\ A 7 79.25 (ft) (lbs) (i^) (in) (lbs) Qty (lbs) //l+ ttt\ Ai 2.3 195 N/A N/A 155 2 98 OK Luis R. Lomas P.E. A A2 7.7 656 6.00 18.00 155 5 131 OK FL No.: 62514 1 of 2 5/2/2017 L..Roberto Lomas P.E. 1432WoodlordRd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010 434-688-0609 Date: 05/01/2017 rllomas(c lrlomaspe.com Anchor Locations: 36.38 18.19 5.00 TYP. 6.00 TYP. 6.00 13.45 MAX.O.C. 79.25 6.00 Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 410 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 SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: P. L0/l/ A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. \\\�Cj . . . 0 * C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. \ \� � CEN,9'• q % D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI I- .052" �•��,� .052"THICK MINIMUM ZZ 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE *� 0 ;07�0-, 1 * = DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. �� C �jo . TAT 0 R �FiS':c� s/ONALIEa��`� Luis R. Lomas P.E. FL No.: 62514 2 of 2 5/2/2017 r L0 1111 MASONITC. - 149'MAX. OVERALL FRAME WIDTH CL: � O 21" MAX 36.375" MAX. WOOD-EDGE STEEL DOOR UNIT D.L.O. PANEL WIDTH 37.5 MAX. ¢ p 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH J GENERAL NOO 1. EVALUATED FOR USE IN LOCATIONS ADHERING ® ® ® ® 0 THE FLORIDA BUILDING CODE AND WHERE PRESSURE Q �C> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, LLl U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. L17 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON (- OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, t�EC) Ld EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), W W HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE x x PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON-IMPACT GLASS. to 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: '" TEST DESCRIPTION DESIGNATION LITE FRAME SL Cd SL� g SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F n r TE OF BURNING ASTM D635MOKE DENSITY ASTM D2843 70.2% W ENSILE STRENGTH- ASTM D638 1.8% DIFF m • COMPARATNE TENSILE STRENGTH AFTER WEATHERING v p 4500 HOURS XENON ARC METHOD 1 p r 0 DOUBLE DOOR UNIT W/SIDELITES 0. IL Addendum to NAM( Y m CeddleAm No.: OIJ Reviewed BY - Ren Revi:w F� � 13 ❑ ❑ [3 1:1 13 130 ❑ ❑ 13 ❑ 13 [3O .00 0000 00 .00 00. 0000 00 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNR SINGLE DDDR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE z WHERE WATER INFILTRATION PERFORMANCE IS are 5 26 17 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING QUTSWING INSWING BUMPER O S I 2-SERIES 0 S HIGH DAM 0 S ,/- J A �E: N.T.S. SHEET-f DESCRIPTION X 37.5 +70.0 -70.0 !+70.0Ji-55.0 -70.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 y7 z (�tl1l/ �.BY: SWS 1PICAL ELEVATIONS & GENERAL NOTES XX 74 +55.0 -55.0 ED 0 N A +20.0 -20.030.0 -30.0 +50.0 -50.0 ANCHORING LOCATIONS k DETAILS OX or XO +5 .0 - 5.0 0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 tHKOI.Y,3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +5 .0 -55.0 N A +20.0 -20.0 +30.0 -300 +500 -50.0 KURT BALTHAZOR- .0 0 N/A + .0 - 0.0 + 0.0 -30.0 +50.0 -50.0 FLORIDA P.E. Y02tf-17 /56533 sNLt� 1 of 3 psp 00 6" SEE DETAIL 6" C3 p O E" 3^ Q(� 3 �3' —L 3" 3" 3 3 oc J 6, -i I in io I —�6" 6^ Lu U U 0 Lf) U U U ♦- a a SEE DETAIL �L7 N'D' LLJ r SEE DETAIL (� 0 ,G. — l J — W a — — SEE DETAIL 8 W �. B Of 0 N A O B 0 G H H H 6 3' 1O8ms� �0 8 I I I r I I I I 3" '1 — 3' II I j m o 3. 6 a` SEE DETAIL 6• #8 x 2" ASTRAGAL RETAINER BOLT HOLE #8 x 2" #10 x 5/8" iii;CMUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH x/10 x 5/8" FOR A 1.375" THROW #8 x 2" #10 x I" DETAIL "E" ASTRAGAL Z #10 x 2-1/2 ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o 0 #10 x I" STRIKE PLATE TO FRAME � #10 x 5/8" AS SHOWN. � DETAIL "C" DETAIL "D" Li 1 0.962"! HOT MELT 1.375" ELASTOMER T T /6 X 1-1/2'PHS INSWING THRESHOLD BUMPER 0/S THRESHOLD Ad&rdwtoWMMI z HOT MELT/ 1/2'BITE ELASTOMER Certl(L:aIwNo.: /? 4 ,, RevievedBy wTE: 5126117 SCALE: N.T.S. 1.482" 1.75` . E848 kME'A`1047' 1tIIf.610B TT TYPICAL GLAZING DETAIL DWG eY SWS T T NON-IMPACT GLASS CHK.BY: DIRAWZ-SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD VWG MND WG-MA-FL0211-17 SHEET 2 ov 3 Lr) SEE DETAIL6' 6 a Op 'E' SHT. 2� 3" 3. J33- .-3 _ 6' 3" �3" C U �O Q� 6" 6" I I I I 1 " " Z Ln O 6 6 J 6" W Z N Lu O Q w Q W Y SEE DETAIL a �L-u Lo U "D" SHT. 2 - _ � 9co co SE_E DETAIL �'Z0 3 'C SHT. 2 A w - _ w 0— A + G G H B 7 6• - _ a 6' $ o 3" 3. 3" - 3.6 6" h^3" SEE DETAIL 6. 3^6" bI o o 'F" SHT. 2 6" o HARDWARE SCHEDULE a 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND m SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. ATTACHMENT DETAIL 1.2 >" t. 2• 4" X 4" FULL MORTISE BUTT HINGES. 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 0.25" MAX 1"Xt/2" CORRUGATED /110X2" WOOD SCREW SIGNED AND SEALED BY ROBERTO LOMAS. PE SHIM 3" FROM EACH END 6" FROM EACH END v, (FLORIDA #62514) WITH THE LOWEST (LEAST) CL AND 7' OC AND 12. OC z FASTENER RATING FROM THE DIFFERENT FASTENERS — �— i N BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACRY Ic THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE HULK 10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL CAULK # / TYPICAL MASONRY ACRYLIC SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LATEX w LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK CL o WOOD SCREW EDGE DISTANCE MIN 3/4". 1 COMBINATION WOOD COMBINATION WOOD 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" MULLION (BOXED) MULLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN .0.25" MAX (3) g10x2-1/2" OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WOOD SCREWS z EACH END AdderdunbNAMI MINIMUM EMBEDMENT OF 1-1/4". CL-� �- A CeNI cal on No.: !? y DATE 5126117 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ` • ReA61 sous: N.T.S. "TRANSFER LOADS TO STRUCTURE. D*RW. MG.BY. SINS 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ° • a+K, BY. TYPICAL WOOD BUCK ANCHOR INSTALLATION °RWNG NO INTEGRAL WOOD DWG-MA-FLG217-17 MULLION (CHS) SHEEP 3 OF 3 NOTICE OF PRODUCT CERTIFICATION Cf RTIF/ ti A(CRI, �' Company: Masonite International Corporation Certification No.: NI013747 1955 Powis Road Certification Date: 06/08/2017 ., West Chicago,IL 60185 Expiration Date: 06/30/2021 N t �.` Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites (w/Wood Frame unless noted) 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 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 Listine at www.Namicertification.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& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13 Single Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 X O/S Opaque 3'0"x 6'8" +70/-70 3.0 psf Yes ATLNC 1001.01-13 Single 4.5 psf' Maximum Panel Size:3'0"x 6'8"7.50psf' Anchor Details-DWG-MA-FL0211-17 XX I/S Opaque 6'0"x 6'8" +55/-55 0 psf Yes NCTL-210-2930-1 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 psf Yes NCTL-210-2930-1 Double 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 0 psf Door-Yes NCTLr210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 3.0 pst' Door-Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL021 l-l7 OXO I/S Opaque Door 9'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-171.0211-17 OXO O/S Opaque Door 9'0"x 6'8" +55/-55 3.0 psfl Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 OXXO I/S Opaque Door 12'4"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 OXXO O/S Opaque Door 12'4"x 6'8" +55/-55 3.0 psfl Door-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite 1 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 I-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-Hi-Dam 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: