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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 4 �v �� sue•- �� '� � a BCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats&Facts i Publican r(� ty oaf Search F'fl^Ca a RVEVMWE Product rodu t;Approval CODE COMPLIANCE c User ST. LUCIE COUNTY Product Approval Menu>Product or Aoolicanon Search>Application List>Application Detail w O C A � ID �r"" FL# FL22363-R6 LKd (M=(V- Application Type Revision Code Version 2020 )Vj(-VP Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived File COPY Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2013 ASTM E1996 2014 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/20/2020 Date Validated 11/23/2020 Date Pending FBC Approval Date Approved 11/29/2020 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK... 2/17/2021 Florida Building Code Online Page 2 of�4 Summary of Products FL# Model,Number or Name Description 22363.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2.2363_._R6 C CAC„NI013.- .7.17-R4;pd[ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/31/2025 Design Pressure:+60/-65 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0187.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed.3'-0"x 6'-B"max nominal size.Hurricane Evaluation Reports protective system required in HVHZ,but not in the Wind FL22363 R6 AE 514010B.adf Borne Debris Region.See DWG-MA-WL0187 for details. FL22363 R6 AE 51-4014B,.pdf Created by Independent Third Party:Yes 22363.2 Fiberglass Side-Hinged Door Unit 6'-8"Opaque O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL223 3._R6 C CAC NI01.3?17.17-R4_, f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/31/2025 Design Pressure: +60/-60 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL2.2363_._R6.._11 _FLG187,..pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed.3'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ,but not in the Wind FL22363 R6 AE 514010B.odf Borne Debris Region.See DWG-MA-WL0187 for details. FL22363 RG AE 514014B.pdf Created by Independent Third Party:Yes 22363.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717.17-R4.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/31/2025 Design Pressure: +50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0187.0d(' Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ,but not in the Wind FL22363 R6 AE 51.4008B.pdf Borne Debris Region.See DWG-MA-WL0187 for details. FL22363 R6 AE 514012B.odf Created by Independent Third Party: Yes 22363.4 Fiberglass Side-Hinged Door Unit 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate F Approved for use in HVHZ,Yes FL22363 R6 C CAC N701.3777.03-R3.od: Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/31/2025 Design Pressure:+40/-40 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 11 -FL018 Pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ and the Wind Borne FL223G3 R6 AE 51400�3E3.pdf r-- Debris Region.See DWG-MA-WL0189 for details. FL22363 R6 AE 514012B.odf Created by Independent Third Party: Yes 22363.5 Fiberglass Side-Hinged Door Unit 6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or w/o Sidelites AjmUse Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 RG C CAC N1013717.04_-R3,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2025 Design Pressure:+50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 I1 -FL0193.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ and the Wind Borne FL22363 R6 AE 514008B.gdf Debris Region. See DWG-MA-WL0193 for details. FL22363 RG_AE_51 01?B.pdf Created by Independent Third Party: Yes 22363.6 Fiberglass Side-Hinged Door Unit 6-8"Impact Glazed I/S or O/S Single or Double Door w/or w/o Sidelites https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3 M6m9%2fK... 2/17/2021 Florida Building Code Online Page 3 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No . FL22363 R6 C CAC NI013717.05-R5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2025 Design Pressure:+50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0195.pdf Building Code,excluding the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports protective system not required in the Wind Borne Debris FL22363 R6 AE 514008B,.pdf Region.See DWG-MA-WL0195 for details. FL22363 R6 AE 514012B.odf Created by Independent Third Party:Yes 22363.7 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717.18-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/31/2025 Design Pressure:+60/-65 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0188.0cif Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed.3'-0"x 8'-0"max nominal size.Hurricane Evaluation Reports protective system required in HVHZ,but not in the Wind FL22363 R6 AE 51.4009B.adf Borne Debris Region.See DWG-MA-WL0188 for details. FL22363 R6 AE 514013B.pdf Created by Independent Third Party:Yes 22363.8 Fiberglass Side-Hinged Door Unit 8'-0"Opaque O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 R6 C CAC NI013717.18-R3.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2025 Design Pressure: +60/-60 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0188.pdi' Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed.3'-0"x 8'-0"max nominal size.Hurricane Evaluation Reports protective system required in HVHZ,but not in the Wind FL22363 R6 AE 51.4009B.0df Borne Debris Region.See DWG-MA-WL0188 for details. FL22363 R6 AE 514013B.pdf Created by Independent Third Party: Yes 22363.9 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S or O/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 R6 C CAC N101.3717.1.8-R3.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/31/2025 Design Pressure:+50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0188.,�f Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ,but not in the Wind FL22363 R6 AE 51400 B.pdf Borne Debris Region.See DWG-MA-WL0188 for details. FL22363 R6 AE 514011B.0df Created by Independent Third Party:Yes 22363.10 Fiberglass Side-Hinged Door Unit 8'-0"Glazed I/S or O/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363,__R¢ C CAC NI013711.H-R2,pd_f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2025 Design Pressure: +40/-40 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 I1 -FL0190.odf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ and the Wind Borne FL22363 R6 AE 514007B.odf Debris Region.See DWG-MA-WL0190 for details. FL22363 R6 AE 514011[3.;,pdf Created by Independent Third Party:Yes 22363.11 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed I/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL22363 R6 C CAC NI013717.09-R4.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2025 Design Pressure:+40/-45 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL01.96.pdf Building Code,excluding the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgs3 M6m9%2fK... 2/17/2021 Florida Building Code Online Page 4 of'-+ pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports protective system not required in the Wind Borne Debris FL22363 R6 AE 5140078 odf Region.See DWG-MA-WL0196 for details. FL22363 R6 4E 5140118 odf Created by Independent Third Party: Yes 22363.12 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed O/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL22363 R6 C CAC NI013717 09-R4 odF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2025 Design Pressure:+45/-40 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0196.odf Building Code,excluding the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports protective system not required in the Wind Borne Debris FL22363 R6 AE 51,1007B.odf Region.See DWG-MA-WL0196 for details. FL22363 RG AE 514011B.pdf Created by Independent Third Party: Yes 22363.13 HPC Fiberglass Side-Hinged Door 8'-0"Glazed 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 FL22363 R6..C._CAC N1013717.07-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/31/2025 Design Pressure: +47/-47 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0192.Ddf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ and in the Wind Borne FL22363 R6 AE 514007B.odf Debris Region. Door top rails stamped"HPC".See DWG-MA- FL22363 ............. 51,=U11_t3,;,pdf WL0192 for details. Created by Independent Third Party: Yes 22363.14 HPC Fiberglass Side-Hinged Door 6'-8"Glazed 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 FL22363 R6 C CAC NI013717.02-R3.rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/31/2025 Design Pressure: +50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 R6 II -FL0191.0clf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports protective system required in HVHZ and the Wind Borne FL22363 R6 AE 514008B.odf Debris Region. Door top rails stamped"HPC".See DWG-MA- FL22363 R6 AE 514012B.odf WL0191 for details. 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.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 emaiIs 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: 4PSy � ECItiiA -®.vim, Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3 M6m9%2fK... 2/17/2021 ti Memo To: Fire Chief Nate Spera From: Fire Marshal Captain Paul Langel cc: Chief Chambers, PIO Brenda Stokes, PSL. SLC. FP. Building Officials Date: March 17,2020 Re: Amended St. Lucie County Fire District Plans and Permit Receiving Procedures Due tothe coronavirus situation the Saint Lucie County Fire District Fire Marshal's Office will no longer accept hard copies of any building plans or fire permits until further notice. The submittal process will only include the electronic version that can be placed on a zip drive or CD. The application for the respective plan review can be found on the Saint Lucie County Fire District website at www,.stcfd com.and can be printed out and completed and place on the electronic version as a PDF.File. Please feel free to contact me should you have any questions or concerns. Respectfully Submitted, Fire Marshal Captain Paul Langel , J L.-Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer Masonite Lewisville,NC 27023 Report* 514008B 434-688-0609 Date: 10/10/2017 rllomas(cDIrlomaspe.com Test Report: N/A Product: Double Door with and without sidelites 12'x6'8"(wood frame) scope: This analysis provides calculations,quantifies,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 7th edition(2020). 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 2018,TR12) Nominal diameter: D: 0.190 in Gap: 9: 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(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,m= 3,350 psi Side member dowel bearing length: I,= LOGO 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 Ibs/in qs= 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 Ibs P= 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Kp= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 Z.= 302 Ibs Z,= 368lbs P= 331 Ibs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko= 2.400 P= 297lbs P= 319lbs P= 263lbs Min.Design value: Z= 110 Ibs Z= 138 Ibs Ko= 2.400 Ko= 2.400 K,,= 2.400 Duration Factor: Cp= L6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value(ZCD): Z.= 175 Ibs/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 Ibs/anchor(per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 &A,Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value g7s): Z.= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/onchor 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 r-t Max. Anchor M Area Load Ind.Zone (ft2) (Ibs) (in) O.C. Cap. QtyLoad Result 79.25 . (in) (Ibs) (Ibs) Al 2.3 138 N/A N/A 155 1 138 OK J 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 Max- Anchor �� R• L'� / Area Load Ind. \ \S . . . .• / Al Aa A4 Al Zone O.C. Cap. Load Result (ft') (Ibs) (in) Qty \N v.• C E N •.'9 �.� Y Y Y (Ibs) (Ibs) ,,. \01� j j l j 79.25 Ai 2.4 146 N/A N/A 155 1 146 OK _�* e Al Aa A4 Al AZ 7.9 473 6.00 21.00 155 5 95 OK a 51 .. A3 7.8 468 N/A N/A 155 4 117 OK �.� ' ' : 147.75 A4 2.3 138 N/A N/A 155 1 138 OK �� TAT OF �` A5 7.7 463 N/A N/A 155 3 154 OK jO��/C►� QQ`.e•Q�� ORI 4NAL rrn�ii Luis R. Lomas P.E. FL No.: 62514 1 of 4 9/2/2020 L: Roberto Lomas P.E. 1432 woodrord Rd. Manufacturer. Masonite Lewisville,NC 27023 Report*. 514008B 434-68e-0609 Date: 10/10/2017 rllomas onlrlomaspe.com Anchor Locations: Double door 36.38 36.38 6.00 TYP. 6.00 TYP. —'18.1 9 TYP. 3.00 TYP. 6.00 18" MAX O.C. 79.25 6.00 �� S R• .L d ��i ��v•�\G�N S,�•,cf��'� *• 51 �yo , TAT OF ,•� �.�'.'c�pR10P••�'� /ONAL E\\��\\ - Luis R. Lomas P.E. FL No.: 62514 2 of 4 9/2/2020 L. Roberto Lomas P.E. 1432 WoodrordRd. Manufacturer. Masonite Lewisville,NC 27023 Report#. 514008B 434-688-0609 Date: 10/10/2017 rllomas 5�1domaspe.com Double door with sidelites 37.50 36.38 36.38 37.50 1 8.75 TYP. 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYR 6.00 MAX O.IIC. 79.25 6.00 ��111111//� E.N q ,Cp .e *• 0 51 •#= jo TATE OF 0. Luis R. Lomas P.E. FL No.: 62514 3 of 4 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville,NC 27023 Report#. 514008B 43"88-0609 Date: 10/10/2017 rllomas a()Irlomasoe.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 NWNIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOWIFILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI 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. \\��S R• 0 E N S�•gcf��''� 40 . 51 •* 2Z TATE OF j•t� .00 ��0Fs ;0--�: 40NA 11��\�� Luis R. Lomas P.E. FL No.: 62514 4 of 4 9/2/2020 F �n1� L J MASONITC. 149'W. OVERALL FRAME MDIH a - 0 2 7" MAX 36.375" MAX. 21" MAX V Q 3/4-LITE FIBERGLASS DOOR UNIT D.L.O. PANEL wrDm D.L.O. 37.5" MAX. o 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH Cr J GENERAL NOTES O I. EVALUATED FOR USE IN LOCATIONS ADHERING TO o THE FLORIDA BUILDING CODE AND WHERE PRESSURE a U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM = DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, W ll)() DOES NOT EXCEED THE DESIGN PRESSURES LISTED. to 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), °p z O � Z 0 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. � 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, 0LLJ Q HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. ZE 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. f°u�i9 Ed 5. PLASTICS TESTING: a TEST DESCRIPTION DESIGNATION FACING LITE FRAME age SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F 1 740 'F > 650 T RATE OF BURNING ASTM D635 0.56 IN MIN "13.4 IN MIN ® ® ® ® } SMOKE DENSITY ASTM D2843 53.4X 13.4X TENSILE STRENGTH* ASTM D638 3.2X DIFF 7.1% DIFF mo 6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION IL DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 779 'F > 650'F g p RATE OF BURNING .ASTM D635 0.0 IN MIN p SMOKE DENSITYI ASTM D2843 39.0% DOUBLE DOOR UNIT W/SIDELITES a IL TENSILE STRENGTH- I ASTM D638 3.6% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING N 4500 HOURS XENON ARC METHOD 1 1 cnlnln IL En F • • • • o=o z • wolw- g Ln In Oi ®® ®® ®® ®® ®® n' N M W SINGLE DOOR UNIT ROUBLE DOOR UNIT SINGLE DOOR LINR SINGLE DOOR UNIT SINGLE DOOR UNIT W SID Il S DOUBLE DOOR UNIT W/SIDELITES N N Q WITH SIDELRE WITH SIDELITELoo n WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER O S Z-SERIES 0 S HP 0 S T4 O S HIGH DAM O S U m¢p X 37.5 _ +SOLO -50.0 +50.0 -50.0 N A +25.0 -25.0 +40.0 -40.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 z XX 74 +SOLO -50.0 +50.0 -50.0 N A +25.0 -25.0 +40.0 -40.0 N A +50.0 -50.0 +50.0 -50.0 OX or XO 75 +50.0 -50.0 +50.0 -SOLO N A +25.0 -25.0 : +40.0 -40.0 N A +50.0 -SOLO +50.0 -50.0 DAB 4126117 OXO 112.5 +SOLO -50.0 +50.0 -50.0 N A t25.0 -25.0 +40.0 -40.0 N A +SOLO -50.0 +50.0 -50.0 OXXO 149` +50.0 -50.0 t50.0 -SOLO N A +25.0 -25.0 +40.0 -40.D N A +SOLO -50.0 +SOLO -50.0 er cr.,r. M.T.S. TABLE OF CONTENTS AddednicM DWO•fff: SWS SHEEP #T DESCRIPTION commuN � KURT BALTHAZOR CHK BY DRAWING NO. ICAL ELEVATIONS & GENERAL NOTES pgy' FLORIDA P.E. 2 ANCHORING LOCATIONS & DETAILS pylg 156533 DWG-MA-FL0193-17 3 ANCHORING LOCATIONS & DETAILS sH�r ] of 3 QCL: Do 6" SEE DETAIL 3. 6" Q E" 3" 0 -3 I Illl � � II I ~ cn0 6. 6• 6• — —�6" 6„�— 3 7. 6" 3" io is _U n 4 2 M N M W �n n E� M C pO � M w W Z � U n p a a SEE DETAIL —�—� a a En LrJ } 3 � a C E DETAIL — — w W — — SEE DETAIL W .C. Lu 9 o n o 'n G H H !2 3. o � � m 6" 6 N 6" • zo g WO I�l I l l y -�� —I I— "1 3" j '� c =d 3° 3" — 3" I �� 3" 3" 3" 6" T�6• a 6" SEE DETAIL7 6" #8 x 2" r (A U) .F. BE ® ® ASTRAGAL RETAINER BOLT HOLE #8 x 2" #10 x 5/8" o MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH F #10 x 5/8" FOR A 1.375" THROW #8 x 2' #10 x 1" DETAIL "E" ASTRAGAL =o Z #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o • #10 x 1" STRIKE PLATE TO FRAME w a #10 x 5/8" AS SHOWN. a� DETAIL "C" DETAIL "D" r ON,pr iNSULAM QA= t•OR t/r MULA10 GAM °0 w E DTI) m am) asr <crm uisnT ( NI Q , 1 0.962 HOT�T� f—.mzr wsm�ien�� —.mz0 iow. � 1.375" 1� 1.437" to x t-t/z'Pxs /s N r FM TT -� EIUM.FaY.ON MTdL bPALTlt EMY4 iMM.ON E&TR SPAOm NOT MELT/�?'"�' 1/r em NOT MF1T/� Y�"`µ '/r ffm m O. INSWING THRESHOLD BUMPER O/S THRESHOLD HP O/S THRESHOLD ° �+ " ¢ aASM61ER ' z VTA +�:1 1 1 1�iPICAL GIAING DETAIL A RNATE GL42lNG�D AIL DATE. 4 26117 1 482" p 1 75"E�@1 047" NON—IMPACT GLASS SCALE: N.T.S. 1.437" NON—IMPACT GLASS �ddBIdEiAlo M.BY: SWS CHK.BY: MVANO NO.: Z—SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD T4 0/S THRESHOLD t DWG-MA-FL0193-17 MEET_L OF 3 III SEE DETAIL 3" 6" Qcc Do — —� "E" SHT. 2 �— 3"—{ 3.. 3" — 3" 3" s" I cr- —�6" 6�-1 6" nul M^ v ! CL U w S a SEE DETAIL a I-u- U7(i } SHT. 2 — — u1 O > cc .-W 0 � SEE DETAIL w a 9 'C" SHT. 2 cc in w B o A n A a G- N G H 6 � h�� An 6" G io io 3" TrP AddenfmtolWlM —3" 3" 3.6 6" 3" 3" �i b� o SEE DETAIL g" g" (�ltifis�41lIA. F" SHT. 2 g^ o'l• s HARDWARE SCHEDULE & 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND Cam ATTACHMENT DETAIL' 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, PE 1.25" 2. 4" X 4" FULL MORTISE BUTT HINGES. (FLORIDA #62514) WITH THE LOWEST (LEAST) MIN > _0.25" FASTENER RATING FROM THE DIFFERENT FASTENERS MAX 1'x142" CORRUGATED #10x2' WOOD SCREW BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1.SHIM 3" ROM EACH END 6" FROM EACH END IL m o Z THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—� I-- MIN" > t AND 7' OC AND 12" OC p 0 #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. w i 0.25" + o 0 1n A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH SHIM AIc a? ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY CL— I` mow:! ACRYLIC m DISTANCE MIN 1/2". ANCHOR INSTALLATION ��:, CAULK CL I w 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ;. :'t: 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1 ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) M " 0.25' 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MAX (3) /�1OX2-g2" (a% glOX2-1/2" H-H SHIM WOOD SCREWS O D SCREWS ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT EACH END EACH END OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL—� �— are 4126117 MINIMUM EMBEDMENT OF 1-1/4". ® ° N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO DWG.ar: SINS ° ® °° TRANSFER LOADS TO STRUCTURE. DHN.BY: TYPICAL WOOD BUCK DRAWING NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DWG-MA-FLO193-17 MULLION (CHS) MULLION (CHS) SHEET 3 - 3