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Home My WebLink AboutProduct Approval Ilorida Building Code Ogline �r .Q q 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search , Product Approval xwcl USER:Public User Product Apprgval Met`u>Product ict or Appl Qttgn Search>Application List>Application Detail REVIEWED FOR FL # FL22378-R7 CODE COMPLIANCE Application Type Revision ST. LUCIE COUNTY Code Version 2020 Application Status Approved BOCC *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ aa g� ` Product Manufacturer Masonite Inter iayylt' IA`� c v 3 'y C 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 ,E r Compliance Method Certification Mark or Listing $-4l Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards ' Certified By Product Approval Method Method 1 Option A Imp:,www_tloridabuilding.org/pr'pr_app_dti.aspxTparam=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo03rKdgwOBugQacWmDBFHOng%id%3d[12,17/2020 9:02:13 AMI Florida I3641ing Code Ophrie Date Submitted 11(05/2020 Date Validated 11/05/2020 Date Pending FBC Approval Date Approved 11/11/2020 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 R7 C CAC NI007077 07 R3 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida EL22378 R7 II F 0170 Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 6-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO170 for FL22378 R7-.AE ]4_0106 pdf anchor details and water performance where required, F1 22378 R7 AE 514014B.udf 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 R7 C CAC N1007077,07 R3.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date !. Impact Resistant:Yes 12/31/2025 Design Pressure: +60/-60 Installation instructions Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0170.pdf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute `t where pressure requirements do not exceed the design i Created by Independent Third Party: pressures listed, 3'-0"x 6'-B"max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO170 for FL22378 R7 AF 514010B.pdf anchor details and water performance where required. Fi 22378 R7 AE 514014B.pdf 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 R7 C CAC NI007077.07-R3.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 I1 FL0170 pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO170 for E1 22378 R7 AE 51400ffi,w�df anchor details and water performance where required, FL22378 R7 AE 5140128.Ddf 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 R7 C CAC NI00707 07 R3_.Adf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date r Impact Resistant:Yes 12/31/2025 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II F1017 .pdf Building Code,including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures fisted, 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO170 for Ft 2 78 R7 AE 514008B ).d anchor details and water performance where required. F1 22378 R7 AE 5140]2B.odf Created by Independent Third Party: Yes 22378.5 Stormguard Fiberglass Side-Hinged U-8 Impact Glazed I/S or O/S Single Door w/ or w/o Sidelites Door Unit hop:.iwww.11oridabuilding.org,pr'pr app_dtl.aspx?param=wGEVXQwtDgs3M6m99o2fK8XPIOX7v28WDoO3rKdgwOBugQacWmDBFHOng%3d%3d112/17,20209:02:1 3 AMI Florida Building Code Opline Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R7 C CAC NIO07O77.09-R4.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0172.12df Building Code, including the High Velocity Hurricane Zone, and ! Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 9'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO172 for FL22378 R7 AE 514O08B.12df anchor details and water performance where required. FL22378 R7 AE 514012B.12df Created by Independent Third Party: Yes 22378.E 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 FI 22378 R7 AC N1OO7O77,09-R4.12df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 Design Pressure: +50/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FLO172.ndf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO172 for FL22378 R7 AE 514008B.12df anchor details and water performance where required. FL22378 R7 AE 514O12B.odf 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 R7 C CAC NIO07077 09-R4.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0172.1)df Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO172 for FL22378 R7 AE 514008E odf anchor details and water performance where required. FL22378 R7 AE 514012B.odf 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 R7 C CAC NIO07077.08 R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II F 0171.odf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: = pressures listed. 3'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO171 for FL22378 R7 AE 514OO9B.odf anchor details and water performance where required. F1 22378 R7 AE 514013E odf Created by Independent Third Party: Yes .A "= 22378.9 Stormguard Fiberglass Side-Hinged 8' 0"Opaque O/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R7 C CAC NIO07077 08-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FLO171.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports " 2378 R7 AE 514OO9B.odf protective system is NOT required. See DWG MA FL0171 for F�2 anchor details and water performance where required. F1 22378 R7 AE 5140136.[L 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 litip:%hvww.Floiidabuilding.orglpdpr_app dti.asps?paranr—wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo03rKdgwOBugQacWmDBFHOng a3d%3d[12/17/20209:02:13 AMI Florida Building Code Opline Door Unit Limits of Use Certification Agency Certificate a Approved for use in HVHZ:Yes FI 22378 R7 C CAC NI007077 08 R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 Design Pressure: +50.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0171.odf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO171 for FL22378 R7 AE 514007B.pdf anchor details and water performance where required. FL22378 R7 AE 514011B.odf Created by Independent Third Party: Yes 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 R7 C CAC NI007077.08 R2 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0171 Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation& Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO171 for FL22378 R7 AE 514007B.12df E• anchor details and water performance where required. FL22378 R7 AE 514011B;Ddf 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 r ' Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077 04-R7 Ddf - „., Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 Design Pressure: +43/ 47 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0173.odf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO173 for FL22378 R7 AE 514007B.pdf anchor details and water performance where required. FL22378 R7 AE 514011B.Ddf 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 R7 C CAC NI007077.04-R7 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 Design Pressure: +47/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0173.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: a pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO173 for FL22378 R7 AE 514007E pdf z anchor details and water performance where required. ! FI 22378 R7 AE 514011B.Ddf rx Created by Independent Third Party: Yes t r y + pv t t, Contact Us::7601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 n The State of Florida is an AA/EEO employer.('oovriaht 2007-2013 Slate of Florida. ::Privacy Statement::Accessibili v 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: n ® tect M hnp www.floridabuilding.org/pr/pr_app_dtl.aspx?param—wGEVXQwtDgs3M6m9°/o2fK8XPIOX7v28WDoO3rKdgwOBugQacWmDBFHOng% d%3d[12-17/20209:02:13 AM] NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI007077.09-R4 1955 Powis Road Certification Date: 05/22/20017 T West Chicago, IL 60185 Expiration Date: 12/31/2025 Revision Date: 07/27/2020 �1. 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 I/S Glazed 3'0"x 6'8" +551-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size:3'0"x 6'8" Single X O/S Glazed 3'0"x 6'8" +551-55 3.75 psf/6.0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 101201-16 Single 8.25 psf'-/9.0 psf; Maximum Panel Size:3'0"x 6'8" g 7.5 psf` Anchor Details-MA-FLO172-07!W-1807/W-1835iW- 1860/W_1885 Double Maximum Panel Size:3'0"x N Anchor Details-MA-FLOI72-07'W-1807;'W-1885 XX O/S Glazed 6'0"x 6'8" +551-55 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° Maximum Panel Size:3'0"x 6'8" Anchor Detai I s-MA-FLO 172-07'W-1807;W-1835/W-1885 XO/OX US Glazed Door 6'0"x 6'8" +551-55 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'W-1885 XO/OX O/S Glazed Door 6'0"x 6'8" +551-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1 ATLNC 1203.01-14/ATLNC 1012.01-16 Single xv/Sidelite Glazed Sidelite 8.25 psf 1/9.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1835/W-1885 OXO I/S Glazed Door TO"x 6'8" +551-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14'ATLNC 1012.01-16 Single�OSidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1885 OXO O/S Glazed Door 9'0"x 6'8" +551-55 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;W-1885 OXXO 1/S Glazed Doors 12'6"x 6'8" +501-55 0 psf Door-Yes NCTL-210-3389-1'ATLNC 1203.01-14/ATLNC 1012.01-16 Double N,/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07'W-1807/W-1885 OXXO O/S Glazed Doors 12'6"x 6'8" +551-55 3.75 psf/6.0 psf Door-Yes NCTL-210-3389-1 ATLNC 1203.01-14 ATLNC 1012.01-16 Double w/Sidelites Gazed Sidelites 8.25 psf'/8.25 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO 172-07-W-1807-W-l83 5 W-1885 1-Denotes 7-Series Threshold Design 2-Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes HP Outswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: ---------- cl� cc) 149"MAX. OVERALL FRAME MOTH 1111 MASONITE. 21 MAX 36 375" MAX. Q STORM IGUARD FIBERGLASS DOOR UNIT D,L,C) PANEL WIDTH. 37,5" MAX. 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES WIASTRAGAL I j~FRAME WIDTH of OF ......... GENERAL o 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSJRE CL REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, I WO DOES NOT EXCEED THE DESIGN PRESSURES LISTED. L0 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF 0) A HURRICANE PROTECTIVE SYSTEM (SHUTTERS), cn Lj-j 3, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. o F it I 4. PLASTICS TESTING, Ed TEST DESCRIPTION DESIGNATION FACING LITE FRAME SELF IGNITION TEMPT, ASTM D1929 >752 'F > 650 -F 42 •*F > 650 RAT OF BURNING ASTM D635 0.56 WIN �4�.2B IN"MN SMOKE DENSITY TASTM, D2843 5�A% 70.2% i i 'M D62 1.8% DIFF '- TENSILE 5, PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): It!I TEST DESCRIPTION y DESIGNATION RESULT < _�EL�F IGNITION TEMP M 01929 779 'F > 65-F RATE OF BURNING ASTM D635 0.0 IN/MIN SMOKE DENS17Y ASTM D2843 39.0% TENSILE STt ASTM 0638 1 DiFIF D 8L D,0,o R UNIT WSIVE.LfTES 0 COMPARATIVESTIRIEN--TENSILE STRENGTH AFTERWEATHERING 4500 HOURS XENON ARC METHOD 1 AddW=io NO v)Ln,Lvlr) (1)1>-' AX SIZES COMPLY WITH ASTM E1300 FOR THE 0 Co Lo(n(n V), 6 MAXIMUM GLASS LISTED, 0111 CD ?l U)IL, N� .................... acw DD"), 0- Of z 4, C, UNIT 5INGLE 200''r' UNt1 mz_S�Lll T -CQVBLE,DOOR UNJ-C3lQE- 6 -------- WHERE—WATER. INFILTRATION PEIR-FORMAINCE IS STRUCTURAL DATE: 419107 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE MAX WIDTH INSW NG SCALE: 14.T.S, I4§W—lNG--8JW-PER O/s —10' s T4 0 S HIGH O,s 55 0 N'A +25-0 .......... 37.5 __-25.0 -4C.0 +50,0 -5'5-.-0 je s q-46:b DWC W S -ff.b- + -6 N7A 1 +55.0 -55,0 +66.6 -6-5-0 +50.0 N A +25.0 75 +55.0 �A -55,0 - 5.g CHK.By. 9�^ -1+5 �O-f55,0 -55.0 N',A 25.0 o �4' -4b,o --N—, - - - .5 _�5 L KURT RALTHAZOR 7 -0 1+55,0 -55.0 N'A +25.6 --f�5T —00 55.0 - 15,0 FLORIDA P E +5 O 5 +2 :0 , -2 ,O +40,0 -40.0 N 55.0 --55,0 55,0 -5510 ,56533 DWG-MA-FI-01 72 C)7 sFE-. y cr C) 6" SEE DETAIL 3" 3" 6. 6 C) SEE DETAIL Cl) -D- SEL DETAIL cFp A— G) 6" 'n 6" a2 3" 3 3 7 SEE DETAIL A ��0 V),VlLo e, 2" 3:- 3::�:-3: 'F" in 0 u)V) P, CAI 7� ................ #8 x 2" E 5 I),J-' !P E F' /8 C) #10 x 5 #8 x 2" E #10 x 2-112'—' A PA/-A- P'ETAjNFP Lin? 7 z RAM, wU #10 x 5 4S DETAIL "C' DETAIL "D" x) 0 962"1 WndumloNAM 3 5� 4�7 7 _�7 T T SWING.,THRESHOLD Bump-- THRESHOLD HP 0 S THRESHOLD z BUMPER R �Cls 1 431" a, 1 0,17 - -ri— T T 77SERIF-3, O_S THRESHOLD HIGH DAM_.QZS 1 REaHO C —4, Q THRESHO D L ........... SEE DETAIL 6" 6" cx: CC) SHT 2 cc 3" 3" 0 3" 3- C) Qc) I qihl 6" LO C:) 0 uj 0 CL L SEE DETAIL 0 L D" SHT. 2 0- Lc) 0) C/) 1-T LLJ < SEE DETAIL I 0 "C" SHT. 2 0 0 A, 6" I L--t . ..... T , -- 1 3"' Li� - == J'— — —1-- 3- 3 3" 4 1 1 - 3" 3-r' SEE DETAII C, 6 C" "F" SHT 2 c 0 ly Do -,H E D U L E--- Ln cn�F 3011,F)IIVIN 51 K-WIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND (n U) Lo V m ATT—A CHIM ENT D E TA I L 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 RTISE BUTT HINGES. (FLORIDA #62514) WITH THE LOWEST (LEAST' 25- 47X 4" FULL MO' NI (ter �IN I.. I..".., I �� .......... FASTENER RATING FROM THE DIFFERENT FASTENERS MA) 1"X1/2- CORRUGATED #I0X2- WOOD SCREW 'low BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHII 3" FROM EACH END 6" FROM EACH END L-1 AND 7" OC AND 2" OC z 1.25 !�( THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CIL MIN" z V)cr 0- -ptlI #10 WOOD SCREWS, 1/4" TAPCONS. AND #10 TEK SCREWS. 0.25" T MAX A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH SHIM ACRYLIC cL_I I , < LATEX ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY ACRYUC co LATEX 1/2", ANCHOR INSTALLATION CAULK DISTANCE MIN CL 10 oo A"I ACHIEVE 3 THREADS 1X BUCK MASONRY OMBINATION WOOD COMBINATION WOOD C-4 cN 2� ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TC, M�NIMUM BEYOND STEEL INTERIOR SURFACE. 1.50 ANCHOR INSTALLATION MULLION (BOXED MULLION (BOXED; MIN NH X (5) #1OX2-1/2- (4)O&OX2-1/2"3, THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM AX Ewa cn,< ANSI/AF&-PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 71 SHIM WOOD SCREWS W D SCREWS Z. EACH END EACH END OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL DATE 419107 MINIMUM EMBEDMENT OF 11-11/4". SCALE: N.T.S. b 4. WOOD BUCKS BY OTHERS MJST BE ANCHORED PROPERLY TO DWG, ay� sws TRANSFER LOADS TO STRJCTI-RE. j rs YPICA! WOOD BUCK CHK.OrY. 1—1-- I , .11oe.wlnc Ho. MINIMUM DESIGN VALUE STPFNGT14 OPF 0,CHORS 1` LBS. ANCHOR INSTALLATION INTEGRAL WOO:' INTEGRAL WW DWG-MA-FL017z-07 M UL.-i fu N (CHS V L 10 N C H.S O a a s� W OQ 4 U 47 U L�1 Li Cq I 1'INSUTATED GLASS 1'INSULATED GLASS 0,124'HEAT STRENGTHENED _ --DECORATIVE INSERT 0.124'HEAT STRENGTHENED —DECORATIVE INSERT ...0OW SAFLEX (NOA 20-062201) -._...__— I (OPTIONAL) 0.090-SAALE%(NOA 20-0622 ^01), _-`-'`'-`-�-� �---� (OPTIONAL) 0.124'HEAT STRENGTHENED— - .0124'TEMP. 0.124-HEAT STRENGTHENED N-:-' - .0124'TEMP. t 2 BUTYL,fO4A,OR METAL SPACER -' 1J2'BITE BUTYL.FOAM,OR METPL SPACER 1/2-SITE 121 DOW 995/ i DOW 995 DOW 9954 W `DOW 995 y W z3 EXTERN —``' INT RI°s Eas a �- yaEa<.s a ?1-PICAL GLAZING DETAIL ALTERNATE GtAZfNG uE l o IMPACT_RATED_GLAS IMPA T RATED GLAS_ d� a) U)In U1(n O1'. 33333'm Itn!n N U)V7 { I I C0 z w! 1-I/4'wsuLnT>=c GLASS 0.124'HEAT STRENGTHENED-.,._,l 1 —INTERNAL MINBLM:DS Z� Q 0.090.SAFLE%(NOA 20-0622.01)-.._.._ L� -.` (OPTIONAL) or_, a 0.124'HEAT STRENGTHENED .012a'TEMP IaJ'. --r.� rQ=~N O METAL SPACER __ i/<'BITE w'Z�C)01 �. DOW 995 -' ��- iW W W Wno IC HOT MELT -M -.FOAM GLADNG TAPE ' E!ASTOMER 4ma '! am.yy' 1, i y :'' N -00.- y W .Ea'LE81t7B �' INT'Kl4Aftrdp B MM AL7ERN TE_L!_�ING I ETAfL f r V)0I`r,�I IMPACT RA7ED GLASS CetiieafmW-NSOD Do I1i61N�IRf. � 01 i 1 DATE: 4�:9�0�....�.' SCALE: N,T.S. DWG. BY; EwS... CHK, BY: DRAWING ND.: 'i, DWG-VA-FLO 172-07 SHEET i} OF 4 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514008B 434-688-0609 Date: 10/10/2017 rllomas,Aidomaspe.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 7th edition(2020). Anchor capacity in shear condition: Solid members w/8 w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (ND5 2018,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(6=0.50) Main member: Spruce-Pine-Fir(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F,,= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: h,= 1.140 in Mode Im Mode I, Mode II Mode III„ Mode III, Mode IV qm= 636.5 Ibs/in qs= 884 Ibs/in A: 00007 A 0.00096 A: 0.00107 A: 0.00135 P= 725.61 Ibs p= 884 Ibs B: 1.07 B: 0,57 8: 0.5 B: 0000 Ka= 2.400 Ko= 2.400 C: -427,674 C: -253.623 C: -267.699 C. -93.6 Zm= 302 Ibs Z,= 368 Ibs P= 331 Ibs Ms= 46.8 in-Ibs Min= 46.8 in-Ibs Ko= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs Min.Design value: Z= 110 Ibs Z= 138 Ibs Ko= 2 400 Kp= 2.400 Ko= 2 400 Duration Factor: Ca= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Desian Value L = Fastener type: 1/4 ITW Topcon Tabulated values NO 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) rasTener e. Substrate: 18 GA,Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value(ZFs): Z'= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note:Anchors with the least capachy is used for cakulatfons to quality anchors with higher capacity. Anchor calculations,minimum required anchors �3-6.38-�3-6-.3�8 Design pressure: 60.0 psf AI , I Al 1 Area Load Ind. Max. Anchor Zone O.C. Cap. Load Result A2Y Y 79.25 (ft2) (Ibs) (in) (in) (Ibs) QtY (Ibs) Al Al 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 A, 7.7 463 N/A N/A 155 3 154 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf �,� //��/ r Area Load Ind. Max. Anchor \\\\CJ R . ; Al A4 A4 Al zone O.C. Cap. Load Result �\ J • " .9 / �/ (ft2) (Ibs) (in) Qty `�,`.��E I Y Y Y (in) (Ibs) Qbs) j j 79.25 Al 2.4 146 N/A N/A 155 1 146 OK *� (' rJ� ' * ' Al Aa A4 /All A, 7.9 473 6.00 21.00 155 5 95 OK . • _, l A4 7.8 468 N/A N/A 155 4 127 OK + TAT 4 F (v 147.75 A 2.3 138 N/A N/A 155 1 138 OK - �� A5 7.7 463 N/A N/A 155 3 154 OK ��`'.�(p RIDQ:• \�� G \ Luis R. Lomas P.E. FL No.:62514 1 of 4 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd Manufacturer: Masonite Lewisville.NC 27023 Report#: 514008B 434-688-0609 Date: 10/10/2017 rllOmasal rlomaspe.COm Anchor Locations: Double door -� --36.38 --- -36.38 6.00 TYP. 6.00 TYP. 1 8.1 9 TYP. 7 -A 6.00 1 8' MAX O.C. 79.25 6.00 ��JCS • • • ;ri '' ••�,\C E NSF 9s'�% =*• rs��51 • *- TAT OF ;/c�cc= Luis R. Lomas P.E. FL No.: 62514 2 of 4 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008B 434-688-0609 Date: 10/10/2017 rI Iomas(;N rlomaspe.com Double door with sidelites 37 50-- 36.38 36.38 37.50 18.75 T/P. 6.00 T(P. 6.00 TYR 18.19 TYP. 3.00 TYP. i I 6.00 18" MAX O.C. 79.25 ------------------ I 6 00 e0IF S�ONAI,E?�� Luis R. Lomas P.E. FL No.: 62514 3 of 4 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisw0e.NC 27023 Report#: 514008B 434-686-0609 Date: 10/10/2017 rllornasCc�v Iriornaspe.Con1 Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" E 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 1/21, MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 1 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=2,000PSI 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. O\C fr• 95 .- s�0NAL�V'G\\\ Luis R. Lomas P.E. FL No.:62514 4 of 4 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd Manufacturer: Masonite Lewisville,NC 27023 Report#: 514012B 434-688-0609 Date: 1 011 0/2 01 7 rllomas(Irlomaspe.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 7th edition(2020). Anchor capacity in shear condition: Solid members w/d w/out gap: a. With threads present in shear plane Fastener type:#10 wood strew (NDS 2018,TR12) Nominal diameter: D. 0.190 in Cop: 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: F,e= 80,000 psi Side member: PVC Main member: Spruce-Pine-Fir(G=0 42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F=,= 10,000 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 Ibs/in qs= 1900 Ibs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 000105 P= 725.61 Ibs P= 1900 Ibs B: 1.07 8: 0.57 B: 0.5 9: 0.000 Ko= 2A00 Ko= 2.400 G -681.799 C: -253.623 C: -521.824 C: -93.6 Z„= 302 Ibs Z,= 792 Ibs P= 510 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs Kp= 2.400 P= 324 Ibs P= 529 Ibs P= 299 Ibs Min.Design value: Z= 125 Ibs Z= 212 Ibs Ko= 2 400 Kp= 2 400 K,= 2.400 Duration Factor: Co= 1.6 Z= 135 Ibs Z= 221 Ibs Z= 125 Ibs Allowable Design Value(ZCo): Z.= 199 Ibs/onchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edge spacing(in) Substrate. Hollow block distance 2.00 1 4.00 Minimum embedment: 1.25 in 2.00 130 1 161 Actual edge distance: 2.50 in 4.00 163-T-20271 Actual C To C spacing: 3.00 in Allowable Design Value: Z1.= 155 Ibs/anchor(per interpolation when needed) Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5) Nominal screw diameter: 0. 0.190 in Screw root area: A, 0.0151 in' Actual edge distance. ' de: 1,085 in Screw shear ultimate strength: Fn 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, 1000 in Thickness: t2 0.052 in Ultimate tensile strength: F,,,1 14 ksi Ultimate tensile strength: F,,,2 22 ksi Nominal strength per bearing(side member): Rn=20t,F, Rnl= 5320 Ibs (Eq J.5-12) Nominal strength per bearing(main member): Rn=2Dt2F,,,2 Rn2= 435 Ibs (Eq J.5-12) Nominal strength per tilting:Rn=4.2(t23D)12F,,,2 Rn= 478 Ibs (Eq J.5-13) Nominal screw shear strength:Rn=A,F.,/1.25 Rn= 654 Ibs (Eq J.5-14) Safety factor: a=3 Allowable shear and bearing capacity: Ps 145 Ibs/anchor Fastener type: #10 Self tapping screw (Calculations per AISI 5100-16 and AISC 2017) Nominal screw diameter D: 0.190 in Screw shear ultimate strength: Fa, 54.0 ksi Screw root area: A, 0.0151 in' Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal framing Thickness: ,, 1.014 in Thickness: .2 O.C'" ``\ Ultimate tensile strength: F�, 14 ksi Ultimate tensile strength: F�2 � I Nominal strength per tilting:Rn=4.2(t23D)3�2F„2 Rn= 1001 Ibs (Eq E4.3.1-1) \fit, R• L O Nominal strength per bearing(side member):Rn=2.7DtjF=i Rnl= 7182 Ibs (Eq E4.3.1-2 and-4) �\ J` • • • . Nominal strength per bearing(main member):Rn=2.7Dt2F„2 Rn2= 1280 Ibs (Eq E4.3.1-3 and-5) y••��G ENS Nominal screw shear strength:Rn=ArF,i,/1.25 Rn= 654 Ibs • •. .- _� y, Safety factor: o= 3 7�• ¢J1 Allowable shear and bearing capacity: P., 218 Ibs/onchor -� • _ Minimum anchor capacity: 145 lbs/anchor Note:Anchors with the least c qualifyhigher 0 F • ((f capacity Is used for calculations to pal- anchors with capacity. .►0• t,- � /ONAIL � \\ Luis R. Lomas P.E. FL No.:62514 1 of 4 9/2/2020 -r�+vvv-vwa volt. ivr rvra�i r -rllomasfcDlrlomasl)e.com Anchor calculations,minimum reouired anchors 36.38 36.38 Design pressure: 60.0 psf Al A� Area Load Ind. Max. Anchor Zone O.C. C Load Result nzY Y 79.25 (ff�) (Ibs) (in) (in) (Ibs) (Ibs) Al Al A, 2.3 138 N/A N/A 145 1 138 OK j AZ 7.7 463 6.00 21.00 145 5 93 OK 72.75 A3 7.7 463 N/A N/A 145 4 116 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf Al rt Area Load Ind. Max. Anchor Al Aa Aa Zone 2) (Ibs) (in) O.C. Cap. Qt Load Result lY Y Y Y,� (ft tin) obi) (lb5) f f 145 /k A3 I 79.25 A, 2.4 146 N/A N/A 145 2 73 OK Al Aa A4 Al AZ 7.9 473 6.00 21.00 145 5 95 OK y_ A3 7.8 468 N/A N/A 145 4 117 OK 147.75 A, 1 2.3 1 138 N/A N/A 145 1 138 OK As 7.7 463 N/A N/A 145 4 116 OK Anchor Locations: Double door ------ 36.38 36.38------ 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. 5..TIi00 18" MAX O.C. 79.25 •: 4- TAT OF _ �.e► . A�ORIOP. Luis R. Lomas P.E. FL No.:62514 2 of 4 9/2/2020 L. Roberto Lomas P.E. 1432WooftrdRd. Manufacturer: Masonite Lewisville.NC 27023 Report* 514012B 434-688-0609 Date: 10/1012017 rllomasCoWfornaspe.corn Double door with sidelites 37.50 36.38 36.38 37.50 -18.75-P.—i 6.00 TYP, 6.00 3 P.. 18.19 TYP, 6.00 18" MAX O.C. 79.25 1_ 6.00 `c, 'R I1L/O��/i 4.fir -- �-p 0 F -. 0RtOP 0NAL`E��`� 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#: 514012B 434-688-0609 Date: 10/10/2017 rllornasLaIrlomaspe.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 112" 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. . 't1 ZZ-\��cENSF9s� *' 051 • * — Luis R. Lomas P.E. FL No.: 62514 4 of 4 9/2/2020