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Home My WebLink AboutAPPROVED Outswing Door FL22378.27/23/2021 Florida Building Code Online Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 11/05/2020 11/05/2020 11/11/2020 Year 1994 1994 1994 Summary of Products FL # Model, Number or Name Description https:/AmAw.floridabuiIding.org/pr/pr app dtl.aspx?param=v,GEVXQvADgs3M6m9%2fK8XPIOX7\28VVDoO3rKdgwOBugQacWmDBFHOng%3d%3d 1 /4 7/23/2021 Florida Building Code Online 22378.1 Stormguard Fiberglass Side -Hinged Door 6'-8" Opaque I/S Single 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 FL22378 R7 II 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 pressures Created by Independent Third Party: listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system Evaluation Reports is NOT required. See DWG-MA-FLO170 for anchor details and water FL22378 R7 AE 514010B.pdf performance where required. FL22378 R7 AE 514014B.pdf Created by Independent Third Party: Yes 22378.2 Stormguard Fiberglass Side -Hinged Door Unit 6'-8" Opaque O/S Single Door 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/-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 where pressure requirements do not exceed the design pressures Created by Independent Third Party: listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system Evaluation Reports is NOT required. See DWG-MA-FLO170 for anchor details and water FL22378 R7 AE 514010B.pdf performance where required. FL22378 R7 AE 514014B.pdf Created by Independent Third Party: Yes 22378.3 Stormguard Fiberglass Side -Hinged Door 6'-8" Opaque I/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Certification Agency Certificate FL22378 R7 C CAC NIO07077.07-R3.pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0170.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514008B.pdf FL22378 R7 AE 514012B.pdf Created by Independent Third Party: Yes 22378.4 Stormguard Fiberglass Side -Hinged Door 6'-8" 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 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: +55.0/-50.5 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 where pressure requirements do not exceed the design pressures Created by Independent Third Party: listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system Evaluation Reports is NOT required. See DWG-MA-FLO170 for anchor details and water FL22378 R7 AE 514008B.pdf performance where required. FL22378 R7 AE 514012B.pdf Created by Independent Third Party: Yes 22378.5 Stormguard Fiberglass Side -Hinged Door 6'-8" Impact Glazed I/S or O/S Single Door w/ or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R7 C CAC NI007077.09-114.pi f 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 1`1_0172.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design pressures Created by Independent Third Party: listed. 9'-0" x 6'-8" max nominal size. Hurricane protective system Evaluation Reports is NOT required. See DWG-MA-FLO172 for anchor details and water FL22378 R7 AE 514008B.pd performance where required. FL22378 R7 AE 514012B,pdf Created by Independent Third Party: Yes 22378.6 I St Unit nuard Fiberglass Side -Hinged Door 6'-8" Impact Glazed I/S Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R7 C CAC NI007077 09-R4 pdf 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 FL0172.pdf https:/AmA w.floridabul Idi ng .org/pr/pr__app_dtl.aspx?param=wGE\/XQwtDq s3M 6mg`/`2f <8XPIOX7\t28WDoO3rKdg v OBug QacWmDBFH Ong %3d%3d 2/4 7/23/2021 Florida Building Code Online Building Code, Including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design pressures Created by Independent Third Party: listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system Evaluation Reports is NOT required. See DWG-MA-FL0172 for anchor details and water FL22378 R7 AE 514008B.pdf performance where required, FL22378 R7 AE 514012B.pdf Created by Independent Third Party: Yes 22378.7 Stommguard Fiberglass Side -Hinged Door 6'-8" Impact Glazed O/S Double Door w/ or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R7 C CAC NI007077,09-R4.pdf 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 pdf Building Code, including the H(gh Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design pressures Created by Independent Third Party: listed. 12'-0" x 6'-8" max nominal s(ze. Hurcicane protective system Evaluation Reports is NOT required. See DWG-MA-FL0172 for anchor details and water FL22378 R7 AE 5140088.pdf performance where required. FL22378 R7 AE 514o128.pdf Created by Independent Third Party; Yes 22378.8 Stormguard Fiberglass Side -Hinged Door 8'-0" Opaque I/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R7 C CAC NI007077.08-R2.pd1: 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 FL0171.pdf Building Code, including the High Velocity Hurricane Zone, and Verified ey: National Accreditation &Management Institute where pressure requirements do not exceed the design pressures Created by Independent Third Party; listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system Evaluation Reports is NOT required. See DWG-MA-FL0171 for anchor details and water FL22378 R7 AE 514009B.pdf perfommance where required. FL22378 R7 AE 514013B.pdf Created by Independent Third Party: Yes Z2378,9 Stormguard Fiberglass Side -Hinged Door 8'-0" Opaque O/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R7 C CAC NI007077.08-R2.pdf 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 FL0171.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design pressures Created 6y Independent Third Party: listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system Evaluation Reports is NOT required. See DWG-MA-FL0171 for anchor details and water FL22378 R7 AE 514009B.pdf perfommance where required. FL22378 R7 AE 5140138.pdf Created by Independent Third Party: Yes 22378.10 Stommguard Fiberglass 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 FL22378 R7 C CAC NI007077 08-R2 pdf 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.pdf Building Code, Including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design pressures Created by Independent Third Party: listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system Evaluation Reports is NOT required. See DWG-MA-FL0171 for anchor details and water FL22378 R7 AE 514007B.�df perfommance where required. FL22378 R7 AE 5140118.pdf Created by Independent Third Party: Yes 22378.11 Stommguard Fiberglass 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 FL22378 R7 C CAC NI007077 08-R2 pdf 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.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By; National Accreditation &Management Institute where pressure requirements do not exceed the design pressures Created by Independent Third Party: listed. 12'-0" x 8'-0" max norrfnal size. Hurricane protective system Evaluation Reports is NOT required. See DWG-MA-FL0171 for anchor details and water FL22378 R7 AE 5140078.pdf performance where required. FL22378 R7 AE 5140116.pdf Created by Independent Third Party; Yes 22378.12 Stormguard Fiberglass Side -Hinged Door 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Sidelites Unit https:/Mn�wvfloridabuilding.org/pr/pr_app dtl.asp�C?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7�28WDo03rKdgwOBugQacWmDBFHOng%3d%3d 3l4 7/23/2021 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43/-47 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max norrfnal size. Hurricane protective system is NOT required. See DWG-MA-FL0173 for anchor details and water performance where required. 22378.13 Stommguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +47/-45 Other: Evaluated for use in locations adhering tD the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FL0173 for anchor details and water performance where required. Certification Agency Certificate FL22378 R7 C CAC NI007077.04-R7.pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0173.pdf Verified By: National Accreditation &Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514007B FL22378 R7 AE 514011B.pdf Created by Independent Third Party; Yes 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R7 C CAC NI007077.04-R7.pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0173.pdf Verified By; National Accreditation &Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514007E pdf FL22378 R7 AE 514011B.pdf Created by Independent Third Party: Yes back Pvtytat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cop�ght 2007-2013 State of Florida.:: rivacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not vrant your a -mall address released In response to apublic-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 456,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department vAth an email address If they have one. The emalls provided may be used for official communication with the Ilcensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department vAth an email address wfiich can be made available to the public. To determine If you are a Ilcensee underChapter455, F.S., please click here . SC CtII"li}'1lt1TRICS` https:/h�wrw.floridabuildi ng .org/pr/pr_app_dtl.asp>Clparam=wGEVXQwtDq s3M6m9%2iK8XPIOX7J28WDo03rKdg wOBug QacWmD BFH Ong %3d%3d 4/4 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: 1955 Powis Road West Chicago, IL 60185 Certification Date: Expiration Date: Revision Date: NI007077.07-R3 OS/22/2017 12/31/2025 07/27/2020 Product: Fiberglass Impact Rated Opaque 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 E330A2 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 FS Opaque 310" x C8" +60/-65 0 psf Yes NCTL-210-31024/ATLNC 0129.0245/ATLNC 1012.0146 Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 X O/S Opaque 370" x 6'8" +60/-60 3.75 psf/ 6.0 psf Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16 Single 10.5 psf'`/9.0 psf a Maximum Panel Size: 3'0" x 618" 7.5 psf s Anchor Details-MA-FL0170-07/W-1807/W-1835/ W-1860 XX FS Opaque 610" x 6'8" +501-50.5 0 psf Yes NCTL-210-3105-1/ATLNC 0129.0145/ATLNC 1012.0146 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 XX O/S Opaque 6T" x C8" +55/-50.5 3.75 psf/ 6.0 psf Yes NCTL-210-3105-1/ATLNC 0129.0145/ATLNC 1012.01-16 Double 8.25 psf'-/8.25 psf a Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 XO/OX FS Opaque Door 650" x 6'8" +50.51-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.0145/ATLNC 1012.0146 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 618" Anchor Details-MA-FL0170-07/W-1807 XO/OX O/S Opaque Door 6T" x 618" +55/-50.5 3.75 psf/ 6.0 psf' Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf'-/9.0 psf° Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 658" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXO FS Opaque Door 910" x 6'8" +50.5/-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012,01-16 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 618" Anchor Details-MA-FL0170-07/W-1807 OXO O/S Opaque Door 9'0" x 6'8" +55/-50.5 3.75 psf/ 6.0 psf' Door -Yes NCTL-210-3105-1/ATLNC 0129.0145/ATLNC 1012.0146 Single w/Sidelites Glazed Sidelite 8.25 psf z/9.0 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXXO FS Opaque Door 12'4" x 6'8" +50/-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012,01-16 Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W4807 OXXO O/S Opaque Door 1214" x 6'8" +55/-50.5 3.75 psf/ 6.0 psf 1 Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012,01-16 Double w/Sidelites Glazed Sidelite 8.25 psf2/8 25 psf' Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 310" x 618" Anchor Details-MA-FL0170-07/W-1807/W-1835 1-Denotes LrSeries Threshold Design 2 -Denotes High Dam Threshold Design 3-W4815 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: L. Roberto Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 Manufacturer: Masonite Report #: 514008B Date: 10/10/2017 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/ a 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 Side member: Douglas Fir -Larch (6=0.50) Side member thickness: t,= 1.000 in Side member dowel bearing strength: Fe, = 40650 psi Side member dowel bearing length: I, = 1.000 in Mode Im qm = 636.5 Ibs/in P = 725.61 Ibs KC,= 2,400 Zm= 302lbs Mode I, qs = 884 Ibs/in P = 884 Ibs Ko = 2,400 Z,= 368lbs Min. Design value: Z= 110 ibs Duration Factor: Co = 1.6 Allowable Design Value (ZCD): Z1= Mode II A: 0.0007 B: 1.07 C:-427.674 P = 331 Ibs Kb = 2,400 Z= 138 Ibs 175 Ibs/anchor Screw bending yield strength: 175 Ibs/anchor Screw bending yield strength: FA 80000 psi Mode IITm A: 0.00096 B: 0.57 C: -253.623 Ms = 46.8 in-Ibs P = 297 Ibs Kb = 2,400 Z= 124 Ibs Fastener type; 1/4 ITW Tapcon Tobulated values N.O.A. 16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2.50 in Mode III, A: 0.00107 C: -267.699 Mm = 46.8 in-Ibs P = 319 Ibs Ko = 2,400 Z= 133 Ibs edge distance spac(ng (in) 2.00 4.00 2.00 130 161 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Zll= 155 Ibs/anchor (per interpolation when needed) Fastener type: #10 Tek screw 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 capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 36.38 ` Al Al A2 YA2 79,25 i Al Al ` 7Z75 mooll 37.50 / 36.38 36.38 37.50` Al Y Y_ Y 147.75 , 79.25 Design pressure: 60.0 psf Zone Area x Load Ind. Max. O.C, Anchor Result Cap, (Ibs) QtY Load (Ibs) Al 2.3 138 N/A N/A 155 1 1 138 OK AZ 7.7 463 6.00 200 155 1 5 93 OK A3 7.7 463 N/A N/A 155 1 3 154 OK Design pressure: 60.0 psf Zone Area 2 (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) Al 2A 146 N/A N/A 155 1 146 OK A2 7.9 473 6.00 21.00 155 5 95 OK A3 7.8 468 N/A N/A 155 4 117 OK A4 1 2.3 1 138 N/A N/A 155 1 138 1 OK A5 1 7.7 1 463 N/A N/A 155 3 154 OK Mode IV A: 0,00135 B: 0.000 C: -93.6 P = 263 Ibs Ko = 2.400 Z= 110 Ibs • • 0 • • • '�/ �:�� •��C+ E NSF•.A • ti `! *� 0,4gsl TATC OF • w s 1 ORtDP G� �ONAL,E��` Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rllomas onlrlomaspe.com Anchor Locations: Double door 79.25 6.00 TYR 7 8.19 TYPI — 3.00 TYP.� �-+— Manufacturer: Masonite Report 514008B Date: 10/10/2017 6.00 1 an MAX O.C. 6.00 ti�v .��Q E NS+�.q`p00e 51 A , TAT OF40 • �`� •:,LQRt�P. L iiFs► CG �. NAL,E��`� Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008B 434-688-0609 Date: 10/10/20V rilomas a(iirlomaspe.com Double door with sidelites -- - 18,75 T'P, 6.00 TYP. --. 6.00 TYP --- 18.19 TYP. 3,00 TYP �._.. 6.00_._. t y 6,. MAX O.C. 1 _ 79,25 6,00 �iy ��,•.�ENs ..(P 1 • • TAT OF ,•w NAL.,E�� Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P. E. 1432 W0001010 Rd. Lewisville, NC 27023 434-688-0609 rllomaQ"o Ilomaspe.coI I Manufacturer: Masonite Report #: 5140088 Date: 10/1012017 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=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063J5 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, 1 X 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 I 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. 4of4 Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P.E. Mode I, qs = 1900 Ibs/in P = 1900 IDS Ko = 2,400 Zs= 792lbs 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 Manufacturer: Masonite Report #: 514012B Date: 10/10/2017 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/ S w/out gap: a. With threads present In shear plane Fastener type: #10 wood screw (NDS 20180 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: 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: Fes = 100000 psi Main member dowel bearing strength: Fm = 30350 psi Side member dowel bearing length: Is = 1.000 In Main member dowel bearing length: Im = 1.140 in Mode Im qm = 636.5 Ibs/in P = 725.61 Ibs Kt) = 2.400 Zm= 302lbs Mode IIIm Mode III, A: 0.00092 C:-521.824 Mm = 46.8 in-Ibs P = 529 Ibs Min. Design value: Z= 125 Ibs Z= 212 Ibs Kb = 2.400 Kb = 2,400 KD = 2,400 Duration Factor: Co = 1.6 Z= 135 Ibs Z= 221 Ibs Z= 125 Ibs Allowable Design Value (ZCo); Z'= 199 Ibs/anchor Fastener Type: 1/4 ITW Topcon Tabulated values N.0.A.16-1222,06 Substrate: Hollow block A: 0.0005 B: 1.07 C: -681.799 P = 510 Ibs Kt, = 2.400 A: 0.00066 B: 0.57 C: -253.623 Ms = 46.8 in-Ibs P = 324 Ibs edge distance spacing (in) 2.00 4.00 2.00 130 161 4.00 163 202 Mode IV A: 0.00105 B: 0,000 C: -93.6 P = 299 Ibs Minimum embedment: 1.25 in Actual edge distance: 2.50 in Actual C To C spacing: 3.00 in Allowable Design Value: Z11= 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: D: 0.190 in Screw root area: A, 0.0151 inz Actual edge distance: de: 1.085 in Screw shear ultimate strength: Fs� 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: Ft z 22 ksi Nominal strength per bearing (side member): An = 2Dt,F,�, Rnl = 5320 Ibs (Eq J.5-12) Nominal strength per bearing (main member): Rn = 2Dt2F1 2 Rn2 = 435 Ibs (Eq J.5-12) Nominal strength per tilting: An = 4.2(t23D)'/zFn2 Rn = 478 Ibs (Eq J.5-13) Nominal screw shear strength: Rn = A,Fn/1.25 An = 654 Ibs (Eq J.5-14) Safety factor: n= 3 Allowable shear and bearing capacity: Pa 145 Ibs/anchor Fastener type: #10 Self tapping screw (Calculations per AISI 5100-16 and AI5C 2017) Nominal screw diameter: D: 0,190 in Screw shear ultimate strength: Fs 54.0 ksi Screw root area: A, 0.0151 in2 Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal framing Thickness; t 1000 in Thickness: t 0CA` '- , 2 Ultimate tensile strength: F,,, 14 ksi Ultimate tensile strength: Fez Nominal strength per tilting: An = 4.2(tz3D)'/zF�z An = 1001 Ibs (Eq E4.3.1-I) \\` �' R , � a,►'//l Nominal strength per bearing (side member): An = 2.7Dt1F2, AM = 7182 Ibs (Eq E4,3.1-2 and -4) �N * • • 0 A4 • 4� Nominal strength per bearing (main member): An = 2.7Dt2F 2 Rn2 = 1280 Ibs (Eq E4,3.1-3 and -5) ` v •�\Cj E 2Y ty � Nominal screw shear strength: An = A,F,�/1.25 An = 654 Ibs Safety factor: c= 3 a. *4�TVAT 5 1 Allowable shear and bearing capacity: Ps 218 Ibs/anchor Minimum hors with the least capacity is used for calculations to qualify anchors with higher capacity. 0 F • �� 1 '%'`Fs 0 R k V G�7 9 ONA�WEO�\`� Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P.E. 1432WoodlordRd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514012B 434-688-0609 Date: 10/10/2017 rllOmas aAirlomaspe.com Anchor calculations, minimum required anchors 36,38 36.38 Design pressure: 60.0 psf \ Al X.\ Al _..� Ay YAz 79.25 Al Al 72,75 37.50 36.38 36.38 37.50 Al � A4 A4 Al % I� I �I_� /� /� Al A4 A4 Al 147.75 Anchor Locations: Double door 6.00 TYP...- �s.zs 2of4 4 79.25 147.75 Anchor Locations: Double door 6.00 TYP...- �s.zs 2of4 4 79.25 Max. Anchor Design pressure; 60.0 psf Zone Area 2 (fi) Load (Ibs) Ind. (in) Max. O.C. Anchor Result Cap. Q Load (Ibs) At 2.4 146 N/A N/A 145 2 73 OK A2 7.9 473 600 21,00 145 5 95 OK A3 7.8 468 N/A N/A 145 4 117 OK A4 2.3 138 1 N/A N/A 145 1 138 OK A5 7.7 463 1 N/A N/A 145 4 116 OK 36.38 ----_-_----•1Lµ-_-_----____ 36.38 6.00 TYPT.--------^-'------ 18.19 TYP. 3.00 YP. - I i 464TATE 0 F ; w 31ORt4P. �'�•; ONAL,E��`� Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P. E. 1432 Woodford Rd, Manufacturer: Masonite Lewisville, NC 27023 Report #: 514012B 434-688-0609 Date: 10/1012017 rllornas 0(7, dornaspe,corn Double door with sidelites 6.00 7YP. -� ---,. ', 6.00 ?YP 3.00 TYP '_..... _600. _._. 79.25 J •�� ',•o,\G E N S'�c'gCP =*• 0 51 0 TAT 0 F ORI ;0 ONAltill 1E\�� Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P. E. 1432 Woodrord Rd. Lewisville, NC 27023 434-688-0609 rllomas()Irlomaspe,com Manufacturer: Masonite Report #: 514012B Date: 10/10/2017 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 6063J5 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, 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL, 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN lA/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 IA/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. 4of4 ��o • TAT OF w' ��•c�.s 'c� � 0 RI G�'\�. NAL`E��`� Luis R. Lomas P.E. FL No.: 62514 9/2/2020 NA 1111 MASONITE. STORMGUARD FIBERGLASS DOOR UNIT 6'-8" DOUBLE DOOR WITH /WITHOUT SIDELITES GFN RA NOT S 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: rFCT ncccaicTlnni ncc11-T- SELF IGNITION TEMP ASTM 01929 1 752 'F > 650 'F 1 842 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN 1 1.28 IN/MIN SMOKE DENSITY ASTM D2843 53,49 170.27 TENSILE STRENGTH' ASTM D638 3,27 DIFF 1 1.87 DIFF 5, PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TCCT hCC/DiDT!\n,• unr-nT SELF IGNI11ON TEMP ASTM D1929 j 779 "F > 650 "F RATE OF BURNING ASTM D635 0.0 IN/MIN ,SMOKE DENSITY ASTM D2843 39.0% TENSILE STRENGTH' ASTM D638 3.67. DIFF wmrr IIVL ItNDILt DIKENGIH AHLK WEATHERING 4500 HOURS XENON ARC METHOD 1 11 11 11 11�1 r 149" MAX. OVERALL FRAME WIDTH CCC L. 27" MAX 36.375" MAX. O Q CO �- D.L.O. -PANEL W/ASTRAGAL FRAME WIDTH z of J O U) O Z LU r C/7 ms � w �I g 0 01' DOUBLE DOOR UNIT W `SIDELITES aj al SINGLE DOOR UNIT W/SIDELITE� STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING ALL OUTSWING INSWING BUMPER 0 S , Z-SERIES OiS HP OJS T4 OJS I HIGH DAM 0'S X 37.5 +60.0 ! -65.0 +60.0 -6D.0 N?A +25.D ,�' -25.0 1 +40.0 J -40.0 +50.0 -50.0 +60.0 ; -60.0 +60.D XX 1 74 -5505 55.0ll- -50.5 ?A -25.0 1 +40.0 -40.0 N'A -50.5OX OrXO ++50.0 +55.-50.5 5.0 +40.0 -40.0 NIA +55.0 J -50.5 OXO 112.5 +50.5 , -50.5 .... .+55.0 +./ -50.5 +55.0 ,'-50.5OXXO 1 149 +50.0 50.5 0 -50.5 N;A 25.0 -25.D +40.0 -40.0 ! NA +55 +55.0 I-50.5.0/-50.5 TABLE OF CONTENTS SHEET # I DESCRIPTION 1 ITYPICAL ELEVATIONS & GENERAL NOTES 2 IANCHORING LOCATIONS & DETAILS 3 JANCHORING LOCATIONS & DETAILS AddeAmjoWM cmf�ftmuoO��, d RBYIBwBd By. Ome: Scue N.T.S. DWG. BY: SINS CNN. BY: KURT BALTHAZOR DRWING NG: FLORIDA P.E. DWG-MA-FL017D- #56533 SHEEP _L OF 3 3" SEE DE(Ali C" DETAIL "D" SEE DETAIL "E" �I 3» = 6" 30 3 3 3" — 3it f— I Ili I� I II I� 6 1 3» i io I ii 0 w Nf r D \A w 6^— — ` 6" 3" it SIC w 3" 3" 6" M�A St #10 x #10x2- #10 x DEl-AIL "C" io 0 .I N o � v a¢ SEE DETAIL v, J a w I w 6" x 2„ f 10 x 1" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT I 0 x 1 " STRIKE PLATE TO FRAME AS SHOWN. -� INSWING THRESHOLD BUMPER O/S THRESHOLD HP 01S THRESHOLD T Z-SERIES O/S THRESHOLD 1.75" �1.047" HIGH DAM O/S THRESHOLD =THRESHOL) �EE DEiAIL C" 6" ASTRAGAL RETAINER BOLT HOLE ,�---MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW QETAIL "F" ASTRAGAL ,• MSNATED CLA55 ,- INSOUIFD C1A55 1w 0.124' NEAT SfREYCINFYEO .- OECCRARVE INSERT 0.124• HEAT S,RENC0IENED 0.080• SA'T2Y (NOA 20-C622Ai) (OPTIQVAI) o.nas• svux (Na zaouzo,) (oPTu2ru.) 0.,2{ NFI,T SIRENORIENED i+F—.0,2a• RyP. 0.124• NEAT STRENOMRENED— I'i--.0,24- TERP, BENYL FGW, W METAL SPACM i/Y BITE BUTYL• FOAM. CB YET& SPACER + ,/Y am w w O,U m Q Z arx eas ^�F oow aes ror Bas �" uav B¢s OATE_ 4/9/07 SCALE: •.• 4 N.T.S. iYPf A GLAZING D AiR �a DWG. BY: SWS LTE NTF kAZJNG DETAIL crY,E. �: IMPACT RATED GLASS IMPACT RATED 8L&U ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOADS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION, TAPCON EDGE DISTANCE MIN 2-1/2 It WOOD SCREW EDGE DISTANCE MIN 3/4. TEK SCREW EDGE DISTANCE MIN 1/2"0 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 3, THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AFBcPA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4"1 4, WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. 0 U a SEE DET n "D" SHT. J d 3" 3^ f 3; !l IL II! 0 it 2 It I it t B��--- K I, io � I II II II 11 _ 11 li 6, 6" 3 3^f 6" 6" 0.25" SHIM 1.25" MIN TYPICAL MASONRY ANCHOR INSTALLATION 1MIN" i - — _ 0.25" SHI CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO 8E INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES, Mom" SHIM 1X BUCK MASONRY ANCHOR INSTALLATION 10 1"X1/2" CORRUGATED #10X2" WOOD SCREW 3" FROM EACH END 6' FROM EACH END AND 7" OC AND 12" OC ALATEX CAULK ACRYLIC CAULK CL f COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) WOOD SCREWS" EACH END INTEGRAL WOOD MULLION (CHS) (WO6DDSCREWS" EACH END ei INTEGRAL WW MULLION (CHS) saw: N.T.S. Dwc_ er: SWS cwc. er: DRAN9NG NO.: DWG—MA-FL0170, sNEEr 3 OF 3