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Home My WebLink AboutEngineering, Product approvals Saint Lucie County Building Department Product Approval Submittal Affidavit. Permit# I Building Address:200 N. ELMAR DR. UNIT 204 AlContractor:TBD `r Opening Schedule : Swing doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows&Skylights Opening ID FL#or NOA Product Model# Manufacturer Glass Attaehrrient Method Type, Size,Spacing& Building Product # Description Embedment (DISTANCE FROM CORNER/ Design Design DISTANCE O.C.) Pressure Pressure / SWING DOOR FL#22633.8 DOOR EXT MASONITE IMPACT 1/4"X 11/4" MIN. EMBED TAPCON @ 6" +37.9/- +40/-45 13.45" O.C. 41.1 Product Model# Manufacturer Attachment Method -- Type, Building Product Spacing, Embedment&Stiffener etc. Design Design Pressure Pressure Roof N/A UNDERLAY N/A Siding N/A Soffit N/A Hurricane Panels N/A I have reviewed the above product approval information and approve it. Name: Paul Welch P.E. Certification Number: 29945 ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT RESISTANT. _ PAUL WELCH INC. - _ I UARNEY-DOOR-REPLACEMENT - - - -- - - - - -- -- -_-- -- =- 200 N. EL MAR DR., JENSEN BEACH, FL. r, -- -- ---- - ---MECWELECT-CIVIL.ENG. -Florida Building Code Online �� 6 0 Page 1 of 1 it �YM .£Mi� * 4 a"- s , rer'�me: r' i;�" 4:`,xt:r as - "-.�" Famas. cast ..i l iv,w. SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BGS Site Map Links Search tt ,.db Product Approval e+ t Y+ `�'USER:Public User i Product Approval Menu>*Product or Aoolicatlon Search>Application List ��gggi � $ ME Search Criteria Refine Search Code Version 2017 FL# 22633.8 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL i Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Ap lications FL# Type Manufacturer Validated By Status FL22633- Revision Masonite International National Accreditation& Approved R4 FL#:FL22633.8 Management Institute History Model:Steel-edge Steel Side-Hinged Door Unit (804)684-5124 11 Description:6'-8"Impact Glazed I/S Single or Double Door w/or w/o Sidelites Category:Exterior Doors Subcategory:Swinging Exterior Door Assemblies 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 mall.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.iThe 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: ~Cred t card Safe II. RECEIVED j JUN 0 9 2020 1 Permitting Department St. I_ucie County i htts://florid p abuilding.org/pr/pr_app_lst.aspx 5/26/2020 :Florida Building Code IOnline Page 1(of 4 II } � BCIS Nome ; log in User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Ltnks Search FlUdda VON Product Approval (ifi-']Pill USER:Public User d b C" 'Xi `•d M: product Aooroval Menu>Joduct ar Aooil4gtlon Search>Aoolicatlon List>Application Detail Ft FL# FL22633-R4 Application Type Revision Code Version 2017 Application Status Approved s `Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POG and/or the Commission if necessary. I Comments Archived I i Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com I I Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email I 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 i Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By i Product Approval Method Method 1 Option A Date Submitted 01/25/2019 Date Validated 02/25/2019 Date Pending FBC Approval Date Approved 03/05/2019 I , https://floridabuildin9l.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3 cRDYzFYhOAC9... 5/26/2020 :Florida Building Code Online Page 2 II f 4 I I i I Summary of Products I FL# Model,Number or Name Description 22633.1 HPC Steel-edge Steel Side-Hinged V-8"Glazed I/S or O/S Single or Double Door w/or w/o II Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22633 R4 C CAC N1013762.01-Rl.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure:+50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22633 R4 1I FL0221.pdf Building Cdde,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22633 R4 AE 514008.1)df required.Door top rails stamped"HPC".See DWG-MA-FL0221 Created by Independent Third Party: Yes for details. 22633.2 HPC Steel-edge Steel Side-Hinged 6'-8"Impact Glazed I/S or O/S Single or Double Door w/or Door Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22633 R4 C CAC N1013762 04-RZ odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure:+50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22633 R4 11 FL0223.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6-8"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22633 R4 AE 514008•�df not required. Door top rails stamped"HPC".See DWG-MA- Created by Independent Third Party: Yes FL0223 for details. ;I 22633.3 Steel edge Steel Side Hinged Door Sidelites Opaque I/S or O/S Single or Double Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22633 R4 C CAC NI013762 06 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +48/-48 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22633 R4 II 1`1_0224.13df Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: I pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports Impact resistance is required,hurricane protective system is FL22633 R4 AE 514007 odf not required on doors,but is required on sidelites.See DWG- Created by Independent Third Party: Yes MA-FL0224 for details. 22633.4 Steel edge Steel Side-Hinged Door 8'-0"Glazed I/S Single or Double Door w/or w/o Sidelites' Unit I Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22633 R4 C CAC N1013762.07 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure: +40/-45 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22633 R4 1I FL0225.odf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22633 R4 AE 514007.pdf required.See DWG-MA-FL0225 for details. Created by Independent Third Party:Yes 22633.5 Steel-edge Steel Side-Hinged Door 8'-0"Glazed O/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22633 R4 C CAC N1013762 07 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure:+45/-40 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22633 R4 II FL0225 1)df Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institulte and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22633 R4 AE 514007.pd required.See DWG-MA-FL0225 for details. Created by Independent Third Party: Yes 22633.6 Steel-edge Steel Side-Hinged Door 8'-0"Impact Glazed I/S or O/S Single or Double Door w/or Unit w/o Sidelites i https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3 cRDYzFYhOACg... 5/26/2020 -Florida Building Code Online Page 3 lof 4 I� Limits of Use Certification Agency Certificate ;I Approved for use in HVHZ:Yes FL22633 R4 C CAC N1013762.08-Rl.pdf Approvedifor use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +40/-40 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22633 R4 II FL0226.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22633 R4 AE 514007.pdf not required.See DWG-MA-FL0226 for details. Created by Independent Third Party:Yes 22633.7 Steel-edge Steel Side-Hinged Door 6-8"'3/4-1-ite Glazed 1/S or O/S Single or Double w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22633 R4 C CAC N1013762.03-R1.pdF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22633 R4 II FL0219.odf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system Is FL22633 R4 AE 514008.pdf required.See DWG-MA-FL0219 for details. I Created by Independent Third Party: Yes 22633.8 Steel-edge Steel Side-Hinged Door 6-8"Impact Glazed I/S Single or Double Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22633 R4 C CAC N1013762.05-R2.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +40/-45 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22633 R4 I1 FL0222.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22633 R4 AE 514008.odf not required.See DWG-MA-FL0222 for details. Created by Independent Third Party:Yes 22633.9 Steel edge Steel Side Hinged Door 6' 8"Impact Glazed O/S Single or Double Door w/or w/o ` Unit Sidelites , Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22633 R4 C CAC NI013762.05-R2 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +45/-40 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22633 R4 II FL0222.0df Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22633 P,4 AE 514008.pd not required.See DWG-MA-FL0222 for details. I Created by Independent Third Party:Yes 22633.10 Steel-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door Unit Unit ' Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22633 R4 C CAC N1013762-RI.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure:+65/-65 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22633 R4 II FL0218 pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 6'-8"max nominal size.When impact Evaluation Reports resistance is required,hurricane protective system Is not FL22633 R4 AE 514010.pd required.See DWG-MA-FL0218 for details. Created by Independent Third Party:Yes 22633.11 Steel-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL22633 R4 C CAC N1013762-R1 Rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure:+55/-55 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22633 R4 II FL0218.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports Impact resistance is required,hurricane protective system is FL22633 R4 AE 514008.pd Created by Independent Third Party:Yes I https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3cRDYzFYhOACg... 5/26/2020 NOTICE OF PRODUCT CERTIFICATION CEg37Fk, �� ; ccesryy'; Company: Masonite International Corporation Certification No.: NI013762.05-R2 1955 Powis Road Certification Date: 06/26/2017 A x West Chicago,IL 60185 Expiration Date: 06/30/2021 Revision Date: 01/03/2019 ' Product: Metal-Edge Steel Opaque Inswin or Outswing Door w/&w/o Impact Rated Sidelites `cam& s�rvst 1a (w/Wood Frame unless noted) t Specification: TAS 201/202/203-94 -- Glazing: Insulating Glass: 1/8"Tempered Glass/1/8"Heat Strengthened Glass/0.090" Saflex PVB Interlayer/1/8"Heat Strengthened Glass - -- --- - -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 Pro ram 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& Outswin O a ue Size Pressure Pressure Rated Comments X I/S Glazed 3'0"x 6'8" +40/-45 0.0 psf Yes ATLNC 0124.01-17/W-1885 Single Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0222-17 X O/S Glazed 3'0"x 6'8" +45/40 3.75 psfl Yes ATLNC 0124.01-17/W-1857/W-1885 Single 6.0 psf' Maximum Panel Size:3'0"x 6'8" 7.50 psf'a s Anchor Details-DWG-MA-171,0222-17 XX I/S Glazed 3'0"x 6'8" +40/45 0 psf Yes ATLNC 0124.01-17/W-1885 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0222-17 XX O/S Glazed 3'0"x 6'8" +45/40 3.75 psf' Yes ATLNC 0124.01-17/W-1885 Double 6.0 psf' Maximum Panel Size:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0222-17 XO/OX I/S Glazed Door 6'0"x 6'8" +40/45 0 psf Door-Yes ATLNC 0124.01-17/W-1885 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0222-17 XO/OX 0/S Glazed Door 6'0"x 6'8" +45/40 3.75 psf Door-Yes ATLNC 0124.01-17/W-1885 Single w/Sidelite Glazed Sidelite 6.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50 PSf 3 Anchor Details-DWG-MA-FL0222-17 OXO I/S Glazed Door 9'0"x 6'8" +40/45 0 psf Door-Yes ATLNC 0124.01-17/W-1885 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail s-DWG-MA-FL0222-17 0X0 O/S Glazed Door 9'0"x 6'8" +45/40 3.75 psfl Door-Yes ATLNC 0124.01-17/W-1885 Single w/Sidelites Glazed Sidelite 6.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-F L0222-17 OXXO I/S Glazed Door 12'4"x 6'8" +40/45 0 psf Door-Yes ATLNC 0124.01-17/W-1885 Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail s-DWG-MA-FL0222-17 OXXO O/S Glazed Door 12'4"x 618" +45/40 3.75 pst' Door-Yes ATLNC 0124.01-17/W-1885 Double w/Sidelites Glazed Sidelite 6.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0222-17 1-Denotes Bumper Outswing Threshold 2-Denotes 7 Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-Pro T4 Threshold 541P 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. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008 434-688-0609 Date: 05/01/2017 rllomasAI rlomaspe.com Test Report: N/A Product: Double Door with and without sidelites 12'x6'8"(wood frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/&w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: 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: t„= 1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1„= 1.140 in i Mode I„ Mode I, Mode II Mode III„ Mode III, Mode IV qm= 636.5 lbs/in qs= 884lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 KD= 2.400 Ko= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6 Zm= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Min= 46.8 in-lbs Kb= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs Ka= 2.400 Ko= 2.400 KD= 2.400 Duration Factor: Cp= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value(ZCo): Z'= 175 lbs/anchor Solid members w/&w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,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: F>b° 80,000 psi Side member: Douglas Fr-Larch(6=0.50) Main member: Steel strap/clip Side member thickness: t,= 1.000 in Main member thickness: t„= 0.048 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: Fe„= 61,850 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in Mode I. Mode I, Mode II Mode III„ Mode III, Mode IV qm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P= 13397 lbs P= 884 lbs 8: 1.07 8: 0.57 B: 0.5 B: 0.000 Ko= 2.400 Ka= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6 Z„= 5582 lbs Z,= 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Min= 46.8 in-lbs Ko= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs Min.Design value: Z= 163 lbs Z= 953 lbs Ku= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs Allowable Design Value(ZCo): Z'= 262 lbs/anchor Fastener type: 1/4"ITW Topcon N.O.A.16-1222.06 Substrate:Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs Actual edge distance: 2.50 in Reduction factor: 0.85 Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs p / l Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs \`� �� •S.'m ,O/ff Actual spacing: 3.00 in Reduction factor: 0.91 V•■ �'�E a ••� �j Allowable Design Value(ZfAN): Z.. 155 lbs/anchor v• �\ s� •� i Minimum anchor capacity: 155 lbs/anchor = 4.(% J 1 i Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. x'10 �;0 , TAT 'b F �O . Z 0 R1 , Luis R. Lomas P.E. FL No.: 62514 1 of 3 5/2/2017 I� I L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite i Lewisville,NC 27023 Report#: 514008 434-688-0609 Date: 05/01/2017 rllornas CIMIrlonlaspe.corn i Anchor calculations.minimum required anchors I 36.38 36.38 Design pressure: 60.0 psf - i- Area Load Ind. Max. Anchor Al Al Zone z O.C. Cap- Load Result A2Y YA2 79.25 (ft) (lbs) (in) (in) (lbs) Q (lbs) Al Al Al 2.3 138 N/A N/A 155 1 138 OK - AZ 7.7 463 6.00 21.00 155 5 93 OK 72.75 A3 7.7 463 N/A N/A 155 3 154 OK i 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf --- -----i- - --- Max. Anchor Area Load Ind. Al A4 A4 Al I Zone O.C. Cap. Load Result Y Y 5 Y Y (ft') (lbs) (in) (in) (lbs) Q� (lbs) Aly- A3 A5 A3 � 79.25 Al 2.4 146 N/A N/A 155 1 146 OK Al Aa A4 Al AZ 7.9 473 6.00 21.00 155 5 95 OK 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 A5 7.7 1 463 N/A N/A 155 3 154 OK i Anchor Locations: Double door 36.38 36.38 j I 6.00'IYP. 6.00 7 18.19 TYP. 3.00 TYP. 6.00 13.45 MAX.O.C. i I 79.25 i I R' L d 6.00 �� • TAT [OF •to %.Q n�ss ORO' Luis F�. Lomas P.E. 2of3 PL No.: 62514 5/2/2017 I L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008 434-688-0609 Date: 05/01/2017 rllornasAlrlornaape.corn Double door with sidelites 37.50.—_____—.1.—__36.38._--_— 35.38 37.50—________—,,. 18.75 TYP. 6.00 TYP.— 6.00 TYR 18.19 TW. 3.00 TYP. 6.00 T- 13 45 MAX.O.C. 79.25 6.00 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"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" 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 \`\�; R s .��`��i//' B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. N C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. E IV ale D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1 -51 .052"THICK MINIMUM0 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 4- TaAT OF 00 A R O '1/11NAL111110�� Luis R. Lomas P.E. FL No.: 62514 3 of 3 5/2/2017 /� /� MAXcc D � � i'V 1�40NIT1�. } 149' . OVERALL FRAME WIDTH Q �CD MA 21' MAX 36.375" MAX. �� Q F-DOUBLE CT GLAZED STEEL-EDGE STEEL DOOR UNIT - - D.L.0,-H PANEL WIDTH FRAME: RAME WIDTH q �=1 DOOR WITH/WITHOUT SIDELITES w/AsrRACALcc GEN AI nLQ f 1. QEVALUATED FOR USE IN LOCATIONS ADHERING TO I, --"-_"-`- -'THE-FLORIDA-BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Lu DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 1' LL U ODES NOT EXCEED THE DESIGN PRESSURES LISTED. ^ N (37 E 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. t 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. -4 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 w AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: TESTDESCRIPTION DESIGNATION UTE FRAME $� SELF IGNITION TEMP I ASTM,D1929 1842 'F ? 650'F 1. H RATE OF BURNING ASTM D635 1.28 IN/MIN cyv r¢ s SMOKE DENSITY._.. ASTM D2843 .70,2% °O V^ TENSILE STRENGTH' .. ASTM D638 1.8%,.DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING !, 4500 HOURS XENON ARC METHOD 1 .. -. F .. �. 'rc0 .; 6. MAXIMUM GLASS SIZES COMt PLY WITH ASTM E130D FOR THE DESIGN PRESSURES LISTED. DOUBLE ODOR UNIT WjS1DEUTES. p Q L I d0 s = N q w 0 { SINGLE POOR UNIT DOUBLE DOOR UNIT 2BCtlE D00 UNIT (NGSF p00R UNIT S! GLF DOOR UNIT W/SIDELfTES �U�J OOR T W/SIDEL{TE_ ` WITH StDELtTE WITH SIDEQ Orli Q WHERE WATER IN ILTRA ION PERFORMANCE IS G N d DESIGN PRESSURE RATING REOUIRED TO BE.159. OF DESIGN PRESSURE CG MAX WIDTH INSWING OUTSWING INSWING UMPER O S I Z-SERIES 0 S HIGH DAM 0 S T4 D S HPO S X 37.5 +40.0 -45A +45.0 -4D.Q -----NTA- +25.0 -25.0 +40.0 -40.0 +45.0 -40.0 +45.0 -4 ,0 +45.0 -40.0 XX 74 +40.0 -45.0 +45.0 -40.0 N A +25.0 -25.0 1+40.0 -40.0 I+45A -40.0 N/A - N/A A Iz - OX or 75-,+40..0 -45.0 +45.0 -40.0 N A +25.0 -25.0 +4 .0 -4 .0 +45,0 -40,0 N/A - 4 NIA OX0 112.5 +40.0 -45.0 +45.0 -40.0 1 N A +25.0 -25.0 +40.0 / -40,0 --I -40.0 N A N A 4 OXXO 149 +40.0 -45,0 '+45.0 -40.0 ; N A +25.0 -25.0 +4 .0 -40.0 +4 .D -40.0 PJ A N A DATE. 6121177 ,v sme. N.T.S. 5 rei aduntaPJ mow" OWG.BY. SINS l , TABLE OF CONTENTS C r K SHEET f waft # DESCRIPTION � ✓✓✓ R7 ZOR p RSvasc Ire t9 FLORIDA P.E. _ OHKEry.' i TYPICAL ELEVATIONS&-GENERAL:-NOTES D - DRAWING NO Mh fl.0222-17 2 ANCHORING LOCATIOPIS & DETAILS SHEET 1 OF_I_ 3 ANCHORlNO LOCATIONS &. DETAILS ,. . t a: 00 6" SEE DETAIL 3" — 6" U Q 3' 3" 3. I fl I 1 1 6 6" I ri—6" 6"-� Q — 3•—J 9n s I N U _ �If _ "• Lo U MI W W r M Y a a SEE DETAIL C/7 N in"D• SOEE DETAIL _ _ w w _ _ SEE DETAIL c. t OfO 6. 6" 3 6" 3.�, . . I m o zd Ia a 3 E DETAIL 6" #8 x 2" ASTRAGAL RETAINER BOLT HOLE V' x " #10 x 5/8" MUST BE DRILLED THROUGH 0V, #8 2 E!! 1THE THRESHOLD & INTO THE z o ' STRUCTURE DEEP ENOUGH _ #10 x 5/8" 0 0 FOR A 1.375" THROW w #8 x 2 #10-24 x 1/2" DETAIL "E" ASTRAGAL �= z #10 x 2-1/2'• ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL 'In m 0 #10-24 x 112- STRIKE PLATE TO FRAME oo v. #10 x 5/8" AS SHOWN. DETAIL "C" �fdnio� DETAIL "D" �Yall7. 1W 1 o=x621 to a 1.375" 1 REP_ 1.437' TT , -«XA,m WC HrAt INSWING THRESHOLD BUMPER OfS THRESHOLD T4 OjS THRESHOLD mmanwm oomeATIA aranr 0AW w nsm2 nnmeco o.aw:w,rx wA,o-,m,.ro OPTA 0 mRtwu) m¢Z 0.124•NDtT SfFSPlefe�Mm —0RHv, n,21'NFAT SfeDlCRfE18D^� Li2t''TDG. — 1 .m romL oA¢vi er m 7r a,e MA yr mt DATE: 6121117 mx v» SCALE: N.T.S. 1.482" 1.75" 11.047" 1.437" T ..� T oor ens ],p y': oar ms ', 'F row auon swe DWG.B)': SINS T :•^+� �t1'+..•.j CHK.BY. _- - Dm= Maw �� M 1C0� DRAWING NO.: Z-SERIES O/S THRESHOLD HIGH DAM 0/S THRESHOLD-- --HP-OYS-THRESHOLD- -- - - ---- ---TYPICAL GLAnNG DEM' ALTERNATE GLAZING DETAII J IMPACT RATED GLASS--- ——_-—-_ ------IMPACT-RA7ED-GLASS— --— —_ __MG-MA-FI-0222-17 sr>EEr 2 of 3 � rn ; SEE DETAIL3" 6" 6" 00 "E" SHT. 2 _ _ I` J Q I I I � 10 O W p Q z 4 U j a SEE DETAIL — a L0 U } SHi. 2 _ u°i Z I SEE DETAIL a G i "C" SHT. 2 'A w , A C. 3„ -z 4 I 3" 6 6. I— 3" } SEE DETAIL 6"3 "6" D 1 o ¢"""14q_ "F„ SHT. 2 6" o� v HARDWARE SCHEDULE a a' 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 3 m SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED n AT 5-1/2" CENTERLINE. c�cnl A7ACHMENT DETAIL 1.25" 2. 4" X 4" FULL MORTISE BUTT HINGES. Q- t' 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN e " 0,25" r,N -MAX 1"Xt/2" CORRUGATED //10X2" WOOD SCREW w ' SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END 6" FROM EACH END �� n (FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" OC AND 12" OC a Z FASTENER RATING FROM THE DIFFERENT FASTENERS GL, UA � �— I o 0 0 BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACPLIC p p w `i THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE LANEX Iaa #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL CAULK TYPICAL MASONRY LT, ACRrucSHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR. ANCHOR INSTALLATIONgTExwLOCATION. TAPCON EDGE DISTANCE MIN 2-1/2'. CAULK CL mw� WOOD SCREW EDGE DISTANCE MIN 3/4". I COMBINATION WOOD COMBINATION WOOD 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" " s. MULLION (BOXED) MULLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0 25" MAX (3) f#J10X2-1/2" m¢O OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM W09D SCREWS Z MINIMUM EMBEDMENT OF 1-1/4". EACH END I CL— 1- I AklandurnlotNt� as e 6/2 t/i 7 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ,r' ® S N.T.S. $ TRANSFER LOADS TO STRUCTURE. k f MIG,m': SINS 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ® ® Ceti•M ANCHOR INSTALLATION DRAWING NO.: — --— - --_—=-- — — _ ___--_INTEGRAL WOOD MULLION (CHS) Snee 3 OF_3