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Home My WebLink AboutAPPROVED, FL 22378.9Florida Building i'mic Online 0 BCIIS 4jo Home Log In User Registration Mot Topics Submit Surcharge stats & Facts Pubhcatlons Contact Lis BCIS Site Map Links Search Product Appro'ral dbpr USER: Public user Product Annroval Menu >Product ar�aLr_ahan Search n Aoolicatlon Lis[ a Application Detail FL S FL22378-R7 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 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 Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreibergmasonite.com Steve Schreiber sschreiberp 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 Year 1994 1994 1994 lit(p �i�tv llnridibui€ding.urgipripr app_dtI aspxnparam=wGE1, NQ%I 7gs"616m9°v FKSXPR)X7%28WDo03rKd"fl8ug(*WmDBFHiing'o-.+d°a:df 12 172I12(i 1) 02 13 A M I Florida 3LmIding Cac OWinc Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Ft # Model, Number or Name 11/05/2020 11/05/2020 11/11/2020 Stormguard 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: +60/-65 Other: Evaluated for use in locations adhering to the Florida Budding Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-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. 2J378.2 Stortriguard 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: +60/-60 Other: Evaluated for use in locations adhering to the Florida Bullding Code, including the High Velocity Hurricane Zane, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLQ170 for anchor details and water performance where required. 22378.3 Stormguard 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: +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. 22378.4 Stormguard 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: +55.0/-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. 22378.5 Stormguard Fiberglass Side -Hinged Door Unit Description 6'-8" Opaque I/5 Single Door Certification Agency Certificate FL22378 R7 C CAC NI04-707.7,IJjjt�._l�'.:.` Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 11 FLU 170_pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 6-8" Opaque O/S Single Door Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL017.O;ndf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports �tE��iri[lL�r��f Created by Independent Third Party: Yes 6'-B" Opaque I/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 I1 FL0170.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514Q126.odf Created by Independent Third Party Yes 6-8" Opaque O/S Single or Double Door w/ or W/O Sidelites Certification Agency Certificate FL2237NI007n77A7-R3.pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 1I FL017a.ndf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514008B.adf FL22378 R7 AE 514012B.odf Created by Independent Third Party: Yes 6-8" Impact Glazed I/5 or 0/5 Single Door w/ or w/o Sidelites Imp ••,%%% 11cmdahiiiIding. LW[•1n:pr app dtl.:ups.'pararn�'GE4'R[]wlUgs�hl6rn9°o_'fF�B\P1G\7ti28H-DuU'+rlidgw�06u><',f}n�Wml]HFIiOngaadae3dll? 17 20201) 02.13 ,AM] Flanda tau riding Code fmIinc Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 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- 9'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG- MA- FLO172 for anchor details and water performance where required. 22378.6 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHI: Yes Impact Resistant: Yes Design Pressure: +50/-55 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- FLO172 for anchor details and water performance where required- 22378.7 Stormguard 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: +55/-55 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-FLO172 for anchor details and water performance where required. Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0172-pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 6'-8" Impact Glazed I/S Double Door w/ or w/o Sidelites Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22.17$R7_ IT FL0172.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 5140128.ndf Created by Independent Third Party: Yes 5'-8" Impact Glazed O/S Double Door w/ or w/o Sidelites Certification Agency Certificate F! 22318 R7, C CAC, NIOOZ.e777.09-R4.adf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 A FLO172.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports y �-1Zi 7 AE 51-i0126.t_df Created by Independent Third Party: Yes 22378.8 Stormguard Fiberglass Side -Hinged 8'-0" Opaque US Single Door Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +601-65 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. 3'-0" x 8'-O" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. 22378.9 Stormguard 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: +60/-50 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. 3'-O" x 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where requlred- Certification Agency Certificate FL22378 87 C CpICNI007077.`,'•�; R2.udf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 IT FL0171.adf Verified By: Natlonal Accreditation & Management Institute Created by Independent Third Party Evaluation Reports FL22378 R7 AE 5140098.pdf Created by Independent Third Party: Yes 8--0" Opaque O/S Single Door Certification Agency Certificate f Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 RZ-_jI F10171.od'f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7 AE 514009B.ndf FL22378 R7 AE 5140138.odf Created by Independent Third Party: Yes 22378.10 Stormguard Fiberglass Side -Hinged 8'-0" Opaque I/5 Single or Double Door w/ or w/o Sidelites I hnp. www.ilondahufldmg.nrgpr'pi app dilasp ?parain w(i1-VXQwt[Xls,%1[anl)�a2MSXPIOY7v2SW1]dl3rK4,%08ugOacHmnRFHDng°v'id°a--dil217,26269-02:13 AM) Flonda Bill Iding Cade triune Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.�0/-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 8'-0" max nominal size. hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. 22378.11 Stormguard 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: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zane, 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-FLO171 for anchor details and water performance where required. 22378.12 Stormguard Fiberglass Side -Fringed Door Unit 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 nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO173 for anchor details and water performance where required. Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 II FL0171.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL22378 R7 lI�L0171.t�dF Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R7_AE 514007B.ndf FL22378 R7 AE 514011B.pal' Created by Independent Third Party: Yes 8'-0" Impact Glazed I/5 Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R7 C CAC NI007Q1_7Q_4-R7.,pdl` Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions Verified By: National Accreditation & Management Institute Created by independent Third Party: Evaluation Reports FL22378 R7 AE 514007E-odf 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 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 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'-O" max nominal size. Hurricane protective system is NOT required. See DWG- MA- FLO173 for anchor details and water performance where required. Certification Agency Certificate FL22378 R7 C CAC_ NI007D_ - I R7.-zff Quallty Assurance Contract Expiration Date 12/31/2025 Installation Instructions Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports ELM78 R7 AE_5140078.odf Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. Caevnaht 2007.2013 grate or Florida..! Privacy Statement ,p5 Star�manr ; Pgf,n-i Sraromonr ., Linder Flon da law, email addresser are public records. If you do not want your a -mall address released .n response to a pu bhc-records request, do not send electronic mad to this entity. Instead, Contact the office oy phone or by traditional mail. If you have any questions, please contact 85p.467.1395. 'Pursuant to Section 455.27$[17, Florida Statutes, effective October 1, 2012, licensees licensed under Cha Ater 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official commumcat4on with the licensee. However email addresses are public retard. 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 pu1NK. To determine if you are a licensee under Chapter 455, f.S., please click bAEV, Product Approval Accepts: ® li Mck hxp.- µvu Floridabuiidmg.nrg'lrc:pr Opp di aspY?param wt.iF.VXQWIt)ys3h1r,m1r.2fK8XP10X7N2$At)ofl3rkdgw0BugQa,:H-mDBFEN V1.id'.3dl12 1'2020V 02-13 A!NI NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI007077.08-R2 1955 Powis Road Certification Date: 05/22/2017 West Chicago, IL 60185 Expiration Date: 12/31/2025 Revision Date: 07/27/2020 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door wl and w/o Impact Rated Sidelites [wlWood Frame or Worldwide Composite Frame unless noted] Specification: TAS 20112021203-941ASTM E330-02 The "Notice of Product Certification" is only valid if the NAM 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 fisting within NAMi's Certified Product Listing at ►►►►►►.N'alnicertiIi ati➢n.cltim. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI1. Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Ou(swing Opaque Size Pressure Pressure Rated Comments X I,S Opaque To" x $-0" +601-65 0 psf Yes NCTL-210-3102.1 ATLNC0129.62-15iATLNC 1031.01-16 Single Maximum Panel Size. 3'0- x ST" X {)IS Opaque 3'0" x 8'0" +6{11-60 3.75 psf/6.O psf Yes NC-L-210.3102-1'ATLNC 0 129 02-15 ATLNC 1031 01-16 Single 10.5 psf �19.0 psf Maximum Panel Size: 3'0" x 8'0" Anchor i7etails-MA-I�i.0171-07'W-1807+'W-1835 Double - - - - - - -- - r- _ Maximum Panc1 Size : 3.0" x 8'0" Anchor Details-MA-FLOI 71-07'W-1807 XX OIS Opaque 6'0" x 8'0" +55450.5 3.75 psf16.0 psf' Yes NCfI: 210-3105-I ATLNC 0229.01-15 ATLNV W31 01-16 Double 8.25 psf218.25 psf" Maximum Panel Size 3'0" x 9'0" Anchor Details-MA-1� L0171-07.. W-1807. W • 1835 XO/Ox US Opaque Door 6'0" x 84Y" +50.51-50.5 0 psf Door -Yes NCTI: 216-3105-11ATLNC 0129.01-15 A'rLNC 1031.01.16 Single w/Sidelite Glared Sidelile Sidelite-Yes Maximum Panel Sire: 3'0" x 8'0" AnchorDew ls-MA-FL0171-07 W.I807 XOiOX O/S Opaque Door 6'0" x VY' +551-50.5 3.75 psf16.0 psr I Door -Yes NCt'L-21n-1105-I. ATLNC 0129.01-15 ATLNC 1031.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf Z19.0 psf' Sidelite-Ycs Maximum Panel Size: 3'0" x 8'0" Atic hnrDew ls-MA-F1.0171-07:W-1807 W-1835 OXO VS Opaque Door 9'0" x 8'0" +50.51-50.5 0 psf Door -Yes NC'rl_-210-3105-1 Wfl.NC 0129.01-15 ATLNC 1031.01.16 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 84l" Anchor Details-MA-FL01714)7..W. 1807 OXO OIS Opaque Door 9'0" x 8'0" +551-50.5 3.75 psft.t1 psf Door-Yes NCI'L 210-3105-1 ATLNC al29.01.15 ATLNC 1031.01-16 Single w/Sidelitcs Glazed Sidelite 8.25 psf'/9.0 psf' Sidelite-Yes Maximum Panel Size: 3'0" x 8'0- Anchor Details-MA-FL0171-07W-1807 W-1935 OXXO I/S Opaque Door 1 12'4" x 8'0" +50?-50.5 n psf Dour -Yes NCI'I: 210-3105-1'ATLNC 0129.01.1S ATLNC 1031 n1-16 Double ►%- Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x WO' Anchor Dicta ils-MA-FL0171-117 W-1907 OXX0 ois Opaque Door 12'4" x 8'0" +551-50.5 3.75 psf76.0 psf I Door -Yes WIT-210-3105-1 All, NC 0129.01-15 ATLNC 1031.01-16 Double ►►1Sidelites Glazed Sidelile 8.25 psf218.25 psf' Sidelite-Yes Maximum Panel Size. 3'W' x 8'0" Anchor LklaiIs-MA -FI.017t-07'W-1907 W-1835 1 -DenoW Z Series Threxhald Design 2-Denales High Dam i hreshold Dmrn 3-w -I It15 d-Ihnoten ►►orldwide Pro T4 Thrnhold National Accreditation & Management Institute. Inc.14794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-51241Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: I 1111 MASON1TC. STORMGUARD FIBERGLASS DOOR UNIT $•-O' DOUBLE DOOR WITH 1 WITHOUT SIDELITES GOEPAL NOTES 1. FVALUATED FOR USE IN LGCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND SPHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMLIM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. j DOES NOI EXCEED THE DE=44 PRESSURES LISTED, 2 THIS PRODOCT DOES NOT REDUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SNUFFERS). 3. POLYURETHANE CORE FLAME SPREAD INOEx OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER A5IV E84. 4 PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING LITE FRAME SELF IGNITION TEMP��TM 01929 1 752 T > 650 'P 842 'F > fi50,'IV RATE OF BURNING_ ASTM D635 D.56 IN MIN _ 128 IN/MIN SYpKE f7ENSITY ASTM D21S43 ?0.2% TENSILE STRENGTHS _ ASN 0638 1 7.2x DIFF I DlFF - 5- PLASRCS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT W IGNITION TEMP ASTM D1929 T779 •F 7 650 'F RATE OF BURNING ASTM 0635 0.0 IN/MIN SMOKE DENS(Tr ASTAI 076aS 38.0% TENSILE STRENGTii• AS TM D638 3-63 L71Fi COMPARAFNE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC ME-D400 I ®® ®® ®® ®® II .1z-=j^_ -ILW DQL? I i .D.OQR UNIT $jurj r ✓700R uyf NTTH SJDEI_fIF STRUCTURA TA13LE OF CONTENTS SHEET 0 - DESCRIPTION - 1 TYPICAL ELEVATIUNIS $ GENERAL NOTES _ _ 2 ANCHORING LOCATIONS & DETAILS J_ ANCHflR]NG LOCATIONS do DETALS i �4_ . 4NCH0 iNG LOCH ION do DETAILS �c� 149' bkt 043KL FkW MOTH _ C3. ♦ . o. PANEL AGAL -y FRAME MAX. H !` w/asTRrrGAL I g � FRI _.... Lu QU LLL1 k j LL n iF WI I &QLE DOOR uj .SINGLE QOOR_yyu iY/SiDECffES p_RIII&LE.Q4QR UNIT W.!3Q irES Nffi SinELITE N �I WHERE IHA IN LT37ATIDY CR Oii11LAN !S 41d n PM.7.5.irdM ab" : SWSKURT BALTHAZOR Na. ` pwlYrbledf FLORIOA P.E. vML-wr- ar7r-07 j56533 ... seER T OF IL Y SEE 3" "F' i ❑ x 5/8 #8 x 2" #4❑ x 5/8" #8 x 2" #14 x 7-1/2" I �10 x 5/8 SAIL "C" DETAIL I' I N w � U � a SEE ❑ET) !' r -0. � I o � W w + 111T ♦ i I� •I V L�l T " " ASLL&2AL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1' INAXXRD CIASS L n Mm rin N �I SEE DETAJL 'C' N ki _-ASTRAGAL RETAINER BOLT HOLE MUST 8E DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW AffivduR W WAW olllullllftsft0. Rri"w Orr 1- INSULATED GLASS 0,992'1 0.124' HEAT STREMCTHENED•-- 0090. WLEX (40A 4-Oc22-01y .--DfCARAn1lE 0,W17 (OP"O AL] 1.11" "IT STR4HCT11ENED �- �- DECORAnINSERT (mnoNu.) 1-375' C774-1 0,124" AEAT STRCNCTNEHF-O-------r .9124, TDF a.wo• s/tLElc (WA zoe2 -ox.o1)---.. , .] 7 k24" hW STRENOriMF m f— .0124' nMP T��F� BUTTE, FOAM OR METAL SPACER I �r 9I1[ eU*n.. Fnw. OR METAL SPACER Tyr rtt iF-PIN Q -THRES�+OLD MpIE ..Q/S THRESHOLD 1 1 b]N' 995 � ti;;M�=� �� DOM 995 bm %fl5 � � � •�• 41DOW 995 : 482"~k T.75" T ❑47" T 437- �•+ rt u+ a. _.` '' JIN T T T'I?12-L-GLAZING DETAIL ALTERNATE, LAZING DETAIL 2-5Ef3{f5 0;.`7 ThRFcHOLD ffiQh_.D Iv1. b/S_THIR T4 O/'S THRE HOLD I— TWO--2L155 ck: co cr F= �LoD l� ' Ln U u7 CI] Ln D".co. T. s. j D+1�6. 9Y swns wwn ua� Of 26" Iff it 6' - 4 MORE EQUALLY SPACCO PF CL 1-25 MIN I 0.25' u cL TYPICAL MASONRY ANCHOR INSTALLATION WIN _ D-25• "lu CI_ - I- 1X BUCK MASONRY ANCHOR INSTALLATION ATTACHMENT DETAIL T- ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARFD, SIGNED AND SEALED BY ROBERTO LOAAS, 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 M KI SHIM SPACE AT EACH ANCHOR LOCATION. TAPC :'. iSTANCE MIN 2-1/2"- WOOD SCREW EDGE DISTANCE MIN 3/4"_ TEK SCREW EDGE DISTANCE MIT`! 1 /2" 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/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1 /2." MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4'. 4, WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE- 5- MINIMUM DESIGN VALJE STRENGTH OF ANCHORS 155 LESS. I MIN �.. 0.25" SWANIIxA TYPICAL WOOD BUCK ANCHOR INSTALLATION H WA E LE 1. KWI�ERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE i DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2' CENTERLINE. — 2. 1 4" X 4" FULL MORTISE BUTT HINGES. t "k 1 /2' CORRUGATED f 107[2- WOW SCREW 3' ROM FACH END 6" FROM EACH END (3W. S(3W[AND 7' OC AND 12" CC Cg ' ACTEACH END LATEX CAULK • AUr X _ { CAULK CL � • • 1 COM8INATION WOOD COMBINATION WOOD INTEGRAL WOOD MULLION (BOXED) MULLION (BOXED) MULLION (CHS) ui CL 00 04 CS O r q F~ Q) o cc cD Lu a "T x�x {AWObs D SCR!O� zI EACH END a>t i 9/07 N. T-S. owc. �• SWS Cl n. i+ INTEGRAL WW Dkunpc .0 MULLION (CHS) Sir OF 4 L._ Roberto Lames P.F. r 43: N!aodrorrd rid :wnastile Nc.27a23 + 1d 15PA Loa ManulaClufer NTasonite. Report # 514009B Date 10/10(2017 Test Report: NIA Product: Single door 3 x8' (Wood Frame) Scope. This inalysis provides Calculations quarHltles aW spacing requlremenl5 for installing product to substrate, and It applies only to the pr-WLiCT described herein These. Calculations Comply with requirernents of the Fionda SuiWing Cade 7th edition 12020) Anchor capacity in Shear condition: Sold nxn.bem wl d w/euf gap. ❑ Wath thnods Present in Shear plane Faste,e, rypr. 010 weed scr (NU5Zola TRI2) Nominal Ammeter. ❑ 0.190 in gap 9 0 Roar d—eter br 0.152 in Momem Grin 0 D" n Mmamurn reowred yenefrol-on p 1 i40 n 5trew be.ndinq ymki stre.ngf h. F„ = RO.000 ps. 5+de member- Oouglcs Fr L- th (6.0 50) Mum �bu Spruee ?air- Far (& 0 42) `,Av memer row Nne ss: T. . 1 000 •n Arum manner th..kress t_ 1 500 .n 5-de member alowei bearaffq sfrtNth. F„ : 4.650 psr Mann member daweb nenrrnq steengrh Ff., : 3 35r; pSr Seer mer*ber Ckmea ceo-9 length 1, : 1000 n AAu•n member doweV bearing Ienq tri Ir - 1 140 n Mwk tin Made I, Mode tl qm 63651bs/m qs: AA4lbsAn A 00007 f• - 72561 k# p 984 Ibn H 1.0/ t 2 400 K. 2 400 C 427.674 Z„- 303 lh7 Z,c 368 Ibs P . 311 it's K., 2 400 Min Llesignv❑luc. T.- 110 ibs Z_ 136 Ibs ❑urbtran Factor: Co - I6 AN, ' le DeSWO Value Fnsiener type 1/4 ITW Tapran N U A. 16122 2 Ob substrate Hollow black Ww�mtrm embedment 125 an ALrual edge d4wce 2 50 n Artuel C Tn C spaemg 3.00 n AAade I.I. A 000096 6 0.57 C-253.623 MS 46.8 in-ibs P 297 ib% K. - 11400 Z_ 124 lbx Tabulated vo—s Mode III. A 000107 9 05 C i61.699 Mm : 46 6 n.lbs P . 319 Ibs Kb 2 400 Z. 133 Ibs edge disroncc spat mg fin] 2.�0 4.00 z.OQ 1311 ]61 4.00 163 202 Allowable Desrqu Value' Z''= 155 1W.mhvr (per rnterpolntwn when needed) 5ubslrale I9 6A 5teei Tnbulared design value Z= 1266 Ibs tiWety fnrtnr Fs- 4 Allow bir Desngn Value (ZF6): Z'- 316 lbslanchar Mmimum a nh capatrty 155 lbs/anchor Nate: Alar-hars with the le.❑st cal jty rs Wsetd for calculaNana ro Qaealrfy Anenors wMh ttrphpr capa[riy. Anchor qgLqytqfjans m+nrrnum re ufred arlchars 3638 Uesagn prr sure 70 0 psf 95 25 A2 1 of 3 Area Load Ind Alter Anchor Cop (Ibs) r Load (Ibs) Zane 2 (ft j (Ibs) (in) o C (rn] Result A- 23 161 NIA NIA 155 2 60 OK A; 97 E$1 604 1800155 6 '.lh p{c Mode 1V A n OC 135 B � COO r 93.b F : 263 Ibs it. - 2 400 Zs 150 6s 'R r L'C) ,, • .�\e E N s qs �70' S'TATE OF . , Luis R Lomas P E FL No 62514 9121202Q L . Roberto Lamas P. F •7'"OG*pURa Manlffac[Gref MaWrMe I'd* NC 27023 Report # 514009B >>r.r&a 7E(g [Jose 101101?017 rILiR125CK _ . An h rTG- Locations 2of3 36. 38 e.cc IYP .-1 f J. j MAX o c. 1 95�2� 1 i _.. 8 OO *• 0�5; 11r� =A ; S33TATOF j�= Aft �0NAL"till I 0 Luis R Lomas RE FL No 62514 9/2/2020 L . Roberto Lomas P. E. Manufacturer Masonite Report # 514009B Date 10/10/2017 Irr5l9ll8fiGn instruCIf0n5: 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 V2" 2 FOR ANCHORING THROUGH FRAME INTO MASONRYICONCRETE USE 114" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 117' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE hi STANCE LOCATE ANCHORS AS SHOWN BELOW 4 ALL FASTENERS TO BE CORROSION RESISTANT 5 INSTALLATION ANCHORS SHALL SE INSTALL FD IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INS TRUGTIONSAND ANCHORS SHALL NOT BE USED IN $UBSTRATES WITH STRENGTHS LESS THAN TI IE MINIMUM STRENGTH SPECIFIED BELOW A WOOD MINIMUM SPECIFIC GRAVITY OF G=O 42 B CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 2,CW PSI C MASONRY HOLLOWIFILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM ❑ METAL STRUCTURE STEEL 18GA t 046'1 FY=33KSIIFU=52KSI OR ALUMINUM 5063-T5 FU=30KSI 052" THICK MINIMUM 5 ANCHOR LOCATIONS SHOWN I THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DFSIGN PRESSURE INDICATED HEREIN 7 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOACS TO STRUCTURE FRAMWG AND MASONRY OPENING IS THE RESPONSIBILITY OF Tf4E ARCIIII ECT OR ENGINEER OF RECORD 8 IX BUCK OVER MA,SONRYICONCRETE IS OPTIONAL 9 WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-112" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBL ISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 10 WHERE WOOD BUCK THICKNESS IS 1-VZ OR GREATER BUCK SHALL BE SECURELY FASTENED TO MASONRY CONCRETE OR OTHER STRUCTURAL SUBSTRATE UNITS MAYBE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WtTH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS 1 t WHERE 1 X BUCK IS NOT USED nISSIMII AR MATFRIAI S MUST SE SFI'Ai2A fFn WI1 H APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 12 BUCK$ SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED 3of3 lR . L D�j rfi,, �-0 OF 9TATE y[7 '. QWl �r IN AL Luis R Lomas P F FL. No 62514 9/212020 L, Roberto Lonus P, E. 1 of 3 r737 Hlipex ►dra Rd -�+tav4r VC27023 Manufacturer Masonite Report # 5140136 + aea o6ov Date 1011012017 _ _ .��I lrk3n1e5Ae U3n: Test Report; N/A Product: Single door 3'x8' (Composite iramel Scofle- TIt,s analysis provides Calcilatlort_s. quantities. ano spacing requirements for Installing produCt to 5031raW. and it applies only l0 the prndllrt de5r-.ribed herein I "se calcolatrons comply With requrrements N the Florida Buiiding Code 7th edition (2020) Anchor capacity irk Shear condition: Solid members wr 4 w/out gap: a With threads present in shear plow Fastener type. fr10 wood screw (N175 Z018. TR321 N —i im—IRr 0 0 190 in Sop q. n (3tW m poor d,amerer 0r 0152 ,m Moment arm 0 OOQO m Minimum regwfed prmtr¢tma p 1140 m Strew bcrtd,ng yield strength. F`. = 90.000 psi Side member PVC Main member Spnxe-Arne-Fit (6.0421 Side member lh,ekness T, : I COO n µaim member thickness t_ 1700 ,e 5-de ,member doves bearing strength F„ : 10.000 psi Morn m.merr down: bear,rg Atrength F_ 3 1,50 ps, 5,de member dew d br¢nny length I, _ ] 000 ,n Main member dowel' bearing length la - 1140 in Mode 1„ Mode I, Mode 1:I Mode tt3_ Mode I1:1, Mod. IV qm 7 6 36 1 Jbs/in 94 - 1900 0ODOS A. 000066 A 000092 A 000105 r- 72561 +bs ti 1900 lbs 9 1.07 a: 097 a 05 a 0000 r" - 2 400 K., . 2 400 C- 661 794 C. 253.623 C 521 8i'4 C 936 Z'= 302 tbs Z,r 79Z lbs p= 510 lbs Ms= 468 iA-ib5 Mm= e68 in lbs Kt : 2 400 P = 324 Ibs P - 529 lbs P t 799 Ibs Min Des,gnvalue Z: 125Ibs Z= Z12 tba K(:= 2400 K n ' 2 400 K„ a ? 400 Dural Pon Fnctor: Cr, - 1.6 Z- 135 ibs Z= 221 lbs Z. 125 lbs Allowable Oe"m Vale. (ZCu): Z'= 199 lbs/ancher Fast drier type 1/4 ITW Tapcan tabuaTedvcJues NOA 16 122206 .' i,bs Trace- Hal kwr block Minimum embedment 125 ,n ALtud edge.. distance 2 W in Actual C To C spacing 3.00 rn edge drscmWe "..9 (in) 2-00 4.00 2 00 130 :6t 4 00 163 202 Allowable besign Vals ! Z 1455 lbs/anchor [per mterpelation when needed] Fnsrfner type 010 Self tvppirg screw (Co Irulnt,ons per 2015 Aluminum Design Manual, sec lion J.5 5) Nom,nar screw diameter 0 0 190 m Screw root area: A, 00I53 in' Actual edge distance de. 1005 ,n Screw shear ilitrmate strenngth F"• 540 ks, Rev table J 3 2 of 2010 Steel Construe iron Marxmt 14 Th Ed+trrm Side number mat"l; Vinyl PVC Main Member ntci1 6063-F5 atttrnnurn Th•cknrss• TI 1.000 n Thickness r 0052 n tfitifi¢te tensle strergth' F,,,i 14 ks, Ullimate rensri. strengrh: F„+ Z2 ks, M moral slmVIh per bear-nq (side member) An : 20trF.,i Rol : 5320 lbs (Eq J 5 12) Nominal strength per bW,,Mg (mom member) Am - 20trF._ W : 435 Ilbs (Eq j 5,12) Ndmunni.trrength per t,thng. Rn=42(tl'b]'•fF,a Rn+ 4781bs (Eq 3.513) Nnminrrl srrew shear st"my1h: an = A,F)1245 Rn = 654 Ilbs 1EgJ.5-14] 50fe ty Inc for o- 3 Allawabte shear ¢no be.,," c¢pacityi P. 145 lbs?oneMr F Veni r type ilO serif tepot a"" (Calculations per AI5I $100-16 artd AI5C P0171 Nam-ml srrew draneter 0 0.190 n SCrvii shear rd T,mate strength Fs, 540 k5i .crew root nr.m A, 00151 n' Per table J3 2 a 7010 Steil Construe tran McnWI IAth EHit ion Side member moteHoil: VkY PVC Ai14in mlM.bv nw'tuiol: Me tell framrig ih,Ckness ti I.000 n Thickn.ts r. kht,mote tenvie sr rengih F,; 14 ksI Ullrmate tensile strength F.,• Kl"rnal strength per tilling. An = 4.2(lt`01" I',1 t+lotn,npi strength per bearing (side memberk An = 2 70t.F,i At, = RnI = 1001 Ibs (Eq E4 3 1 1) 7IOZ Ibs lEg E4 3.1.2 and -41 ti +� R . d Nnminrll strength per bfslr,rlg (roam memberl Art = 2 lb1 jF,m Rn2 = [2B0 lbs (Eq E4 3 i •3 and -5'. ' �� L tG S' • {P Nominal screw shmmr strength' Rn = A,F,,,It 25 An - 654 lbs $otety factor' r' :+ �• * + 5 1 -� waa,.able s•sear ¢-d br tl P., Z 18 Ibsc¢nct.¢r ¢ri,g cape y: —_ � —" M.nimurn aneknr capacity- 145 ibslonehor �� r A TE rym;cc zz I'[ t„/ 1' Nam Ancham wrrh rho least eapacrry Is user! for C1rGUra11an5 ra Quahry am th wroth hryher CapaC+l V. 00 . = ❑ R SOP / S� O N A L Luis R Lomas P E FL No. 62514 9/2/2020 L . Roberto Lomms P. E. w +�u Manuhacfurer Masonae x.:.swr NC 27023 Report # 514013B a 5RE fKp4 Date 1011012017 i'r _.c3 Anchor calculations m Lrrrm r ch rs 36 3H Design pressure 70 ❑ psf r _. 1 'IS 25 nf` Anchor Locations. 2of3 i 96.2� Max. Anther Zone Arta z {ft ] Load {lhi] Ind (in) O.G. Result Cap "Y Load { J (ram] ('by) A. 2 3 Ihi Nr'A NIA 145 2 80 OK Ai 97 681 600 IS•00 145 6 1 114 OK ,�v�,� R L fl� i`ri rs�.Z�7 � TAT 0 F c(, 4r �0NALIEN.•. Luis R Lomas P E FL No. 62514 9/2/2020 I-, Roberta Lomas P. E. +s.�1 w�rx�rart rzo L!.nsrre VC, 27073 n a i, • ; Irlerr„.ts_,A wrr, Manufacturer Masonote Report lF 514013B Dale 1011&2017 Installation instructions I FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2K BUCK USE #1E1 WOOD SCREWS WITH SUrFICIEN I- LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1I2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN BELOW FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 114" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN BELOW 3 FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 910 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 112" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN BELOW 4 ALL FASTENERS TO BE CORROSION RESISTANT 5 INSTALLAI ION ANCHORS SHALL BE INS TALLEO 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 8 CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI C MASONRY HOLLOWIFILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM O METAL STRUCTURE STEEL 18GA ( OW) 1=Y=33KSIIFU=52KSI OR ALUMINUM 6063-T5 FU-30KSI 052" THICK MINIMUM 6 ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBER PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN T 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 THF. ARCHITECT OR ENGINEER OF RECORD 8 IX BUCK OVER MASONRYICONCRETE IS OPTIONAL. 4 WHERE SHIM OR BUCK THICKNESS is LESS THAN 1.112" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFAC I URER'S PUBLISHED INSTALLAT ION INSTRUCTIONS ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 10 WHERE WOOD BUCK THICKNESS IS 1.1a' OR GREATER BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE LINITS MAY BE ANCHORED THROUGH FRAME 10 SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUI3LISHED INSTALLATION INSTRUCTIONS 1 VVr IF -RE I BUCK IS NOT USED DISSIMILAR MAI i`RIALS MUST 811 SEPARATED WITH APPROVED COALING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD I: BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED 3of3 `��'tti111i1i iTATt OF ell s�' ONALI N.`' Luis R Lomas P E FL No. 62514 9/212 020