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HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door AssembliesPage 1 of 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge ; Stats &Facts Publications I Contact Us ` BCIS Site Map Links f Search Product Approval e "WUSER: Public User Product Approval Menu > Product or Application Search > Application List Search Crter�a, r w# g A 0$ 4s v Refine}Sei��eh, Code Version 2017 FL# 22378.2 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 Impact Resistant ALL Design Pressure ALL Other ALL earth ResUlts�w- Rtf �w at ono . - � , - 7 PF r x 6 In act rer 1�1? !if !� FL22378- Revision Masonite International National Accreditation & Management Approved R6 FLI E ? j3 8 2 Institute History Model: Stormguard Fiberglass Side -Hinged (804) 684-5124 Door Unit Description: 6'-8" Opaque O/S Single Door Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAJEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The 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: M © edhEik e• • SCCI:irityAi1TRICS' 9/16/2020 Page 1 of 4 BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats & Facts i Publications contact us BCIS Site Map Links search Flo6d? MProduct Approval .� USER: Public User �x� l;�:n Product Approval Menu > Product or Application Search > Aoolicatlon List > Application Detail FL # FL22378-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified x s� by the POC and/or the Commission if necessary. r *a^ 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 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 01/25/2019 Year 1994 1994 1994 9/16/2020 Page 2 of 4 Date Validated 01/28/2019 Date Pending FBC Approval Date Approved 02/04/2019 `FL # r.. „ r> ° I ModelNumber or Name „I Descr�ptiori", 22378.1 Stormguard Fiberglass Side -Hinged 16'-8" Opaque I/S Single Door 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 Building 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. Certification Agency Certificate FL22378 R6 C CAC NI007077.07-112.p_df Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.13df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514010A.Ddf FL22378 R6 AE 514014A.pdf Created by Independent Third Party: Yes 22378 2 Stormguard Fiberglass Slde Hinged 6' 8".Opague`O/S Single0oor s, . Door Unitx � Limits of'Use Certification, Agency Certificate, Approved for use in HVHZ: Yes ;,``°° ': FL22378 R6: C CAC.NI007077.07-R2.odf`� ' Approved"for use outside HVHZ: Yes ,'. Quality Assurance Contract Expiration Date' Impact Resistant: Yes 12/31/2030 "• Design Pressure: +60/-60 InstallatiorrInstructions Other: Evaluated for use in' locations adhering. to the Florida FL22378'R6 _II . FL0170.pdf Building Code,. including°the High eVeloclty-Hurricane Zone, ,'° ,V.erified•By:,wNational'Acc�editatiori &'ManagementInstitute ,. and ,where pressure"requirements'do not,,exceed the design. Created. by Independent Third Part " P Y pressures,listed.,3'-0" x 6'-8" max nominal size. Hurricane,,'�,. Evaluation,Reports pr`'itectivetsystem is NOT required., -See DWG MA FL0170 for FL22378 ` R6 AE 514010A:pdf anchor tletails and; waterperformance where required FL22378: R6"AE 514014A.odf ° Created by Iridependent'Third Party: Yes 22378.3 Stormguard Fiberglass Side -Hinged 6'-8" Opaque I/S Single or Double Door w/ or w/o Sidelites Door Unit Limits of Use 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 R6 C CAC NI007077.07-R2.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A.pdf FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes 22378.4 Stormguard Fiberglass Side -Hinged Door Unit „..: .6'-8" Opaque 0/S Single or Double Door w% orw/o $idelites Limits of Use, Certification,Agency Certificate Approved for use in HVHZ: Yes'. = FL22378 "R6 °C "CAC NI007077 07=R2:pdf " Approved for use outside HVHZ: Yes �, Quality Assurance, Contract Expiration Date Impact. Resistant:°Yes ° A ' „ • :12/31/2020E,° Design Pressure: +55.0/-50 5 . _ : " Installation Instructions Other Evaluated for use.in locations adhering io,the Florida FL22378 R6 'II FL0170.pdf, aBullding Code; including the High Ueloclty,Hurricanie one, '� Verified By National°Accredltation &Management Institute, .. and 'w" here pressure requireme°ntswdo not,eiiceed-the•design', : ' "Created:=by Independent"Third. Party pressures, listed. 2 ,0" x 6` 8 max nominai size.rHurricane.` Evaluation Reports'; ,Protective system is NOT required._See DWG-MA-FLo170 for:' FL22378 RG'AE 514008A.odf ,anchordetails,and waterperformance=Where required. FL22378 `R6 ,AE" 514012A.pdf •Created by Independent Third Party:: Yes 22378.5 I Stormguard Fiberglass Side -Hinged 16'-8" Impact Glazed I/S or O/S Single 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: +55/-55 Other: Evaluated for use in locations adhering to the Florida Certification Agency Certificate FL22378 R6 C CAC NI007077.09-R3.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL 0172.pdf 9/16/2020 Page 3 of 4 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. 9'-0" x 6-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.pdf anchor details and water performance where required. FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes '22378.6 5tormguerd ;Fiberglass Side -Hinged "6 $' Impact Glazed VS`Double Door w/ or w/o Sidelites .`> DoorUnit Limas of Use ' , Certification •Agency, Certificate Approved forruse'in HVHZ Yes,` a: .FL22376,R6 C �CAC'NI007077.09113 pdf Approved for use outside HVHZ: Yes ,.,, , Quality Assurance,Contract Expiration Date, ; Impact Resistant:'Yes ' 12/31/2020 Design.Pressure: +.50/-55 Installation Instructions Other: Evaluated for.use'in locations adhering to the'Florida FL22378,R6 II FL 0172.pdf ,Building Code,,Ihcluding the H1gh:Veloclty,Hurncane zone, w',� Verified By.::_National°Accreditation &KManagementinstitute, and where pressure requireme"ntsao not°exceed the; design . ,Created by,Independent Third Party pressures°listed.: 1'2'-0" z 6' 8 ..max�nominal�size;Hurricane� Evaluation°�Reports protective system is'NOT,required. See '.DWG-MA-FL0172 for FL22378 R6 AE "514008A.pdf anchor details and water performance where required.. FL22378 R6 AE 514012A.pdf Created: by Independent Third Party: Yes - 22378.7 Stormguard Fiberglass Side -Hinged Door Unit V-8" Impact Glazed O/S Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.09-R3.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.Ddf 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. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.pdf anchor details and water performance where required. FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes 22378.8 < <`: Stormguard-Fiberglass Side Hinged Door Unit, 8 0", Opaque I/S Sing 'poor,': Limits ofUse Certification Agency Certificate .Approved for use in HVHZ Yes : P FL22378 R6 C CAC NIO 7077 08 odf ,Appfor use outside HVHZ Yes Quality Assurance Contract Expiration Date ImpacResistant Yes 12/31/2020°-° Design Press6re:+60/-65 Installetion Instructions,,�" Other: Evaluated for use in locations adhering to theFlorida' FL22378 R6' II FL0171.0df' Building Code,"including the High Velocity. Hurricane Zone; Verified, By: National..Accreditation &,Management Institute and. where pressure -requirements -do`notexceed, the:design "Created by Independent Third Party:; pressures Iisted.,T-0" x 8'-0 -max nominal slze Hurricane:°,°� Evaluation -Reports° protective'systehi-Is--NOT required`: See DWG MA-F,661 1"for, °FL22378.-R6`AE 514009A.odf, ° anchor details and_water`.pen`orrnance where required FL223A"R6- AE 5T4013&6df " Created _by Independent:Thlyd Party'. Yes 22378.9 Stormguard Fiberglass Side -Hinged Door Unit 8'-0" Opaque O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.08 .pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.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. T-0" x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A.pdf anchor details and water performance where required. FL22378 R6 AE 514013A.pdf Created by Independent Third Party: Yes 22378 10 Stormguard Fiberglass Side Hinged 8 07�Opaque I/S Singie or Double Door w/ or w/o Sidelites, Door Unit" Limits, of,Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378: R6 C CAC=.NI007077 08 .o'df` Approved for use outside HVHZ Yes., - Quality Assurance Contract Expiration Date _ Impact Resistant. Yes 12/3,1J2020 Design Pressure: +50 0/ 50 5 "s Installation. Instructions �Otherp"••Evaluated'foruse�in locations adhering to"the Florlda FL22378 R6.II FL0171 pdf Buiidmg,Code, mciudin the Hi h•,Veloci Hurricane -Zone'. ,'' g` g ty , �Venfied By:,National�PAccreditation°&'Management. Institute' and where pressure requirements do not exceed the design Created by -Independent Third Party „ 9/16/2020 Page 4 of 4 laTodf 22378.11 I Stormguard Fiberglass Side -Hinged 18'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites I 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 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.08 .vdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0171.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514007A.Ddf FL22378 R6 AE 514011A.pdf Created by Independent Third Party: Yes 22378 12 Stormguard Fiberglass Slde Hinged Door, Unit : n s 8'-0",Imp act Glazed I/S Single or Dou61e Door;w/ or W/o Sidelites Limits oflnUse ` "°g t E 5 Ica on Certificate Approved for use,in HVHZ Yes' s '" FL22378 R6•>C CAC NI00707,7 04 R6.pdf "' Approved for'use outside HVHZ. Yes Quality Assurance Contract°Expiration Date 11 t Yes - ;_ 12/31/202U = Design Pressure: +43/ 47 Installation Instructions - .Other Evaluated for Use in locations adhering to the Florida FL22378 R6 II FL 0173 odf ` Building Code, including the Hlgh Velocity Hurricane°Zone, Verif- ,By Accreditation & Management Institute s antl where pressure requir'ements=rip not exceed the design,` :National GreaYedsby=IndependentThlydsParty 'r pressu,res'iisted.,12'=0"`x 8' &" mail nominal size: Hurricane;`° a , Evaluation Reportsn' protective'System.is h6T,required.;:See DWG MA'"FL0173-for; FL22378 R6' AE `514007A.Ddf anchor.iletalls and;`waterrperformance where required FL22378 R6 AE 51401fA.odf . ; , •, ; „. •„' _ : ; ` Created; by -°Independent Thud.. Party:"- es _ 22378.13 Stormguard Fiberglass Side -Hinged 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.04-R6.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +47/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.Ddf 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. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A.pdf anchor details and water performance where required. FL22378 R6 AE 514011A.pdf Created by Independent Third Party: Yes saek 0 iN t 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 7 W W ME 9/16/2020 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: 1955 Powis Road Certification Date: West Chicago, IL 60185 Expiration Date: Revision Date: NI007077.07-R2 05/22/2017 12/31/2020 05/02/2018 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 E330-02 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing_ Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" +60/-65 0 psf Yes NCTL-210-3102-1/ATLNC 0 1 29.02-15/ATLNC 1012.01-16 Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 X O/S Opaque 3'0" x 6'8" +60/-60 3.75 psf/ 6.0 psf' Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 10 12.0 156 Single 10.5 psf 1/9.0 psf ° Maximum Panel Size: 3'0" x 6'8" 7.5psf' Anchor Details-MA-FL0170-07/W-1807/W-1835/ W-1860 XX I/S Opaque 6'0" x 698" +501-50.5 0 psf Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 XX O/S Opaque 6'0" x 618" +551-50.5 3.75 psf/ 6.0 psf' Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double 8.25 psf 2/8.25 psf ° Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 XO/OX I/S Opaque Door 610" x 698" +50.51-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 XO/OX O/S Opaque Door 6'0" x 6'8" +551-50.5 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 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXO I/S Opaque Door 990" x 6'8" +50.51-50.5 0 psf Door -Yes NCTL-210-3105-I/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 6'8" Anchor Details-MA-FL0170-07/W-1807 OXO O/S Opaque Door 970" x 6'8" +551-50.5 3.75 psf/ 6.0 psf' Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelites g Glazed Sidelite 8.25 psf 2/9.0 psf P P 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 I/S Opaque Door 12'4" x 6'8" +501-50.5 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/W-1807 OXXO O/S Opaque Door 12'4" x 6'8" +551-50.5 3.75 psf/ 6.0 psf' Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite 8.25 psf 2/8.25 psf'' 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 1-Denotes Z-Series Threshold Design 2 -Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes HP Outswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 1111 MASONITE. STORMGUARD FIBERGLASS DOOR UNIT 6'-8" DOUBLE DOOR WITH /WITHOUT SIDELITES GENERAL NOTES 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: SELF IGNITION. TEMP. ASTM D1929 752 'F > 650 'F 842 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN 1 1.28 IN/MIN SMOKE DENSTYI ASTM D2843 53.4% 1 70.2% TENSILE STRENGTH- I ASTM D638 3.2% DIFF 1 1.8% DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TFCT rIFC[`RIPTHIN f1CCIr:m.mnM DCCI II T .SELF IGNITION TEMP I ASTM D1929 1 779 'F > 650 'F RATE OF BURNINGI ASTM D635 0.0 IN' IN SMOKE DENSITY ASTM D2843 39.0% TENSILE STRENGTH' I ASTM D638 3.6% DIFF ' 6VMYAKAIIVt ItNJILL 71KLNGIH AFItK WLAIHLKING 4500 HOURS XENON ARC METHOD 1 a� SjNGLE DOOR UNIT Cat»DNo Nloo;7ra7;• �ANN itl c DOUBLE DOOR UNIT SINGLE DOOR. UNIT WITH SIDFJJ 149' MAX. OVERALL FRAME WIDTH 00 0 21 " MAX 36.375" MAX. U p O D.L.O. PANEL WIDTH 37.5 MAX. Q (D W/ASTRAGAL FRAME WIDTH Q 1]Y =� i-- o �c) ® ® ® ® t� Q-U W LC) C.T.) o F` 117 N ZO 0) F 10Lij cn " �0 z $�'m$ 2- gmm pnelpimawfiflowwri _L DOUBLE DOOR UNIT- W/SIDELITES STRUCTURAL DESIGN PRESSURE RATING WHERE WA ER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING I ALL OUTSWING INSWING I BUMPER 0 S Z-SERIES 0 S HP 0 S T4 0- S HIGH DAM 0 S X 37.5 +60.0 . -65.0 +60.0 -60.0 : NA 00 -60.0 0 XX 74 +50.0 - 0.5 +55.0 -50.5 N A +25.0 -25.0 - +40.0; -40.0 N A +55 0.5 ++5650..00 --5600..5 or XO 75 -50.5 NA +25.0OX -25.0 +40. 0 N A +55 -50.5 + .0 -50.5 OXO 1125 +50.5 . +25.0 -250 +4 A-505 +55. 0 -50.5 +55.0 -50.5 OXXO 149 +50.0 �+55.0-50.5 A5 TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANLOCATIONS & DETAILS 3 ANCHORINGCHORING LOCATIONS & DETAILS fps' i KURT BALTHAZOR FLORIDA P.E. J56533 N.T.S. DWO. rrc. ar: SWS CHK. Br: DRAWING No.: DWG-MA-FLO170- SHEET -L of 3 6" L SEE DETAIL 3 ' j, 6" 3 c 31 3" E• c 3�'7f lht'� r, I 13^ SEE DETAIL 'C" it 6" 6-AB' T- 0 U i B tJ J B � — 6" — .r L— If 6' Ir 6• 3" 6' ��1 ,II L Y 3 ti 3' — 3' ^I 3" 3" 3' 3' 6' g' SEE DETAIL 'F' #8 x 2" #10 x 5/8" #10 x 5/8 #8 x 2" #10 x 1" #10 x 2-1/2" #10 x i" #10 x 5/8" DETAIL "C" DETAIL "D" 1 o.ssz• 1 1.375� T 1.437" F?-V� T INSWING THRESHOLD BUMPER O/S THRESHOLD HP 0/S THRESHOL[ 1 1 1 1.482• 1.75" (�l 1.43T T T T Z-SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD T4 O•/S THRESHOLL Hill U � I_ a SEE DETAIL rn ^p^ J 7 a w W I � N #8x2 DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 6' EE DETAIL 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL 1' ffl U lm Qm i' ANSI Tm a= O t24' N= sn tognO Dooms YS INsmT 0.12V WAY STRENGIHEM aO90' SAFUX (Na1 15-1201.11). _ (am"L) oxw w .. WTDl4RT OU DOW HW STROCMD[EO1 .O1x4• TEMP. Mat ts-t]01.n) () 0.124' RS1T OIRF]ICB{c71ED 'f—.O12C 43P, BUM Fn),W, OR MAL SPACER 11r an BUM. FOW. OR MM SPAM 1/Y am OOP OOS j.' OOW m OOW Pus ,hey OON 925 sae mrmm tine sum TYPICAL GLAZING DETAIL ALTERNATE GONG DETAIL. IMPACT RATED GLASS 7MPAC7 RATED C; Q Do �'21C) J Q O or —I 'It V)O SOU LoLo U u) LLJ �39: N.T.S. owe. ErY: sws f71K. BY: OF SEE DETAIL "C" SHT. 2 Ar)8�mtc6G1/ $ffi i41J,fS0 �479 1 Ae111d 4. ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, 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". WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE DISTANCE MIN 1/2". 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE L 3" f f� N O C U a SEE DETAIL r "D" SHT. 2 J W w v G i I 3" HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 1.25 0 . 2. 4" X 4" FULL MORTISE BUTT HINGES. MIN 0.25" MAX 1"X1/2" CORRUGATED %l9X2" WOOD SCREW II...:. SHIM 3" FROM EACH END 6FROM EACH END CL TI 1.25 > . R AND 7" OC AND 12" OC .". •� 0.25" SHIM ALARTELX CAULK TYPICAL MASONRY cL'I I` t ALATEX CRYLICANCHOR INSTALLATION CAULK cL I F ` ANCHORINSTALLATION MULLION C K MASONRY COMBINATION (BOXED) MULL ION (BOXED) COMBINATION I 1 50" 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 VALUE STRENGTH OF ANCHORS 155 LBS. MIN 0.25" _ / qq OX2_ / ` SHIM ( W09D SCREWS" (4WOOD SCREWS CL —I EACH END EACH END I_ TYPICAL WOOD BUCK An ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW MULLION (CHS) MULLION (CHS) owG. - SWS INK BY: DWG-VA-FLO170-07I OF