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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 4 • lyf�)/--l513D LE C( �y BCIS Home i Lap In I User Registratmn I Hot Toplrs I SubmR Surcharge I Sons &Face I PublicsUons Contea Us I VMS Site Map j Unlc Search FIo?ca r 0Product Approval USER: Public Ozer L PmduCftomvalMenu>PmdudorAoollretionSeareh>AootlsepnList >ApplicannnDetail SCANNED BY FL # FL22378-RS St• Luc. G'Oun Application Type Editorial Change h/ Code Version 2017 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 Date Submitted Date Validated Date Pending FBC Approval Date Approved 0 Masonite International 1955 Powls Road West Chicago, IL 60185 (800) 663-3667 sschrelber@masgnite.com Steve Schreiber sschrelber@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 12/10/2018 12/11/2018 12/11/2018 Year 1994 1994 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgs3M6m9`/`2fK... 1/13/2019 Florida, Building Code Online i I , , I Page 2 of 4 Summary of Products FL_ Model, Number or Name Description 22378.1 Stormguard Fiberglass Side -Hinged 6-8" Opaque I/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R5 C CAC N1007077 07-R2 df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +601-65 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL22378 RS II FL0170.edf ,Building Code, including the High Velocity Hurricane Zone, Verified By: Natinnal•Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x.V-8" max nominal size. Hurricane Evaluation Reports protective system Is NOT required. See DWG-MA-FLO170 for FL22378 RS AE 514010A odf anchor details and water performance where required. FL22378 R5 AE 514014A.odf Created by Independent Third Party: Yes 22378.2 Stormguard Fiberglass Side -Hinged 6'-8" Opaque O/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 RS C CAC N1007077.07-R2 odf 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 RS II FL0170.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. T-0" x U-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLo170 for FL22378 RS AE 514010A odf anchor details and water performance where required. FL22378 R5 AE 514014A.Ddf Created by Independent Third Party: Yes 22378.3 Stormguard Fiberglass Side -Hinged 6'-8" Opaque I/5 Single or Double Door w/ or w/o Sldelites Door Unit Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL22378 R5 C CAC N1007077.07-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +50.51-50.5 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL22378 RS II F1,0170.ndf 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 Intlependent Third Parry: pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports protective system Is NOT required. See DWG-MA-FLO170 for FL22378 RS AE 514008A df anchor details and water performance where required. FL22378 RS AE 514012A,Ddf Created by Independent Third Party: Yes 22378.4 Stormguard Fiberglass Side -Hinged 6'-8" Opaque O/S Single or Double Door w/ or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL22378 R5 C CAC NI007077 07-R2 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL22378 RS II FL0170.0df 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 Intlependent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports protective system Is NOT required. See DWG-MA-FLO170 for FL22378 R5 AE 514008A.odf anchor details and water performance where required. FL22378 R5 AE 514012A,Ddf Created by Intlependent Third Parry: Yes 22378.5 Stormguard Fiberglass Side -Hinged 6'-8" Impact Glazed I/S or O/S Single Door w/ or w/o Door Unit Sldelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 RS C CAC N1007077.09-112.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +551-55 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL22378 RS 11FL22378 RS II FL0172otlf 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. g'-0" x 6'-B' max nominal size, Hurricane Evaluation Reports protective system Is NOT required. See DWG-MA-FLO172 for FL22378 RS AE 514008AOdf anchor details and water performance where required. FL22378 RS AE 514012A.Ddf Created by Independent Third Parry; Yes 22378.6 U-8" Impact Glazed I/S Double Door w/ or w/o Sldelites https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK... 1/13/2019 Florida Building Code Online Page 3 of 4 Stormguard Fiberglass Side -Hinged Door Unit Limits of Use Approved for use outside HVHZ: 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 Installation Instructions FL223J8 RS II FL0172 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Impact Glazed CIS Double Door w/ or w/o Sidelites Certification Agency Certificate FL22378 R5 C CAC N7007077 09-R2 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R5 11 FL0172 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R5 AE 514008A.odf FL22378 R5 AE 514012A.rdf Created by Independent Third Party: Yes 22378.8 I Stormguard Fiberglass Side -Hinged 8'-0" Opaque 1/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 8'-0" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO171 for anchor detalls and water performance where required. Certification Agency Certificate FL22378 R5 C CAC N1007077 08 pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R5 II FL0171.odf Verified By: National Accreditation & Management institute Created by Independent Third Party: Evaluation Reports 22378.9 1 Stormguard Fiberglass Side -Hinged 1 8'-0" Opaque O/S Single Door 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 Building Code, Including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x V-0" max nominal size. Hurricane protective system Is NOT required. See DWG-MA-FLO171 for anchor details and water performance where required. Yes Certification Agency Certificate FL22378 RS C CAC NI007077 08 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R5 II FL0171.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R5 AE 514009A.odf FL22378 R5 AE 514013A odf Created by Independent Third Party: Yes 22378.10 I.Storinguard Fiberglass Side -Hinged 1 8'-0" Opaque 1/S Single or Double Door w/ or w/o Sidelites 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. Certification Agency Certificate FL22378 R5 C CAC N1007077 08 .odF Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 RS 11 FL0171.mdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Yes 22378.11 Stormguard Fiberglass Side -Hinged 8'-0" Opaque CIS Single or Double Door w/ or w/o Sidelites Door Unl[ Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL22378 R5 C CAC Ni007077.08 .pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9`/`2fK... 1 /13/2019 Florida Building Code Online r Page 4 of 4 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use In locations adhering to the Florida F02378 R5 II FL0171.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 Parry: pressvrES llstecl-12`0`x'W-0`max-nominalsize.. Hurricane— EvaluationReports-- _ protective system is NOT required. See DWG-MA-FL0171 for FL22378 R5 AE 5140076odf anchor details and water performance where required. FL22378 R5 AE 5140116.Ddf Created by Independent Third Party: Yes 22378.12 Stormguard Fiberglass Side -Hinged 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R5 C CAC N1007077.04 .odf Approved Tdr'L!Woutsrde HVHZ-Yes Quality Assurance Contract Expiration Date 4 Impact Resistant: Yes 12/31/2020 Design Pressure:-+43/-47 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL22378 R5 II FL0173.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' It 8'-0' max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FL0173 for FL22378 RS AE 514007A.odf anchor details and water performance where required. FL22378 R5 AE 514011A.Ddf Created by Independent Third Party: Yes 22378.13 Stormguard Fiberglass Side -Hinged 8'-0" Impact Glazed CIS Single or Double Door w/ or w/o Door Unit Sitleli[es Limps of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL22378 R5 C CAC N1007077.04 .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 RS II FL0173.adf 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-FL0173 for FL22378 R5 AE 5140078.odf anchor detalls and water performance where required. FL22378 115 AE 514011A df Created by Independent Third Party: Yes Back Nert Coated Us :: 160, B,l, Stone Build -Tallahassee FL 32399 Pbene: 850-487-11124 The State of Heads Is an AA/EW employer. Copyright 2007-20 3 s :: Privacy statement:: Accessibility Statement :: Refund statement Under Flonda 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 mall. If you have any questions, please contact 850.4a7.1395. wPumuant to section 455.275 (1), placid. Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address If they have one. Tie emalts 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 ran be made available to the public. To determine If you are a licensee under chapter ass, F.S., please click h4rL. Product Approval Accepts: ®WM nRE ® https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgs3M6m90/02fK... 1/13/2019 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI007077 1955 Powis Road Certification Date: 05/22/200 West Chicago, IL 60185 Expiration Date: 12/31/202 Revision Date: 05/02/201; Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame or Worldwide Composite Frame3 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 listi ng 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 Peport Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X 1/S Glazed TO" X 6'8" +551-55 0 psf Yes NCfL-210-3389-I/ATLNC 1203.01-14/ATLNC 1012.0176 Single An hor Detailsanel NlA FSize: L0172-07/W81807 X 0/S Glazed 3'0" x 6'8" +551-55 3.75 psf/ 6.0 psf Yes NCfL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-I6 Single 8.25 psf 2/9.0 psf4 Maximum Panel Size: 3'0" x 6.8" 7.5 psfI Anchor Details-MA-FLO172-07/W-1807/W-183 /W-1860 XX I/S Glazed 6'0" x 6'8" +501-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double Maximum Panel Size: 3'0"x6'8" Anchor Details-MA-FL0172-07/W-18 7 XX O/S Glazed 6'0" x 6'8" +551-55 3.75 psf/ 6.0 psf t Yes NCTL.210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double 8.25 psf 2/8.25 psf 4 Maximum Panel Size: 3.0" x 6.8" Anchor Details-MA-FLO172-07/W-1807/W.1835 XO/OX us Glazed Door 6'0" x 6'8" +551-55 0 psf Door -Yes NCI'L-210-3389.1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3.0" x 6.8" Anchor Details-MA-FLO172-07/W-1807 XO/OX O/S Glazed Door 6'0" x 6'8" +551-55 3.75 psf/ 6.0 psf Door -Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf'/9.0 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FLO 172-07/W-1807/ -1835 GXG I/S Glazed Door 9'0" x 6'8" +551-55 0 psf Door -Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC11012.01-16 w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel sSingle Anchor Details WA F1L0172-07/W81607 OXO O/S Glazed Door 910" x 61" +551-55 3.75 psf/ 6.0 psf i Door -Yes NCTL-210-3389-1/ATLNC I203.01-14/ATLNC 1012.01-16 Maximum Panel Size: 3.0^ 1 6'8Single w/Sidelites Glazed Sidelites 8.25 psf'/9.0 psf" Sidelite-Yes x807/ Anchor Demils-MA-FL0172-07/W-1807/ -1835 OXXO US Glazed Doors 12'6" x 6'8" +501-55 0 psf Door -Yes NCTL-210-3389.1/ATLNC 1203.01-14/ATLNq 1012.01-16 Double w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" I Anchor Details-MA-FLO172.07/W-1807 OXXO O/S Glazed Doors 12'6" x 6'8" +55/-55 3.75 psf/ 6.0 psf t Door -Yes NCfL-210-3389-1/ATLNC 1203.01-14/ATLNq 1012.01-16 - Double w/Sidelites Glazed Sidelites 8.25 psf'/8.25 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 6.8" I Anchor Demils-MA-FLO172-07/W-1807/W-1835 I -Denotes Meries Threshold Design 2 -Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denates HP Outswmg Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NANH AUTHORIZED SIGNATURE: 111� MASONITE. STORMGUARD FIBERGLASS DOOR UNIT 6'-6' DOUBLE DOOR WITH / WITHOUT SIDELITES .GENERAL NOTES I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED DY 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 E64. 4. PLASTICS TESTINO: SELF IGNRION TEMP I'.. ASTM'DI929 I 752 > fi50 'F 'F "'842 `F > 650 'F RATE OF BURNING -ASTM D635 056' IN MIN 1.21 IN 6IN SMOKE DENSITY ASTM D2843 . 53.4% 70.2% TENSILE STRENGTH' � ASTM D538 3.2% RIFF -1.8% DIFF S. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TGCf IIFC(`RIR11lMI I1GGIf.IJLT 111U R1111T SELF IGNITION TEMP' ASTM D1929 779 'F > 00 'F RATE OF BURNING 'ASTM D635 0.0 IN MIN - 'SMOKE DENSITY Iiiii ASTM D2843 39.09 TENSILE STRENGTH- 'IASTM DOS 1 3.6% DIFF COMPARATNE TENSILE STRENGTH AFTER WEATHERING 4WD HOURS XENON ARC METHOD 1 rrr: rrr: �1 CONFlG M WIDTH X 375 xx 7 ox 01 xo _..7s- OX O /49 TABLE OF CONTENTS SHEET #1 DESCRIPTION 1 ICAL ELEVATIONS & GENERAL NOTES 2 - ANCHORING LOCATONS& DETAILS 3 ANCHORINGLOCATIONS. & DETAILS -- 149' MAX. OVERALL FRAME W1DIH 21" MAX . 36.375" MAX. 37.5" MAX. D.L.O. .' PANEL WIDTH FRAME WIDTH W/ASTRAGAL I IQ 4ti 1 Y 0 axy -I 1 Ll 4 rr rrr• r. _1. rrr-III - J11. r_y_ DOUBLE DOOR UNIT WISIDELTES STRUCTURAL DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE NSWING ALL OUTS G INSWING S -SERIES 0 S HP 0 S T4 HIGH DAM 0 S + .0 55.0 +5 0 5.0 N A -_- .0. +400.. -40.0 + D.0 -5D.0 +55. - .550 +55.0 5.0 +50.0 -55. .+ 0 55.0 • N A .0 +40.0 --40.0 +55.0 .0 1+55.0 55.0 +55.0 10-.. +55.0 5 .0 + 0. '_ 55.0 N A.0 +40.0 -40. N A + 00 5.0 _550 -55.0 A .0 +40.0 -40.0 N I *i W. I n 3' SEE DEN '0' 3' #8 x 2" #8 x 2" INSWING l jtL .•_� #10 x 5/8" #10 x 5/8" *#lO#10 x 2-1/2"10 x 1" #10 x 5/8" DETAIL "C" 1: 2' T Z-SERIESZ-SERIES O/S THRESHOLDTHRESHOLD 0.962'1 T BUMPER O/S.THRESHOLD. 1.75' � 1.047" T HIGH DAM 0/S THRESHOLD DETAIL ..'.E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 A37' c T ALP OfS THRESHOLD 10 N 0 6' EE DETAIL C. 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F ASTRAGAL, W-110-1 .sr r Imurzv aAn 4111' MN 91R>b114�£D RfYA➢K �3FI amr svw pa lo-nwA9 mwruuq 6,31' 15R SRY]I1am "F-. SP,ILP. a ,• a TYPICAL GLAZING DETAIL IMPACT RATED QLM 1• f91A1m WV »• xw mmcuom AAm• su]p lea o-lm, ]Il wnmz Ssmr tremw) 41N' lal 91POI11101m f-.41 N• IEIR- ove me ••4jG-,. G AAmrs u4..n � 6LIEWATE (MPACT GLAZING DETAIL RATED C.LA55 m: a SEE DETAIL 'C' SIR. 2 �pp 04�nbW11 1' 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 0 N < 1 u w a SEE DETAIL } 'D' SHT. 2 0 w rc O E � � a C 6• _ _ 6. 3. 3. W a N 0 w - - w D o r - v 6 —1 6. 1. KWIKSEf SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. tzs'; 2. 4" X 4" FULL MORTISE BUTT HINGES. MIN o • R _ 5' MAX SHIN 1 1.25 R Cl. MIN —022K5' SHIM TYPICAL MASONRY CL- (- ANCHOR INSTALLATION ".'* 1X BUCK MASONRY 150.T ANCHOR INSTALLATION M 17R%2' CORRUGATED #IOX2• WOOD SCREW 3' ROM EACH END 6' FROM EACH END AND 7' OC AND 12' OC ACC lA CAU An CAULK CL I COMBINATION WOOD COMBINATION WOO MULLION (BOXED) MULLION (BOXED) 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM DFdA2x5 (3� Y1=-1 2' SHIM 0 D SCR ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHENEMENT - EACH END OF 1-1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL -I 1L.MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO o TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD MULLION (CHS) (%bD SCREWS" EACH END INTEGRAL WW MULLION (CHS) to U p O O�J Q V7 O or. U CL PH � U Z 0) y uJ 3