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HomeMy WebLinkAboutProduct Approval i erglass Sideli# Performance based on assembled units utilizing Masonite sidel'fte panels,typical door lites, NFRC default wood frame and sills. PERFORMANCEENERGY LEFoctor(Btu/hr-ff2-°F)/Solar Heat Gain Coefficient(SHGC) PRODUCT DESCRIPTION 1/4 Lite 1/2 Lite 3/4 Lite Full Lite DEFAULT FRAPA 565 in' 5350 in' <_460 in' >460 in' Decorative IG N/A 0.22 / 0.10 0.25 / 0.13 0.28 / 0.17 (Glass Type 0). Decorative IG with LowE/Argon N/A N/A 0.24 / 0.11 0.26 / 0.15 Glass Type Impact Decorative IG N/A 0.22 / 0.08 0.25 / 0.11 0.28 / 0.14 (Glass Type 0)' . Impact Dual Pane Glass TypeM Y) N/A 0.22 / 0.09 0.24 / 0.12 0.26 / 0.15 Impact Clear IG N/A 0.23 / 0.09 0.26 / 0.12 0.29 / 0.16 Gloss Type x)• ' Blinds Dual Pane Clear (GJassTYPe1B)' N/A 0.23 / 0.11 0.27 / 0.15 0.31 / 0.19 / .8IiPdS&Wane LowE N/A 0.23 / 0.06 0.25 / 0.08 \ T LowE/Argon Dual Pane 1' N/A 0:22 / 0.06 0.24 / 0.08 0.27 / 0.10 '.(Glass Type D). _ LowE/Argon Dual Pane 1with Grids N/A 0.22 / 0.06 0.24 / 0.07 0.27 / 0.10 (Glass Type D).. LowE Dual Pane 1" N/A 0.22 / 0.09 0.25 / 0.12 0.28 / 0.16 (Glass Type Lows Dual Pane With Grids 1• (Glass Type N)• N/A 0.22 / 0.09 0.25 / 0.12 0.28 / 0.15 Clear IG 1/21 N/A 0.24 / 0.11 0.27 / 0.15 0.31 / 0.18 (Glass Type T)•" Clear with Grids 1/21 N/A 0.25 / 0.10 0.27 / 0.14 0.31 / 0.18 (Gkrss.Twe T)• Clear IG 1• N/A Glass Type.,. 0.24 / 0.19 0.26 / 0.15 0.30 / 0.19 . Clear IG With Grids 1. N/A 0.24 / 0.10 0.26 / 0.14 0.30 / 0.18 Glass Type T)• Air Leakage 50.3 cfm/f' Note:Bold values meets Ufactor and SHGC ENERGY STAR qualification criteria in all 50 states Test Report#STN14008-JM 'See Product Code Structure FILE. COmVY ?e)e In ) CaB) Energy performance values have been established in accordance with International Energy Conservation Code(IECC); U-factors determined in accordance to NERC 100&SHGC values determined in accordance to NFRC 200. Based on 16•max sidelite width. c \U Oiv wntlnu'up GaOrua of Did ImGmuemenf mates spetlfimtlms,design and pmducl ddall wbletl to Mange wi1Mu1 notice. ©2014 Masonite International Corporation.All Rights Reserved. 7114 i ,� ,ibelrcllalss Door Performance based on assembled door units utilizing Masonite door panels,typical door lues, NFRC default wood frame and sills. PERFORMANCEENERGY LI-Factor(Btu/hr--m°F)/Solar Heat Gain Coefficient(SHGC) N 6 U 'n PRODUCT DESCRIPTION 114 Lite 1/2 Ute 3/4 lite Full Lite DEFAULT FRAME 5400 in' 5900 in' 51100 in' >1100 in' Decorative IG 0.20 / 0.08 0.23 / 0.15 0.26 / 0.20 0.29 / 0.27 (Glass Type 0)' . Decorative IG with LowE/Argon N/A N/A 0.22 / 0.18 0.2S / 0.24 (Glass Type Iq, Impact Decorative IG 0.20 / 0.07 0.24/ 0.13 0.27 / 0.17 0.31 / 0.23 (Gf=Type 0)... . Impact pe y)'Dual Pane Glass Type 0.20 / 0.08 0.23 / 0.15 0.25 / 0.20 0.2Q/0.27 Impact Clear IG 0.21 / 0.10 0.26/ 0.16 0.29 / 0.22 0.34 /0.29 (Gi,=TyM x). .. Blinds Dual Pane Clear N/A 0.27 / 0.19 0.31 / 0.26 0.36 / 0.34 (Glass TypB TB)•:. :: ' Minds°`ia'Pa wE N/A 0.24/ 0.10 0.26 / 0.13 Gloss ype GB) LowE/Argon Dual Pane 1' N/A 0.22 / 0.10 0.24 / 0.13 0.26 / 0.17 pas,Type D)' LowE/Argon Dual Pane 11'with Grids N/A 0.22 / 0.09 0.24 / 0.12 0.26 / 0.15 .Gk=.Ty�e D). .. LowEDual Pane 1 (Glass Type M) • 0.20 / 0.09 0.24/ 0.16 0.27 / 0.21 0.30 / 0.28 Gla Low Type N7)• (Gla Dual Pone with Grids 1 (Glass • 0.20 / 0.08 0.24/ 0.14 0.27 / 0.19 0.30 / 0.25 . Clear IG 1/2" 0.22 / 0.10 0.28 / 0.19 0.32 / 0.26 0.37 / 0.34 (Glass Type T)• Clear with Grids 1/2" 0.22 / 0.09 0.28 / 0.17 0.33 / 0.22 0.38 / 0.30 (Glass TWO T) Clear IG 1• 0.22 10.10 0.27 /0.19 0.30 / 0.26 0.35 / 0.34 Glass Type . Clear IG With Grids 1' 0.22 / 0.09 0,27 / 0.17 0.30 / 0.22 0.35 / 0.30 Gk*s Type . LowEVent Ute N/A 0.23 / 0.07 N/A N/A (Glass Type.D)'. . Clear vent Lite N/A 0.26/0.12 N/A N/A (Gk-Type T)• . Flush or Embossed(Opaque) 0.1S1 0.01 Air Leakage 50.3 cfm/ft' Note:Bold values meet ENERGY STAR U factor and SHGC qualification criteria in all 50 states Test Report#STN14007 JM 'See Product Code Structure Energy performance values have been established in accordance with International Energy Conservation Code(IECC); m Ufactors determined in accordance to NFRC 100&SHGC values determined in accordance to NFRC 200. r. Based on 2'0"door unit width or greater(no sidelites). c+ ti OurmNlnuing 7a8nun of Product Imgwemenf makes spedficatbns,design and ptodut detail subject to dgnpa without notice. ©2014 Masonite Intemational Corporation.All Rights Reserved. 7114 ���'tt��'i''hT��cae1�'.�--t��r•.y a� �^ern a��'� ss�,,., ok war �y�� {X�°",��" .. 3.A.�-•�-�"�-•-.� -•�- �'._ � r..1 s IL.S-..z �r s•' .� -,-.-� � � i' t�.y�a�g°'� `r, SCIS Horne Log In User Registration Hat Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Business,: Professional -�Product Approval `4 �.uW USER:Public User \; D >argnu _ Sesrch>tionhcauo_List>Appli®tion Detail .w.'r.. FL# FL8228-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email 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, Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGE V X QwtDquftCwaMPtp3 Tq... 7/1/2015 i Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products FL# Model,Number or Name Description 8228.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S and 0/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900_Ot_pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +85.0/-85.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 Ii FLOi6ODx odf Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed.3'-0"x Evaluation Reports 6'-8"max nominal size. Hurricane protective system FL8228 R7 AE 504A.OdF required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes Region.See DWG-MA-FLO160-07 for additional Information. 8228.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL6228 R7 C CAC NIO06900.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 11 FL0161Dx.gdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed.3'-0"x Evaluation Reports 8'-0"max nominal size. Hurricane protective system FL8228 R7 AE 503A.pdf required In HVHZ, but not required In the Wind Borne Debris Created by Independent Third Party: Yes Region.See DWG-MA-FLO161-07 for additional Information. ___J 8228.3 Fiberglass Side-Hinged Door Unit 6-8"Opaque Inswing Single or Double Door w/or w/o _ Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F!_8228 R7 C CAC N1006900_0i.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 Ii FL0160Dx.Odf Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 6'-8"max nominal size. Hurricane protective system FL8228 R7 AE 502A.Odf required In.HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes Region.See DWG-MA-FLO160-07 for additional Information. 8228.4Fiberglass Side-Hinged Door Unit 6'-8"Opaque Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900.01.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 FL8228 R7 1I FL0160Dx.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 6'-8"max nominal size. Hurricane protective system FL-8228 R7 AE 502A odf required in HVHZ,but not required In the Wind Borne Debris Created by Independent Third Party:Yes Region.See DWG-MA-FLO160-07 for additional Information. 8228.5 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900 02odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other:Evaluated for use In locations adhering to the FL8228 R7 fI FL0161Dx Odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaM 'tp3Tq... 7/1/2015 Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 8'-0"max nominal size.Hurricane protective system FL8228 R7 AE 501A.Ddf required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes Region.See DWG-MA-FLO161-07 for additional Information. __[ 8228.6 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL922.8 R7_C CAC N1006900.02.Ddf 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 FL8228 R7 II FL0161Dx.DdF Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 8'-0"max nominal size. Hurricane protective system FL8228 R7 AE 501A.DciF required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party: Yes Region.See DWG-MA-FLO161-07 for additional Information. 8228.7 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900.03.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure: +52.0/-52.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 11 FL0162Dx.pdf Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports eDGnominal size.Hurricane protective system FL8228 R7 AE 502A.Ddf VHZ and the Wind Borne Debris Region.See Created by Independent Third Party: Yes 0162-07 for additional Information. Fiberglass Side-Hinged Door Unit 6'-8"Glazed Outswing Single or Double Door w/or w/o Sidelites se Certification Agency Certificate / Approved for use In HVHZ:Yes F1_8228 R7 C CAC N1006900 03 odf 1! Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 �q `~ Design Pressure: +55.0/-55.0 Installation Instructions L` Other.Evaluated for use in locations adhering to the FL8228 R7 II FL0162Dx.udf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 6'-8"max nominal size. Hurricane protective system FL8228 R7 AE 502A.Ddf required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party: Yes DWG-MA-FLO162-07 for additional Information. 8228.9 Fiberglass Side-Hinged Door Unit 8'-0"Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900 C4 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 F.7 11 FL0163Dx Dd` Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 8'-0"max nominal size.Hurricane protective system FL8228 R7 AE 501A.0f required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party:Yes DWG-MA-FLO163-07 for additional Information. 8228.10 j Fiberglass Side-Hinged Door Unit 8'-0"Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900 04 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +43.0/-47.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 tt FL0163Dx odf Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 8'-0"max nominal size.Hurricane protective system FL8228 R7 AE 501A.13df Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tq... 7/1/2015 NOTICE OF .PRODUCT CERTIFICATION Company: asonite Interna • tional Corporation Certification No:: NI006900.03 1955 Powis Road Certification Date: 01/14/20117 } VV estChicaaobL 60185 Expiration Date: 12/31/20:1.4 1.I Rex�isi'on!late: 09/27/2011 Product: Fiberglass Glazed I fssving'or Ontswing Door w/and 8v10 Non-Impact Rated Sidelites(w/Wood zgw Frame unless-noted) SOectfieations Tested:To. TAS 202-94IAS'rM E330 The'Notice of°Prod.uct Certification''is only valid if the'NtAN'll Certification Label has been applied to the:product its described within this'document. The certification label represents"product conformity,ta'the ipplicable.specificttion anti.tliat:aii eertifica#ion criteria has been satisfied.. This•product has been approved for listing within N.AMI°s Certified Product.Lists.na:at-w -w.Namicertificatiou':com, NAiV1:Ps Certification Program is:amredited'b .The:Anlerican.Natioual.Standards,Institute(ANSI).. Inswing, Glazed structural water Missile t Test Report-Number Configurationor or Maximum Design Test. Impact Drawing Nuiinber& ? Outswing. Opaque Size i Pressure Pressure Rated Comments (' I/S' Glazed 0 x"618" 1 +52.f_52 2 86'psf 1 No NCTL.'21Om3108 lo'C fLA 805w-2 arr sj Slttgle 11au a Panel Sizi. 3 4 X 6.8" -:anchor Dctifl MA-(•!_0162-07 1�17 OSGlazed 3 0. 6 8" ( l5 ??_� 6 00'.pSfNoNCTL-210-3108 1 C !rje I 8.25) psf* �1a»mum Pana Srie: t} x G S" t 111 I Yl 6vr Dctail M A-Fl 016207 XX l,'S Glaaett 6 0" c'•G'8" X521-52 2:$6;psf No �;GM-210-3108 t c�i a 805 -2' Mairnitirn Pasta Size: 3l0-'x 6'8" a o'[ible Anehor Detail4WA1 1•f 0162.07 XX O%S. Glazed ( 6 0"x¢'8" 55!-55 6.00,psf NoNUL-210-3108-UC.lrL�405«'-2 i,,Ixdmum Panel Size:Y 6 x 6WI Daiible 8:25 psf' ,Anefior betarl MA-C10i6?,07 XO O; I,'S' Glazed Door 6'0'' c WS" 52/-12 2 86 psf Door Ivci tiCTL Z•10-3108 1'GTL sos '2 Sidellte. 0taximtm Parc]Srce: 0 Y f'&" Singh %0Sideii�e Glazed Sidelite, AnchorPetail NIA-FL6162 07 ?CO!U.X O'S Glazed Door 6'0"x:6'8" +551-S5 6.00.."psf Door-No. `CIL 3tA-3108 1 CYi n 8i7 tti=z sikele w/Sidel"rtes; Glazed Si!elite I 8.75 psf* 5idelite-\Fo larimmn etuel .Inc}i�ir'[)etar 1 4LA-F 1.0162-0?- OXQ L'S Glazed Door 9'0>'z`6'$" i2�=;2.: 2.86;'psf Door.=No I CTt:210-3108-1?7. sfl., . t_,j"Im m panel Size:3'0"♦618" Single. tSidelites Glazed Sidelites Sidelites=No:. ,chor't)etati.�i�t-f[.016? lfi 'XO, q$: Glazed.Door 9 Q''•x_6 3't 3 541-5S 6 OQ'psf, Door'.- a. NC11.2t Panel]izc!] a 80NN'-? Single� `Sidelites'. Glazed Side'liteg ,8;25 pp* Sidelites-No (axiniii�ri Panel Sias +o 'x 6'8`' Anchor DelaiI41A-110163707 OXXIO" IS Glazed boors 12'6" 'S'8" = 2'-52' 2.S6 psf 'Doors-No i rt 2to-_]o5 1 C'11��so�t�r=2 anmum.l�ancl Sue.: 0 6'8 Doub16,�v/Sitlel.ites, f Glazed Sidelites S,idelrtes- o. AiiohOr.t3�tttrl MA-FLOt6''G7 _ tXXO O/S Glazed Doors l2>6'x G;8" 55=`.-55 6 00 psf Doors=No N "1L?:1 .• io t i 1 sou'-2` I�ouEile�v;Sidehfes Glazed Sidelites . 8:25 psi'* Sidelites-Na: M txrmum P,,m'4 Si72:3 0 x fi:8'. Anc r,l�einii-ltitA-F1016 -117 "Dcggtes,IligIt,Dam'Threshold Desi National:Acerediiation&Management Institute,Jtfc./4794 George Washington Meinsoriat i hweav, a. s.,x A,'23072 Telt(804)684=5124/Fax,. (804)684 5122 , NAN1 1.I AUTkIORIZED SIGNATURE: Lr) .', 149"MAX. OVERALL FRAME WIDTH Cc - (SLC C) q O 21" MAX 36.375" MAX. ¢� SIDE-HINGED FIBERGLASS DOOR UNIT 37.5" MAX. ¢ O D.L.O. -PANEL WIDTH FRAME WIDTH Z J 6'8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL O GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO U3 O¢ THE FLORIDA BUILDING CODE AND WHERE PRESSURE I-- tL U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. o I-.If)J 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), p� HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. a O 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, >C ¢ W EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON w w PANELS WITH IMPACT GLASS. BUT IS REQUIRED ON PANELS = p z WITH NON-IMPACT GLASS. 'o a 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. o og$ S. PLASTICS TESTING OF FIBERGLASS FACING: o TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > 650 m,-„ RATE OF BURNING ASTM D635 0.56 IN MIN w z ayain�w o mw in_ca SMOKE DENSITY ASTM D2843 53.47, - a m m TENSILE STRENGTH- ASTM 0638 3.27. DIFF w �W O 6. PLASTICS TESTING OF LITE FRAME MATERIAL: o � TEST DESCRIPTION DESIGNATION RESULT DOUBLE DOOR UNIT W/SIDELITES a a SELF IGNRION TE61P AS1M D1929 740 'F> 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN r1dIHflb1 y+y 3 m SMOKE DENSITY ASTM D2843 13.47 00 carlan 0.: M60 Gr+OO-�!Y N TENSILE STRENGTH- I ASTM 0638 -7.507 DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Digo Rwiowed; 9/-7 b, 'O 0 z 4500 HOURS XENON ARC METHOD 1 p- Z 7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13. Ucn w �WwD- g<oR�o U CLInZ W O H N Z WLnC J _ W e e e e O O W ^CJ 11 11 N 0)p SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE M o m a z WHERE WATER INFILTRATION PERFORMANCE IS DATE: 1/5107. TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE �J SHEEP DESCRIPTION CONFlG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• 1/.r (�'T�7 SCALE, N.T.S. X 37.5 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 ��++ DWG.BY: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 c"K.BY: 3 - ANCHORING LOCATIONS & DETAILS 0X0 112.5 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.D KURT BALTHAZOR DRAWING No- OXXO 149 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 FLORIDA P.E. DWG-MA-FL0162-07 • High Dom Threshold Design (/56533 s"Et-r_L or 3 L0 cr - 0 0 6':LSEE DETAIL _ 3. 6"" Q0 .E 3` O cr J F- I I I I I ! II I I I z co I O — I 6. 6., I — 6e 6., N III--- ---III 3„--III o Lo U a a SEE DETAIL -� D" LLJ < a B SEE DETAIL a a SEE DETAIL OA --- .D,. w A n B A B N FI n 4 �a o — z —6" 3" zg m �a 6., 6,. _ _ _ m o l I it I � —Ii —I3 T- 1— o F a 6 SFE DETAIL 6. Adde4mtoRWI N m 00ftftND: Ni6c L a�-iL/ z y8 x 2-1 2'I Re�ier<ed8y. o c2 z . 1f / D2te Rwiew C� /� a wr U �K 1i-w3a ASTRAGAL RETAINER BOLT HOLE 5 0 wx 0 V) MUST BE DRILLED THROUGH cD EL o 0 #10 x 2"" ° THE THRESHOLD & INTO THE =wQ #8 x 2-1/2" STRUCTURE DEEP ENOUGH H �0�o > Li N z a w DETAIL ""E"" ASTRAGAL o� = #10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW m #8 x 2-112" #10 x 3/4" STRIKE PLATE TO FRAME DETAIL "F"" ASTRAGAL 010-O #70 x 5/8"' #10 x 3/4" AS SHOWN. 0Oa 0.124"ANNEALED DECORATIVE INSERT #10 x 2'" (OPTIONAL) DOW 832 0.090"SAFLEX IIIG FRAME / DOOR 0.124"ANNEALED 0124`TEMP• P6% 1-1/2"PHS DETAIL "D" DETAIL "C" TYPICAL •'yAr:.• DATE: 115107 1 DOW 832 ',x t DOW 832 /,I �ypry�• SCALE N.T.S. / 1.375± 0.962"I � 1.75` 11.047"' •:.�A.y:;� Dow e3z •�.'Ar�..,:. Dwc.er: SN/S T FXTERIOR INTERIOR •'' INTFRICR CHK.ar: TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL DRAW NC NO.: -INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASSDWC-MA-FL0162-07 NON—IMPACT GLASS SHEEP 2 OF 3 SEE DETAIL 3 6" `6" 2 000 "E" SHT. 2 3" — OC 3, — 6" � , 3„ 3' �3„ p Qlk IT � V a SEE DETAILII — _ a to"D" SHT. 2 N Z Lo cnI— ® < ¢ �W SEE DETAILw _ v "C" SHT. 2 A w — w 8 0A o_ � A n A a G G H B L 6� I I I II II II II I �o o 3.• —1 3. 3.. F i 818 T c., SEE DETAIL 6•' — 6" F" SHT. 2 6• o o: o_ o_ ATTACHMENT DETAIL }3:3r } 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, N m SIGNED AND SEALED BY LUIS R. LOMAS, PE Z Ln (FLORIDA #62514) WITH THE LOWEST (LEAST) O oz FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND cn � THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDEo a¢co.'rn #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL a I o SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR �ow� N LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULE Nza ej 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE l. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o _� FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. o o w CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. '04 o AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50'7— 1.25" o v m a o ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN I 025^ MIN I t' —0.25^ Z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIM ItLMSIIWNAMI DATE 1/5/07 MINIMUM EMBEDMENT OF 1-1/4". I x. Celkdmtk.: N1acG4ac-��� SCALe CL— �— CL—I �— N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO f�" eR�Rwiwed ����:a Dwc.er: SWs TRANSFER LOADS TO STRUCTURE. CHH,6Y: 5. M?NIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DNAWWG NO.: TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FL0162-D7 ANCHOR INSTALLATION ANCHOR INSTALLATION SHEET 3 OF 3