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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS I a xy i 3 . r( v'4 :i 1 n §5 � i BCIS Home i Log In i User Registration ! HoDTopics s Submit Surcharge Stats&Facts Publications Contact us BCIS Site Map' Unks I Search. Florida ,,� ' Product Approval u- USER:Public User - i Product Approval Menu>Product or Application Search>Appiication List>Application Detail FL# FL22513-R3 I File Colo � $ Application Type Revision ' Code Version 2020 I i Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments ✓q� Comments ®®�i{�i ,�� l- y��0 Archived RE IGtlPi ED tl- CODE COMPLIANCE Product Manufacturer Masonite International �+ p� /� Address/Phone/Email 1955 Powis Road S 1T. L VIE COUNTY West Chicago,IL 60185 ^//�� )� (800)663-3667 ) BOCC qll/ `�1 sschreiber@mason ite.l om Authorized Signature Steve Schreiber sschreiber@masonite.com i Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email i I I � Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute i I Referenced Standard and Year(of Standard) Standard I ! Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/06/2020 I i Date Validated 11/09/2020 Date Pending FBC Approval i i I j Date Approved 11/17/2020 summary of Products FL# Model,Number or Name Description �I 122513.1 HPC Wood-edge Steel Side-Hinged V-8"Glazed I/S or O/S Single or Double Door w/or w/o Door Unit Sidelites Limits of Use Certification Agency CeAificate Approved for use in HVHZ:Yes F02513 1113 C CAC NI0 h747.01-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 11 f Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 iR3 II FL0212.pdf Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created b'y Independent Third Party: f pressures listed. 12'-0"x 6'-8"max nominal size.When impact Evaluation Reports resistance is required,hurricane protective system is required. FL22513 `R3 AE 5140088.Pdf Door top rails stamped"HPC".See DWG-MA-FL0212 for details. Created by Independent Third Party:Yes 122513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opagiue I/S or O/S Sias gle Door Unit Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI01b747.04-R1-pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.p f Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 8'-0"max nominal size.When impact Evaluation Reports. resistance is required,hurricane protective system not EL22513 R3 AE 514009B1pdf i required. See DWG-MA-FL0215 for details. Created by Independent Tliird Party: Yes 22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single orDouble Door w/or w/o Sidelites Unit Limits of Use Certification Agency Cert,'ificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747 04-Ri.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 ; Design Pressure: +45/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.pdf Building Code,including the High Velocity Hurricane Zone,and Verified By,: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When impact Evaluation Reports resistance is required,hurricane protective system not required FL22513 R3 AE 514007BIpdf on opaque panels,but is required on glazed sidelites.See Created by'Independent Third Party:Yes DWG-MA-FLO215 for details. dl 22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or!I ouble Door w/or w/o Sidelites Unit i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747.04-Rl.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 Design Pressure: +50/-45 Installation instructions{ Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.pdf Building Code,including the High Velocity Hurricane Zone,and Verified By' National Accreditation&Management Institute where pressure requirements do not exceed the design Created byl Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When impact Evaluations Reports resistance is required,hurricane protective system not required FL22513 R3 AE 514007B.pdf on opaque panels,but is required on glazed sidelites. See Created by Independent Third Party: Yes I DWG-MA-FL0215 for details. it ! 22513.5 Wood-edge Steel Side-Hinged Door 8'-0"3/4-Lite Glazed I/S or Q/S Single or Double Door w/or Unit w/o Sidelites II Limits of Use Certification Agency Certifcate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747.06-R1.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact.Resistant: No 06/30/2025 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0217.pdfi Building Code, including the High Velocity Hurricane Zone,and Verified By National Accreditation&Management Institute ' where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When impact Evaluation I Reports �11 resistance is required,hurricane protective system is required. FL22513 R3 AE 514007B.pdf See DWG-MA-FL0217 for details.- Created by(Independent Thud Party:Yes ,' r513.6 Wood-edge Steel Side-Hinged Door 6'=8"Opaque I/S or O/S Single Door . I { Unit i i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1 22513 IR3 C CAC NI013747-112.12-df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 Design Pressure: +70/-70 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513_ �R3 II FL0211-pdf Building Code,including the High Velocity Hurricane Zone;and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed.3'-0"x 6'-8"max nominal size.When impact Evaluation Reports it resistance is required,hurricane protective system not FL22513 R3 AE 5140108.pdf required.See DWG-MA-FL0211 for details. Created by Independent Third Party:Yes -_—.--- -^...__. 1 22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or 0/S Siii gle or Double Door w/or w/o Unit Sidelites l Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI01,3747-R2.pdf Approved for use outside HVHZ:Yes Quality.Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 l Design Pressure:+55/-55 Installation Instructions. Other:Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0211.pdf Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent*rd Party: pressures listed. 12'-0"x 6'-8"max nominal size.When impact Evaluation Reports resistance is required,hurricane protective system not required FL22513 R3 AE 514008B'.pdf on opaque panels,but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0211 for details. I o 22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-dte Glazed I/S orj0/S Single or Double Door w/or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747.03-R2.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 143 II FL0214.pdf Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created byi Independent T Ord Party: pressures listed. 12'-0"x 6'-8"max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 514008B.pdf See DWG-MA-FL0214 for details. Created byl Independent Third Party:Yes I 'eack f3ezt ' i I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 i 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 plublic-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: MI'Mr-04 ® 0E Credit Card Safe i II l ; i �I i iI IR BCIS Home Log In ! User Registration ` Hot Topic Submit Surcharge I Stats&Facts 'IPublications Contact Us BCIS Site Map '- Unks I Search b uuu►►► Product Approval ft USER:Public Usery Product Approval Menu>Product or Application Search I �O'EYou can search for products by FL number or by any search criteria. Each criteria selected narrows the scope of your search so be A�...�.�.E sure to start broad by selecting only one or two criteria.If you have the FL#,enter the FL#and the appropriate code version of the application and click search. If you are seeking the FL#(State Product Approval Number),select the product manufacturer and the code version and click search. Please note that the code version is the 2020 Florida Building Code which became effective Dec tuber 31,2020. Some searches may require you to select more than one criteria to limit large system searches. i Search Criteria, I 1 Application I - I Generate Output #HTML O Crystal Report Code Version 2020 I !FL# FL 22513.8 (Application:#####or Product: Application Type (Select All) v I (Product Manufacturer (Select All) v '!Category (Select All) v j i Subcategory (Select All) Application Status (Select All) v Compliance Method (Select All) v Quality Assurance Entity ! Contract Expired C I I ! I i Product i i ! iProduct Model, Number or Name I Product Description i Approved for use in HVHZ (Select All) v Approved for use outside HVHZ (Select All) v I Impact Resistant (Select All) v i Design Pressure + /- ON/A I (� Other I i Clear I Search i i 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 il Under Florida law,email addresses are public records.If you do not want your e-mail address released lin 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: © =9 Mi, Credit Card Safe j I I I I T 13: g` i� y BCIS Home Log - 'I• In :,UserRe Istration 'ry Hot Topics s Submit Surchar e. Statr&Facts Publications Contact Us :a BCIS Site 9 P 9 - i Map � Links I'.Starch Florida r Product Approval USER:Public User - i Product Approval Menu>Product or Application Search>Application List ' .�, Search Criteria - Refine Search I I Code Version 2020 FL# 22513.8 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ` ALL Application Status ALL Compliance Method ALL i Quality Assurance Entity ALL Quality Assurance Entity Con i tract Expired ALL Product Model,Number or Name ALL Product Description ALL I Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-A plications . FL# Type Manufacturer Validated By Status FL22513- Revision Masonite International , Natio na 1]Accreditation& Approved R3 FL#: FL22513.8 Management Institute History- Model:Wood-edge Steel Side-Hinged Door Unit (804)684-5124 Description:6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or w/o Sidelites Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies j 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 I The State of Florida is an AA/EEO employer. yright 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 relealsed 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 fan 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 CA ® 9 M Credit Card Safe { i I i NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI013747.03-R2 1955 Powis Road Certification Date: 06/08/2017 . F * � West Chicago,IL 60185 Expiration Date: 06/30/2025 Revision Date: 07/27/2020 Product: Wood-Edge Steel 3/4-Lite or Less Glazed Inswing or Outswing Door w/Full-Cite or Less Non-Impact Rated Sidelites(w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E330-02 Glazing: Insulating Glass(Tempered) 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.coin. NAMI's Certification Pro ram is accredited b The American National Standards Institute(ANSI). Inswing Glazed Structural Water Test Report Number Configuration or or Maximum Design Test Drawing Number& Outswing O a ue Size Pressure Pressure Comments X US Glazed 3'0"x 6'8" +50/-50 0 psf NCTL-110-19469-1 Single 3/4-Lite Max Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0214-17 X O/S Glazed 3'0"x 6'8" +50/-50 3.0 psf' NCTL-110-19469-1/W-1857 Single 3/4-Cite Max 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 pSf3.4.5 AnchorDetails-DWG-MA-FL0214-17 X US Glazed 3'0"x 6'8" +501-50 0 psf NCTL-210-3461-1/W-1857 Single Ventlite Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0214-07 X O/S Glazed TO"x 6'8" +50/-50 0 psf NCTL-210-3461-1/W-1857 Single Ventlite Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0214-07 XX US Glazed 6'0"x 6'8" +50/-50 0 psf NCTL-110-19469-1 Double 3/4-Lite Max Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0214-17 XX O/S Glazed 6'0"x 6'8" +501-50 3.0 psf NCTL-110-19469-1 Double 3/4-Lite Max 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0214-17 XO/OX US Glazed 6'0"x 6'8" +50/-50. 0 psf NCTL-110-19469,1 Single w/Sidelite 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Cite-Max-S/L -- _ _____ _ AnchorDetails-DWG-MA=FL0214=17-- - — XO/OX O/S Glazed 6'0"x 6'8" +50/-50 3.0 psf' NCTL 110-19469-1 Single w/Sidelite 3/4-Lice Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FL0214-17 OXO US Glazed 9'0"x 6'8" +501-50 0 psf NCTL-110-19469-1 Single w/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17 OXO --01S Glazed 9'0'=x-6'8" +50l-50 10psf-' NCTL-110-19469=1 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Single wlSidelites 3/4-Cite Max Door Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FL0214-17 OXXO US Glazed 12'4"x 6'8" +50/-50 0 psf NCTL-110-19469-1 Double w/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:,3'0"x 6'8" Full-Lite Max SfL Anchor Details-DWG-MA-FL0214-17 OXXO O/S Glazed 12'4"x 6'8" +50/-50 3.0 psf' NCTL-110-19469-1 Double w/Sidelites 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Full-Cite Max S/L 7.50 psf' Anchor Details-DWG-MA-FL0214-17 1-Denotes Bumper Outswing Threshold 2-Denotes Z-Serles Outswiug Threshold 3-HI-Dam Outswing Threshold 4-Pro T4 Threshold 5-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: ��"�/ 149"MAX. OVERALL FRAME WIDTH MASONITC. n� o 21" MAX 36.375" MAX. 21" MAX 3/4-LITE WOOD-EDGE STEEL DOOR UNIT rD.L.O,— f--PANEL WIDTH D.L.O. 37.5" MAX, Q p 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES i W/ASTRAGAL I FRAME WIDTH tY GENERAL 1407ES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 1 Lu O<C THE FLORIDA BUILDING CODE AND WHERE PRESSURE 1 tL U REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM U DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), 'D w O)1-- HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. `O d cp .-. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, � g-4 W v Ld HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. _ 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 w O z AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. S. PLASTICS TESTING: i! a TEST DESCRIPTION DESIGNATION LITE FRAME • '.y� _ SELF IGNITION TEMP ASTM D1929 740'F > 65'F RATE OF BURNING ASTM D635 0,77 IN MIN SMOKE DENSITY ASTM D2843 13.4% 11 El tta TENSILE STRENGTH- ASTM D638 7.1% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING ] 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT WZSIDE ITFS �J o 0 IL ILI I — — tnU I --=-wo SINGLE DOOR UNIT pOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W IDS ELITES DOUBLE DOOR UNIT WIS(DELITES ,.�j�GLE pQQQR UNIT < WITH SIDELITE WITH SIDELITE W17H VENTLITE 0 W' N�k- WHERE WATER INFILTRATION PERFORMANCE IS m ¢ DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE - ----- CON FIG MAX WIDTH INSWING OUTSWING INSWING _,_BUMP.ER:O.S_-ZSERIES--0/S==HtGH=DAM=O/5'"=T4=0"S— H 0 S - '- --- - -- - --�d- X— 37;5 -`=+50:0= OXXO =5 . . +50.0 50.0 +5 NN A 50.0. . D N 30XX 74 +5500.0 -50.0 .0 .0 + -30.0 +5 500 A + . N 0 20 C +50. -51OX or XO 75 -50.0 N A +50 ED yo- in +2 30 - ¢zOXO 112.5 +50.0 -50.0 + 5 N A+50.0 -50.0 3 . +50. X-V NT +50 0 A _ DATE- 5 26 77 4::�'S Qom; ��` SCALEN.T.S. Adde�dmttnNAli z&2 TABLE OF CONTENTS cwc..ar: SWS CeATiseOuoM� .fll3$Y WK.9Y: SHEEP f/ DESCRIPTION KURT BALTHAZOR pywu+c Na.: 1 TYPICAL ELEVATIONS & GENERAL NOTES �. FLORIDA P.E. DWG-MA-F10214-17 2 ANCHORING LOCATIONS & DETAILS56533 3 ANCHORING LOCATIONS & DETAILS SHM 1 OF 3 ccDo o 6" SEE DETAIL 3., 6" C)w 3" ,�E., 3. U — 3" 3 �31 L_ 6. 6. 1 1 1 i cf)C) 0 4_ "? _ry M Mn o I w v nM zLr)U w SEE DETAIL G SEE DETAIL o w SEE DETAIL "0" — A — 9 w — w O_ tq 3. y ( o m 6" 6" w z o II1r U 3" o 30 0 �d 3° 3" 6"`I f I`6" c 6" SEE DETAIL ���6" #8 x 2" a a ID ASTRAGAL RETAINER BOLT HOLE ® ®#10 x 5/8 MUST BE DRILLED THROUGH vl " #8 x 2" THE THRESHOLD & INTO THE #10 x 5/8" STRUCTURE DEEP ENOUGH i FOR A 1.375" THROW w #8 x 2' '� •� #10 x i" DETAIL "E" ASTRAGAL i 1n #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL 'F" ASTRAlGAL —#-10 x--1=— _ STRIK LA E PTE TO FRAME o `n #1 D x 5/8" _ —--- AS SHOWN. DETAIL "C' DETAIL "D" ft I �w 0.962 HOT MELT p 1 ELASTOMER�� 1.375" 1.437" rl 6-X�1=1%2"-PH$INSWING THRESHOLD BUMPER O/S THRESHOLD T4 O/S THRESHOLD i <zROT MELT ITE Af�Bidltflb NMA ELASTOMER � 1 I 1 l ;�� !• DATE: 5 26/77 1.75' `��1.047" �� " Jfi�81➢6 �' sc�tE N.T.S. �m / — t.437" TYPICAL GLAZING DETAIL owc.Br: SWS T NQN—IMPACT GLA_ss ORK.BY'. DRAY AJO NO.: Z—SERIES O/S THRESHOLD HIGH DA 1IOO/S THRESHOLD HE.,O/S THRESHOLD DWG-MA-FL0214-17 SREET 2 OF .3 L0 SEE DETAIL — 3" --6" cc 00 "E" SHT. 2 3" 3" O 6" 1 �- 3" I r r 3" (3 �p LLB �c 0 U U U W Z a SEE DETAIL ¢ U "0" SHT. 2 t — I — ZO 0 0 4 cn r LLJ SEE DETAIL A w j w , "C" SHT. 2 _ W B in A M A G 0 . z m W 3" 6" F I pddgnd�niDNAAg SEE DETAIL 6° g^ c "F" SHT. 2 cf�agpRHD.:. 4HARDWARE SCHEDULE d N V 1. KWIKSEf SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 90 SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 00 ATTACHMENT DETAIL 1.25 0 2• 4" X 4" FULL MORTISE BUTT HINGES. W o MINv 4. .25" �S 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, —MAX 1"X%2" CORRUGATED #IDX2" WOOD SCREW pw SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END 6 FROM EACH END U= Z (FLORIDA #62514) WITH THE LOWEST (LEAST) CL—� h AND 7" OC AND 12" OC _ - f --p--0— _ FASTENER RATING FROM THE DIF-EERENL[ASTENERS_ i— =w t>. BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACRE <a THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK 10 WOOD SCREWS OR 1 4 •TAPCONS. A PHYSICAL # "/ TYPICAL MASONRY ACRYLIC o SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION f t CAULK CL N w LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". °Doo WOOD SCREW EDGE DISTANCE MIN 3/4". _COMBINATION=WOOD COMBINATION=WOOD _ --� ----- °�-_•__t-- MULLION (BOXED) MULLION (BOXED) Z. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 'MIN 1 ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT —°IAX (3) &OXz 1/2" ma0 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WOOD SCREWS MINIMUM EMBEDMENT OF 1-1/4". EACH END CL—I �— .• DATE: 5126117 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO j3 ® SCAIE- N.T.S. TRANSFER LOADS TO STRUCTURE, DWG.eY: SIMS 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ® ® G""•BY.. ANCHOR INSTALLATION DRAWING NO.: INTEGRAL WOOD DWG-MA-FLD214-17 MULLION (CHS) =tiEeT 3 or 3 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008B 434-668-0609 _ ate: 10/10/2017 - rllomas EDIdomasoe.com Test Report: N/A Product: Double Door with and without sidelites 12'x6'8"(wood frame) Scope: ' This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code 7th edition(2020). Anchor capacity in shear condition: Solid members w/&w/out gap: a.With threads present in shear plane Fastener e:#10 wood screw - type: (NDS 2018,TR12) Nominal diameter: D: 0.190 in Gap: g: 00000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member: Douglas Fir-Larch(G=0.50) Main member:Spruce-Pine-Fi (6=0.42) Side member thickness: t= 1.000 in = Main member thickness: t 1.500 in Side member dowel bearing strength: F,,= 4,650 psi Main member dowel bearing.strength: F_= 3,350 psi Side member dowel bearing length: Is= 1.000 in Main member dowel bearing length: Im= 1.140 in i Mode Im Mode Is Mode II Mode III,,, Mode III, Mode IV qm= 636.5 Ibs/in qs= 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 Ibs P= 884 Ibs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 KD= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 Zm= 302 Ibs 2�= 368 Ibs P= 331 Ibs Ms= 46.8 in-Ibs Man= 46.8 in-Ibs KD= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs Min.Design value: Z= 110 Ibs Z= 138 Ibs KD= 2.400 KD= 2.400 KD= 2.400 Duration Factor: Co= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value(ZCD): Z'= 175 Ibs/anchor Fastener type: 1/4 ITW Tapcon Tabulated values N.O.A.16-1222.06 edge spacing(A) Substrate: Hollow block distance 2.00 4100 Minimum embedment: 1.25 in 2.00 130 1'61 Actual edge distance: 2.50 in 4.00 1 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 155 Ibs/anchor(per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA,Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value WZ ): Z.= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf Max. Anchor Al Area (And Ind. Zone 2 O.C. Cap. Load Result 79 25 (ft) (Ibs) (i^) (in) (Ibs) QtY (Itis) Al 2.3 138 N/A N/A 155 1 138 OK ---- AZ 7.7 463 6.00 21.00 155 5 0.3 OK 72.75 A3 7.7 463 N/A N/A 155 3 154 OK 37.50 /36.38 36.38 37.50 Design pressure: 60.0 psf ``,\� Area Load . Max. Anchor \\\ S R• L Al Y Y Y - Zane (ftZ) (Ibs) (in) O.C. Cap. laid Result ..\J\• C " :..9 '/.r Qty A2_ A2 (in) (Ibs) (Ibs) P3/I�AS /I� A3 /I� 79.25 Al 2.4 146 N/A _ N/A 155 1 146 OK `* 0 5 '� Al A4 A4 A7 AZ 7.9 473 6.00 21.00 155 5 95 OK e • A3 7.8 468 N/A N/A 1 155 4' 117 OK " � _- 147.75 Aa 2.3 138 N/A N/A 1 155 1 1 In OK ~ ' TAT 0 F A5 7.7 463 N/A N/A 155 3 154 OK i • • F10R10 Q•`G�Z'�: FfONAt`E���`� Luis R. Lomas P.E. 1 of 4 FL No.: 62514 9/2/2020 L. Roberto Lomas P.E. 1 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Rep 514008E 434-688-0609 .. Date: 10/10/2017 rllomas(aplrlomasoe.com I Anchor Locations: I Double door .-:.. 36.38 - - 36.38 6.00 TYP. — — 6.00 TYP.- - 18.19 TYP.- 3.00 TYP.. -t 1 I. i 6.00 18" MAX O.C. 1 i I 79.25 I i r I I� 1 I L 6.00 1 , I i I i 1 I I 4 i i I TAT 0 F ;w` OR I'D �w toNAL Luis R. Lomas P.E. FL No:: 62514 2 of 4 `, 9/2/2020 i L. •Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008B 434-688-0609 Date:"10/10/2017 rllomas�lrlomasoe.com ! Double door with sidelites I 37.50 - - --- -- -- 36.38 - -- --- -- -. 36138 37.50-18.75 TYP. 6.00 TYP. 6.00 TYP. -_�_-1 8.19 TYP. �- 3.00 TYP. ' � r � 6.00 1 8, MAX O.C. 1 � I 79.25 i I I i i 6.00. I i I I I I I � I I I I i x) 5 R• L 0 I - =*• 0 54 •#= o . TAT OFOR Mt- ••!v". Sowl G 101VAt Ea���� Luis R. Lomas P.E. FL No.: 62514 3 of 4 9/2/2020 I I - i L. Roberto Lomas P.E: 1432 Woodford Rd. Manufacture... Masonite j Lewisville,NC 27023 Report#: 514008B J i 434-6e8-0609 Date: 10/10/2017 rllomasAldomasae.corn •. j Installation instructions: i 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS I WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.' Ii 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. i 4.ALL FASTENERS TO BE CORROSION RESISTANT. II 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 1 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 I B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 IU=30KSI i .052"THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. 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 THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH { FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. i ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11j 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED jl COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. I i i 3 1 - i IiI I . i i a i i i j ,���111i11.!//�j!! �Nx�S . L TAT OFORMt - ; //fss�ONAt II(I I 11 ! Luis R. Lomas P.E. i FL No.:62514 4 of 4 I 9/2/2020 i I i i ,12' Howard Thomas 138 NW AIROSO Blvd Port St. Lucie FL 34983 (561)667-0268 26' 10, 12X16 1 IOx14 OX18 2x4 5A 2X4 23' 10x20 23' 12x1O I OX5 9X8 5X8 JOEL---j 4 81 -OF