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HomeMy WebLinkAboutProduct Approval (2) 'Florida Building Code Online Mt " `77 7h s � Mg fir„W�l r.^�35':4£x" f -$'S � r ✓��� t,�� �r� 5 �..a ,s, n'%4i� Y �' 3 k �k� 'k 1€� y d y Kw sg�• '�S'i`, .m"�` �� x"�„�'�{ ��� .* �Y_.xwtiz. � � w ""T^�i�v+�, ., BCIS Home Log In User Registration I Hot Topics Submit Surcharge G Stats&Facts Publications Contact Us BCIS Site Map Links Search Florid Product Approval , * USER:Public User g� Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL22513-R3 Application Type Revision " e Code Version 2020 Approved 'r Application Status ra [ F *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by fir F the POC and/or the Commission if necessary. # A ' Comments € Z _ Archived13 �)" c'FeA S Product Manufacturer Masonite International w " Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com # Authorized Signature Steve Schreiber sschreiber@masonite.com a' s Technical Representative f �i '"V, Address/Phone/Email Quality Assurance Representative f Address/Phone/Email Category Exterior Doors i ;fa` x Subcategory Swinging Exterior Door Assemblies �, y =s cygy7�"�rzl tH r y $ Compliance Method Certification Mark or Listing #: a Certification Agency National Accreditation&Management Institute { Validated By National Accreditation&Management Institute } Referenced Standard and Year(of Standard) Standard Year. t TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By r a 57 "N' s - Product Approval Method Method 1 Option A htip:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH1%2bvKgHKCWn2WNgFPQkSTNA%3d%3d[12/31/2020 3:14:22 PM] Florida Building Code Online Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval ,�f Date Approved 11/17/2020 e' f s a rt r 3urtimary,`Of,PrOduCts FL`# Model,Number:or Namey" Deseriptiori I e. — 4 22513.1 HPC Wood-edge Steel Side-Hinged 6-8"Glazed I/S or O/S Single or Double Door w/or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate 4 Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747.01-R2.[2_df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 N ,< Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0212.odf z p ` 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: u 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 I' Door top rails stamped"HPC". See DWG-MA-FL0212 for details. Created by Independent Third Party: Yes 4 " a5 22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit Unit Limits of Use - Certification Agency Certificate _ — w a . r Approved for use in HVHZ:Yes - FL22513 R3 C CAC NI013747.04-R1.pdf a Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:_Yes 06/30/2025 r« Design Pressure: +70/-70 Installation Instructions Other: Evaluated,for use in locations adhering to the Florida F R II F 0 i S.[2df 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"z 8'-0" max nominal size. When impact Evaluation Reports i resistance is required, hurricane protective system not FL22513 R3 AE 514009B.pdf required. See DWG-MA-FLO215 for details. Created b Independent Third Part Yes t Gas , q Y p Y: s � r 22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites Unit 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 ' y Impact Resistant:Yes 06/30/2025 r Design Pressure: +45/-50 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL2.2513 R3 II FL0215.odf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute ; f where pressure requirements do not exceed the design Created by Independent Third Party: pry t, z I pressures listed. 12'-0"x 8'-0" max nominal size. When impact Evaluation Reports " k5 resistance is required, hurricane protective system not required FL22513 R3 AE 514007B.pdf n on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0215 for details. _ X= 22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate — R Approved for use in HVHZ:Yes - FL22513 R3 C CAC NI013747.04-Rl.pdf a ' °' Approved for use outside HVHZ:Yes -Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 rf � x Design Pressured'+50/-45 Installation Instructions q Other: Evaluated for use in locations adhering to the Florida FL22513 R3 .II 51-0215.0 " ", ' Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute F s 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 514007B.odf r ` on opaque anels but is required on glazed sidelites..See Created by Independent Third Party: Yes r DWG-MA-FL0215 for details. 22513.5 Wood-edge Steel Side-Hinged Door 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/or Unit w/o Sidelites Limits of Use Certification Agency Certificate { Approved for use in HVHZ:Yes FL22513 3 R3 C CAC NI013747.06-R1.12_df 1 http:/hvww.foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA%3d%3d[12/31/2020 3:14:22 PM] Florida Building Code Online Approved for use outside HVHZ:Yes pp Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure:+40/-40 Installation Instructions .y 5 zN, Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0217.2df n 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 is required. FL22513 R3 AE 514007B,pdf 3 € See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes -- --- -........-....— _ .... � ' — ..— - — 22513.E Wood-edge'Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door I Unit !;Y Limits of Use Certification Agency Certificate y. Approved for use in HVHZ:Yes FI-2.2513 R3 C CAC NI013747-R2.udf VK Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date + Impact Resistant:Yes 06/30/2025. Design Pressure: +70/-70 Installation Instructions r+ Other: Evaluated for use in locations adhering to the.Florida FL22513 R3 II FL0211.pddf i s _ Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute �PON, 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 resistance is required, hurricane protective system not - FL22513 R3 AE 514010BP-df required. See DWG MA-FL0211 for details. Created by Independent Third Party: Yes — -- _ .... ..._..- _........._......__ .......... 22513.7 Wood-edge Steel Side-Hinged Door 6-8"Opaque I S or O/S Single or Double Door wl or w/o Unit Sidelites ru - --- -- —— ............— -... Limits of Use Certification Agency Certificate ;k Approved for use in HVHZ:Yes FL22513 R3 C CAC N1013747-R2.psl_f k Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 x Design Pressure: +55/-55 Installation Instructions M Y Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FLQ211,12df ^ 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 6-8"max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FI-22513 R3 AE 514008B.12 a,:a on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0211 for details. kk 22513.8 Wood edge"Steel Side-Hinged Door 6-8"3/4-1_ite Glazed I/S or O/S Single or Double Door w/or Unit w/o Sidelites 4 F SJ"A7 0 .-.-- f+ k Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747.03-R2.pd ;i ' ' ` Approved for use outside HVHZ:,Yes• Quality Assurance,Contract Expiration Date Impact Resistant:-No 06/30/2025 WF­ x , Design Pressure: +50/-50 Installation Instructions r ; Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0214.pd Building Code, including the High Velocity Hurricane Zone,and Verified By: National,Accreditation&Management Inswhere titute t pressures listed.r12'-0'x 6 ts do not.ex�ceed the 8 amax nominal si ea esign . Created by Independent Third Party: When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 514008B.pdf J F See DWG-MA-FL0214 for details., Created by Independent Third Party: Yes � x Contact Us::2601 Blair Stone Road,Tallahassee Fl-32399 Phone:850-487-1824 3 ;fps The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement t 11 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: n � ' Credit Card Safe. >;ON http://www.floridabuildin.g.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtdytNblepz46QEOwOhYDnH1%2bvKgHKCWn2WNgFPQkSTNA%3d%3d[12/31/2020 3:14:22 PM] NOTICE OF PRODUCT CERTIFICATION ,CeAF �o`y a Company: Masonite International Corporation Certification No.: NI013747-R2 1955 Powis Road Certification Date: 06/08/2017 West Chicago,IL 60185 Expiration Date: 06/30/2025 Revision Date: 07/27/2020 x' Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites l� fit ,u ;fib 4 (w/Wood Frame unless noted) r Specification: TAS 201/202/203-94 Impact: Large Missile Impact Rated Non-Impact 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.Namieertification.cont. 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 e Rated Comments X I/S Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13 Single Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL02 11-17 Opaque x ps es Single 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 sf'•4•3 AnchorDetails-DWG-MA-FL0211-17 XX I/S Opaque 6'0"x 6'8" +551-55 0 psf Yes NCTL-210-2930-1 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 XX O/S Opaque 6'0"x 6'8" +551-55 3.0 psf' Yes NCTL-210-2930-1 Double 4.5 psf- Maximum Panel Size:3'0"x 6'8" 7.50 sf' AnchorDetails-DWG-MA-FL0211-17 XO/OX I/S Opaque Door 6'0"x 6'8" +551-55 0 psf Door-Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 XO/OX O/S Opaque Door 6'0"x 6'8" +551-55 3.0 psfl Door-Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 OXO I/S Opaque Door 910"x 6'8" +551-55 0 psf Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 OXO O/S Opaque Door 910"x 6'8" +551-55 3.0 psf' Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite 4.5 psf- Sidelites-No' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50psf' AnchorDetails-DWG-MA-FL0211-17 OXXO I/S Opaque Door 12'4"x 6'8" +551-55 0 psf Door-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 OXXO O/S Opaque Door 12'4"x 6'8" +551-55 3.0 psf Door-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite 4.5 psf- Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 I-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing 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: MON 1 1 1 1 MASORIITE. 749°MAX. OVERALL FWL4}E WIDTH LcJ O WOOD-EDGE STEEL DOOR UNIT -27" Max J6.375" Max, V� D.L.O. 37.5" MAX. �L O PANEL WfDTH--- 6'"8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH i o or Z:-� co GENERAL NOTE Q 1, EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE Fw-- C U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z T DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ww U DOES NOT EXCEED THE DESIGN PRESSURES LISTED, ;� F-- Ln 2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION cq O 22)~ OR THE HIGH VELOCITY HURRICANE ZONE (HIHZ), -0 � W HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE �E ¢ PANELS, BUT IS REQUIRED ON SIDELITES. g x _ 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 o w AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. Ed 4. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION !REE FRAME SELF IGNITION TEMP I ASTM D1929 740'F > 650 'F i RATE OF BURNING ASTM D635 0.77 IN MINun SMOkE DENSITY ASTM D2843 13,4% "NIn { TENSILE STRENGTH* I ASTM D638 7.1% DIFF '��o tb • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 LLIL I 1 11 1 L at a DOUBLE DOOR UNIT WISIDELITES 0 o it ri a 0 W pp�� 1J ® ® © 0 ® ® ® --- ® ® ® ® 1313 ® ®®I O L-A IL-A 0 110 all I DEW V1 g¢ � SINGLE DOOR UN1t DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDE!TTES DOUBLE DOOR UNIT W/51DELIT S WITH SIDELITE WITH SIDELITE Nlm w �wdo WHERE WATER INFILTRATION PERFORMANCE IS t DESIGN PRESSURE RATING r REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG I MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S RICH DAM 0 S T4 O S HP BI�MP 0 S X 37.5 +70.0 -70.0_ 70.0 -70.0 N/A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 OX or XO ' 0 -55.0 N +20.0 -20.0 + -30.0 +50.0 -50.0 N A Nt55. 0.0 +50.0 -50.0 N A N A m Q z 75 55.0 +55 . OXO 772.5 +55.0 -55.0 +55.D -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 1 N A N A OXXO 149 t55.0 -55.0 +55.0 -55.G N A +20.0 -2G,0 +30.0 -30.0 +50.0 -5D.0 I N r'� N A DATE: 5/26'17 0 SCALE. N.T.S. TABLE OF CONTENTS AdderdntoPM OwG.gv: SINS, Let xdmtig:. CHIC.BY: SHEET DESCRIPTION rxyir KURT BALTHAZOR ORAWING NO.: 1 TYPICAL ELEVATIONS & GENERAL NOTES ft _ FLORIDA P.E. DWG-MA-Fto2tt-i7 2 ANCHORING LOCATIONS & DETAILS55533 3 JANCHORING LOCATIONS & DETAJLS sHEEr 7 OP 3 ¢ - 6' SEE DETAIL 3. 6" O coc 'E" r t I llrjl _ � �_O 6.1 6" 6" 6" I —I�6• 6 -I w Q In 3" M In Lo0 w n I ¢ as SEE DETAIL (f) SEE DETAIL — A o w f — SEE DETAIL w "c,. B 0OA N j 6" v v G F 6" 3.— 8m in io o�+ Il � lr �ix 1 3 3" II I T— I _ I °i o a ' 3"--I - " F' 3 6" 1 _J I 6" I o 1 3' —3" �TY I a 6" SFE DETAIL 6' 1T 8 X 2" 13 m ASTRAGAL RETAINER BOLT HOLE `� MUST BE DRILLED THROUGH In #8 x 2^ #10 x 5/8" THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH z 10 x 5 8" w 8 x 2" # / FOR A 1.375" THROW N # #10 x 1" DETAIL "E" ASTRAGAL 7 10 x 2-1 2" DETAIL "F" ASTRAGAL # / ATTACH ASTRAGAL RETAINER BOLT g #10 x 1" STRIKE PLATE TO FRAMELj o `n #10 x 5/8" AS SHOWN. a DETAIL "C" DETAIL "D" ui 1 I HOT MELT G.M62" 1 o 4 EEASTOMER--_ 1.375" c-7:p� 1.437"P!�m /#6 X 1-1/2•PHS T T T f INSWING THRESHOLD BUMPER O/S THRESHOLD T4 0,/S THRESHOLD HOT MELT ••ya"r�-"a•,. 1/2"BITEELASMMER AddernitoNAa9 1 1 •cc�w a• G�Sat{b: T3N DATE: 5 26 17 J.. ,EKTEBIQB 1tiIE6146 phipli�� SCALE: N.T.S. 1.482" (.-, 1.75" j1.047" 1.437" 1 TYPICAL GLAZING DETAIL +G �+ SWs T NON—IMPACT GLASS CHK.BY: DRAPING NO.: Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD HP 0/S THRESHOLD Dwc-Ma-FLO211-17 SHEET 2 OF 3 SEE DETAIL 6" -I �I 6" cc 3" �_ "E" SHT. 2 3 3" O I- i I ! tI � I � � IIi11 I Z � Lo O �o io - cc CD • ' - N - _ L < D_U U W n4 SEE DETAIL a Fw- L U — I "D" SHT. 2 }— O _ ¢ 6 W SEE DETAIL D a "C" SHT. 2 --06. c 6" � a 6" 3" 3" 3" AddBxImtoWN SEE DETAIL I 6•• r—6^ "F" SHT. 2 6^ CBI��a6mHa" f HARDWARE SCHEDULE a a ` 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND N SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED Z . AT 5-1/2" CENTERLINE. o0 ATTACHMENT DETAIL 7,25°a, 2. 4" X 4" FULL MORTISE BUTT HINGES. I Li_ ° 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN f '-MAX 1"xt/2" CORRUGATED #10X2" WOOD SCREW I0w SIGNED AND SEALED BY ROBERTO LOMAS, PE I SHIM 3" FROM EACH END s" FROM EACH END (FLORIDA #62514) WITH THE LOWEST (LEAST) CL-� j M' AND 7" OC AND 12" oc o0 0 FASTENER RATING FROM THE DIFFERENT FASTENERS ':: =w BEING CONSIDERED FOR USE. JAMB, HEAD, AND ?' ' ` ' Ac�RTYlIc c¢ w 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 `SR �AT EACH ANCHOR ANCHOR INSTALLATION CAULK _CL �' W LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". I WOOD SCREW EDGE DISTANCE MIN 3/4". a. COMBINATION WOOD COMBINATION WOOD h 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"— MULLION (BOXED) MULLION (BOXED) ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN _025' / MAX (3 10X2-1 2' m OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM EACH SCREWS H zI I MINIMUM EMBEDMENT OF 1-1/4". CL-� - � Dare 5 26/f7 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® scaE N.TS. TRANSFER LOADS TO STRUCTURE. '"� DwC. BY: SWS ® ® 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS, TYPICAL WOOD BUCK CHK BY: DruwlNc la.: ANCHOR INSTALLATION INTEGRAL WOOD DWG-MA-FL0211-17 MULLION (CHS) SnEET_L OF 3 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville.NC 27023 Report#. 514010B 434-688-0609 Date: 10/10/2017 rllomasla�Irlornaspe.corn Test Report: N/A Product: Single door 3'x 6'8"(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. Anchor capacity in shear condition: Solid members w/A w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2018,TR12) Nominal diameter: 0: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fv,= 80,000 psi • Side member: Douglas Fir-Larch(6=0.50) Main member:Spruce-Pine-Fir(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= ,1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: Fa = 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in Mode Im Made I, 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 Ko= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 Zm= 302 Ibs Z,= 368 Ibs P= 331 Ibs Ms= 46.8 in-.Ibs Mm= 46.8 in-Ibs Ko= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs Min.Design value: Z= 110 Ibs Z= 138 Ibs Ko= 2.400 Kp= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 124 Ibs Z= •133 Ibs Z= 110 Ibs Fastener type: 1/4 ITW Topeon Tabulated values N.O.A.16-1222.06, edge spacing(in) Substrate: Hollow block distance 2.00 No Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z,,= 155 Ibs/anchor(per interpolation when needed) Substrate: 18 GA,Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 - Allowable Design Value(ZFa): , Z'= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note:Anchors with the least capacity Is used for calculations to quality anchors with higher capacity. Anchor calculations,minimum required anchors ► 36.38# Design pressure: 85.0 psf I I Area Land Ind. Max. Anchor Zone z O.C. Cap. Load Result \% 79.25 (ft) (Ibs) . (in) (in) (Ibs) Q� (Ibs) I�A21 A, 2.3 195 N/A N/A 155 2 98 OK /Al' A2 7.7 656 6.00 18.00 155 5 131 OK \\ S R, 0 = , • • ' 1-O TATE OF .51 0NAL,IN���� Luis R. Lomas P.E. FL No.: 62514 1 of 3 9/2/2020 Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514010B 434-666-0609 Date: 10/10/2017 rl Iomas(a)Irlomasae,com Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYP. 6.00 18" MAX O.C. 1 ' 79.25 6.00 ```��J�g R• L 0��i�f TATE OF •c�� 00 0 ROV." js�ONAL,EO���� Luis R. Lomas P.E. FL No.:62514 2 of 3 9/2/2020 Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville,NC 27023 Report#: 514010B 434-668-0609 Date: 10/10/2017 r1lomas(o7lrlomaspe.com Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" 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. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .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. 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. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 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. R!�Lf d *• 0 51 ;t o•� TAT 0 F •;cc, ;6 - 0R10t- Ijs�ONAt,������� Luis R. Lomas P.E. FL No.:62514 3 of 3 9/2/2020