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Home My WebLink AboutProduct Approval Florida Building Code Online Li yy++yr^Yl'�°r.J'ty^y^�, n.' AC:• j :./" p ' li[t--.e l jY i U 7 1�A�✓ n..l`�..M 9..{gS.S '1 1�a ✓ 0 17 ti.-..•.....c.-u..n..:Xau.a... `...-.-...i« .w--....r-..- -.:: .ae.<w.««...w..�� »wcw..i."'cr+»u............-.e-...�.ww.�� i� ^ i 6� �F ��1'3:�.x,�.f'tii: BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search , b' ,z :g Product Approval d, r ' USER:Public User Product Aooroval Menu>Product or Application Search>Application List>Application Detail i xc FL# FL22513-R2 � fe , Application Type Revision Code Version 2017 Application Status Approved ' ,5 as *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by f the POC and/or the Commission if necessary. Comments ., Archived z 'yJ Product Manufacturer Masonite International x Address/Phone/Email 1955 Powis Road {` West Chicago,IL 60185 (800) 663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com x Technical Representative Address/Phone/Email Quality Assurance Representative t Address/Phone/Email Category Exterior Doors {� Subcategory Swinging Exterior Door Assemblies n s rs Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute 4 Validated By National Accreditation&Management Institute } rf 7 .tu ^� 4� " Referenced Standard and Year of Standard ( ) Standard Year & - '� TAS 201 1994 '.; TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By s` etix� 1' t Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f42Te95AGs%2fx%2f5ZXm21gg%3d%3d[9/19/2018 8:49:42 AM] Florida Building Code Online J ' Date Submitted 04/16/2018 ¢¢ 2 1` Date Validated 04/18/2018 ° Date Pending FBC Approval Date Approved 04/24/2018 Summary of Products ' FL# Model,Number or Name Description f 122513.1 — 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 Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.01-R1.12df Vx Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.pdf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation &Management Institute a' 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 is required. FL22513 R2 AE 514008.pddf Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Created by Independent Third Party: Yes 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 Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions w; Other: Evaluated for use in locations adhering to the Florida 17122513 R2 II FL0215.12df Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute 14 x where pressure requirements do not exceed the design Created by Independent Third Party: p@ - pressures listed. 3'-0"x 8'-0" max nominal size. When impact Evaluation Reports. Cy resistance is required, hurricane protective system not FL22513 R2 AE 514009.pddf required. See DWG-MA-FL0215 for details. Created by Independent Third Parry: Yes 22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites ' s, Unit fa` kn , Limits of Use Certification Agency 1, 9 Y Certificate °'- Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +45/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.oddf 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 II } resistance is required, hurricane protective system not required FL22513 R2 AE 514007.pdf I on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0215 for details. rt `as r — -...._...-- - ................._.. - ........-- r � w; "t 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 Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf l Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +50/-45 Installation Instructions su Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.[Ldf 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 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R2 AE 514007.ndf on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes ? � t" DWG-MA-FL0215 for details. r 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 R2 C CAC NI013747 06 odf htip:/hvww.floridabuilding.org/prlpr_app_dtl.aspx?parain=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4fTe95AGs%2fx%2fSZXtn2igg%3d%3d[9/19/2018 8:49:42 AM] Florida Building Code Online ' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 ` Design Pressure: +40/-40 Installation Instructions { Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0217.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 `k resistance is required, hurricane protective system is required. FL22513 R2 AE 514007.pdf See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes ---- 22513.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door » Unit Z - — Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAG NI013747-R1.pddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date { Impact Resistant:Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions G � -r Other: Evaluated for use in locations adhering to the Florida FL22513 R2 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 resistance Is required, hurricane protective system not FL22513 R2 AE 514010.12df required. See DWG-MA-FL0211 for details. Created by Independent Third Party: Yes __....— — - .................. 3 22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NIO 747-R1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute Xt 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 FL22513 R2 AE 51.4008.Ddf on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0211 for details. 22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or k Unit w/o Sidelites ~ ^° Limits of Use Certification Agency Certificate ' l Approved for use in HVHZ:Yes Fl R2 C CAC NI013747 03-R1.pdf j ^ s? :• Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 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 b Independent Third ,. P q 9 Y PParty: pressures listed. 12'-0"x 6'-8"max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R2 AE 514008.12df See DWG for details. Created by Independent Third Party: Yes s _x Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 ` s The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::A ssihility Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click)1jeLp-. Product Approval Accepts: [ .. Credit Card I Safe htip://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOliYDnH3%2f4ffe95AGs%2fx%2fSZXm2lgg%3d%3d[9/19/2018 8:49:42 AMI NOTICE OF PRODUCT CERTIFICATION - �p �cce� qy 7 Company: Masonite International Corporation Certification No.: N1013747-RI 1955 Powis Road Certification Date: 06/08/2017 y West Chicago,IL 60185 Expiration Date: 06/30/2021 Revision Date: 04/13/2018 Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites �� trwt�r (w/Wood Frame unless noted) -fiiab 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 ivvviv.Nainicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13 Single Maximum Panel Size:3'0"x 6'8" hor V _ 1� -17 X O/S Opaque 3'0"x 6'8" +70/-70 3.0 psf Yes ATLNC 1001.01-13/W-1857 Single 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 psf''` AnchorDetails-DWG-MA-FL0211-17 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 XX O/S Opaque CO"x 6'8" +55/-55 3.0 psfl Yes NCTL 210-2930-1 Double 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 psf' Anchor Details-DWG-MA-FL0211-17 XO/OX I/S Opaque Door 6'0"x 6'8" +55/-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" +55/-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 9'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidclitc:3'0"x 6'8" Anchor Details-DWG-MA-FL021 1-17 OXO O/S Opaque Door 9'0"x 6'8" +551-55 3.0 psfl Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite 4.5 psfSidelites-No Maximum Panel Size.3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50psf' Anchor Details-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-FL021 1-17 OXXO O/S Opaque Door 12'4"x 6'8" +551-55 3.0 psfl Door-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite 4.5 psf" Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidclitc:3'0"x 6'8" 7.50 psf AnchorDetails-DWG-MA-FL0211-17 I-Denotes Bumper Outswing Threshold 2-Denotes Z-Scries 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 NANII AUTHORIZED SIGNATURE. u� �j DO MASONITC. 149'MAX, OVERALL FRAME WIDTH O 0 WOOD EDGE STEEL DOOR UNIT 21 MAX 36.375" MAX. 37.5" MAX. Q --PANEL WIDTH- 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I FRAME WIDTH -y CE J - _ cn GENERAL NOTO 1. EVALUATED FOR USE IN LOCATIONS ADHERING T THE FLORIDA BUILDING CODE AND WHERE PRESSURE � a U_ REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ;� ,o L LOU I 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON N OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. cn a; O 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, ^ ti Ld EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE z J PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON-IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a. AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME SELF IGNITION TEMP ASTM 1)1929 842 'F > 650 'F $ RATE OF BURNING I ASTM D635 1.28 IN/MIN SMOKE DENSITY ASTM 1)2843 71).2% I O w TENSILE STRENGTH- I ASTM D638 1.8% DIFF I o j 25 o " COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT We%DELITES o'• a 0 n a ® ® 1313 Mr] ® 13 ® ® � 1313 - (-- ® ® ® ® ' Q o N o SINGLE DOOR UNfT DOUBLE_DOOR UNIT SINGLE DDDR UNIT SINGLE DOOR UNff SINGLE DOOR UNIT WISIDEOTES DOUBLE DOOR UNIT WISIDEUTES WITH SIPELIIE SYLTti S1.D_ELILF foo w WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE INSWING INSWING BUMPER 0 S Z-SERIES 0/S I HIGH DAM 0 S T4 O S HP BUMP 0 S X 37.5' +70.0 -70.0 +70.0 -70.0 N A i +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 +50.0 0 -50.0 +50.0 / -50.0 p _ +55.0 -55.0 - N A ` +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N/A N/A I <z OX or XO 75 +55.0 -55.0 I+55.0 -55.0 l N/A +20.0 -20.0 +3___7_-30.0 +50.0 -50.0 N/A N/A OXO 112.5 +55.0 -55.0 +55,0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 NIA N`A _OXXO 149 _ +55.0 -55.0 +55.0 -55.0 N A +20.0 / -20.0 (+30.0 -30.0 +50.1) -50.0 N A N A DATE: 5126117 SCALE: N.T.S. TABLE OF CONTENTS T� AdJxduntoNAN �� 6" 7 DWG.BY., SWS SHEET CHK.BY:DESCRIPTION 6 KURT BALTHAZOR DPAINING NO.: 1 TYPICAL ELEVATIONS GENERAL NOTES Rmi"WDoR I FLORIDA P.E. OWG-MA-FL0211-17 2 ANCHORING LOCATIONS & DETAILS #565333 ANCHORING LOCATIONS & DETAILS - - SHEET 1 of 3 Lo cc I SEE DETAIL 3" 3 3" J —J- 3" O- 3" O C) 6" I 1 -�6" 6" j - U CLci n N N M — _ ,.t O L ui a a SEEDETAIL V) — LLI V) .D" — — g a D SEE DETAIL w w SEE DETAIL "C" — A — B — 'c"t B O Of N — A > - A B - G 01, 6" 6" 3'- & m Ja 3" o�d 3" 6- 6" SFE DETAIL 6" #8 X 2" aim ASTRAGAL RETAINER BOLT HOLE �' MUST BE DRILLED THROUGH N i #8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE o STRUCTURE DEEP ENOUGH x #8 x 2" #10 x 5/8*,,#, 10 FOR A 1. Ln 375" THROW w #10 x 1" DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL X z #]0 x 2-1/2ATTACH ASTRAGAL RETAINER BOLT w Lno x 1STRIKE PLATE TO FRAME#10 x 5/8AS SHOWN. a DETAIL "C" DETAIL "D" 10 -w " � HOT MEL 0.962 °o 1 ELASTOME 1.375' #6 x 1-1/2"PHS T T T INSWING THRESHOI BUMPER 0/S THRESHOLD T4 0/S THRESHOLD /� " AdckirfttoWM av HOT MELT t/2'BITE ELASTOMER ,`y,yUTIE2TtMiHO�., 4RAYIBi4Ed p,. DATE $ 26 17 (; DW 2��j �- A •: Dere a84Ty/+'N.'Et7: .E N.Ts. 1.482"09!�m 1.75' 1.047" 1.437" ' ICAL GLAZING D IL ��•BY: SWS T T T NON—IMPACT GLASS ""`BY. DRAWING NO, Z—SERIES O/S THRESHOLD HIGH DAM 0/S THRESHOLD HP 0/S THRESHOLD )WG-MA-FL02)1-17 SHEET_-L OF_21_ SEE DETAIL 6" "E" SHT. 2 - I 3-- g" I- 3" 3" r ¢ cc 3" 31 0 O(>J Q pI cc Q �o n pU Z — as SEE DETAIL f - - a IL-L-1 U U) "D" SHT. 2 V) Lo Lo J t Lo J 0 SEE DETAIL ° w "C" SHT. 2 O N — nck: r�- A �l L CH B 0 Q r l r Ito 3" I 3" "I 6 6^ - - 3^I gig v z U SEE DETAIL 3" 6"3" 3"6" iii o F" SHT. 2 6" ix HARDWARE SCHEDULE a 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND Vm SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. Ln t-q ATTACHMENT DETAIL 125" 2. 4" X 4" FULL MORTISE BUTT HINGES. o 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN 4. 0.25" --- cn -MAX 1"X1 2" CORRUGATED #10X2" WOOD SCREW w SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END s" FROM EACH END (FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" OC AND 12" oc o CL-� �- ' FASTENER RATING FROM THE DIFFERENT FASTENERS ;+ I w rn BEING CONSIDERED FOR USE. JAMB, HEAD, ANDrT ACRYLIC o THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE - LATEX a #10 WOOD SCREWS OR 1 4" TAPCONS. A PHYSICAL CAULK i SHIM MUST BE PLACED Al EACH ANCHOR TYPICAL MASONRY ? LATEX CL I c w ANCHOR INSTALLATION LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". �o WOOD SCREW EDGE DISTANCE MIN 3/4". -- COMBINATION WOOD COMBINATION WOOD s. 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 0.25" / -MAX (3 10X2-1 2" <d OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE - SHIM WOOD SCREWS ; Z MINIMUM EMBEDMENT OF 1-1/4". EACH END AddmdatoWjA CL—.� �— ;. CeItiTIDATE: 5'126 17 6oAPh:. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO �' ® AeriBAed�j: s�E. N.T.S. TRANSFER LOADS TO STRUCTURE. R" DWG.BY: SWS 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ® ® CHK.B.. TYPICAL WOOD BUCK ANCHOR INSTALLATION DRAWING NO.: INTEGRAL WOOD DWG-UA-FL021I-17 MULLION (CHS) snEEr 3 of 3 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010 434-688-0609 Date: 05/01/2017 rllomas cDlrlomaspe.com 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/&w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,TR12) Nominal diameter: D: 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: Fyb= 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: %= 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 Mode I, Mode II Mode IIIA, Mode III, Mode IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko= 2.400 Ko= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6 Zm= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Kp= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Kp= 2.400 Ka= 2.400 Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value(ZCo): Z'= 175 lbs/anchor Solid members w/&w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,TR12) Nominal diameter: D: 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: Fyb= 80,000 psi Side member: Douglas Fir-Larch(G=0.50) Main member: Steel strap/clip Side member thickness: t,= 1.000 in Main member thickness: U 0.048 in Side member dowel bearing strength: F� = 4,650 psi Main member dowel bearing strength: F_= 61,850 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in Mode I. Mode I, Mode IT Mode III", Mode III, Mode IV qm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P= 13397 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko= 2.400 Ka= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6 Zm= 5582 lbs Z; 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Kp= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs Min.Design value: Z= 163 lbs Z= 953 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs Allowable Desion Value C : = Fastener type: 1/4"ITW Topcon N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs Actual edge distance: 2.50 in Reduction factor: 0.85 \`,1 Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs Actual spacing: 3.00 in Reduction factor: 0.91 `�ti••\�j EN Allowable Design Value(ZfAO: Z"= 155 lbs/anchor ` •` V •• Minimum anchor capacity; 155 lbs/anchor • Note:Anchors with the least capacity is used for calculations to quality anchors with higher capacity. �'fl jr- TAT 0 F � , <c, Anchor calculations,minimum required anchors / '�c►• 36.38 Design pressure: 85.0 psf �ij'� s.�� Area Load Ind. Max. Anchor 1 Zone Z O.C. Cap. Load Result 0/11111110�� 79.25 (ft) (lbs) (in) (in) (lbs) Q (lbs) /�11 f I I l 11� Al 2.3 195 N/A N/A 155 2 98 OK Luis R. Lomas P.E. Al AZ 7.7 656 6.00 18.00 155 5 1 131 OK FL No.: 62514 1 of 2 5/2/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010 434-688-0609 Date: 05/01/2017 r1lomas0r1omaspe.cam Anchor Locations: 36.38 8.19 c 6.00 TYR 6.00 TYP. 6.00 13.45 MAX.O.C. 79.25 6.00 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"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16"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. 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. 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. ��t CJ R L 6�LJ C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. \� J\ q D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI �. yE IV ,(P .052"THICK MINIMUM • 0 6.ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE 4' TAT;40F,DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. . /c�,V• S/ONALi �� Luis R. Lomas P.E. FL No.: 62514 2 of 2 5/2/2017