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Home My WebLink AboutProduct Approval - Exterior Door Florida Building Code Online Page 1 of 3 �Jo�s PRi �fi-, SCIS Home Log In ! User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us DCIS Site Map Links Search db � ` Product Approval '� I USER:Public User Product AOUroyal Menu>Product or Aoolication Search>Aoolication List>Application Detail FILE Copy FL# FL22513-R2 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International PXEIVED Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 AUL 1 Q 1016 (800)663-3667 sschreiber@masonite.comDepart" pew` rn9 Authorized Signature Steve Schreiber St.l vele c° 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 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/16/2018 Date Validated 04/18/2018 Date Pending FBC Approval Date Approved 04/24/2018 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtdytNblepz46QEOwO... 7/4/2018 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 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 Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.01-Rl.udf 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.vdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22513 R2 AE 514008.odf required. Door top rails stamped"HPC".See DWG-MA-FL0212 Created by Independent Third Party: Yes for details. 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 N1013747.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.odf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed.3'-0"x 8'-0"max nominal size.When impact Evaluation Reports resistance is required,hurricane protective system not FL22513 R2 AE 514004.pdf required.See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 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 R2 C CAC NI013747.04.odf 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.pdf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system not FL22513 R2 AE 514007.odf required on opaque panels,but is required on glazed Created by Independent Third Party: Yes sidelites.See DWG-MA-FL0215 for details. 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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +50/-45 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system not FL22513 R2 AE 514007 odf required on opaque panels,but is required on glazed Created by Independent Third Party: Yes sidelites.See 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 R2 C CAC N1013747.06.1)df 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.L)df Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports impact resistance is required,hurricane protective system is FL22513 R2 AE 514007.odf required.See DWG-MA-FL0217 for details. Created by Independent Third Party:Yes 22513.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque 1/S or O/S Single Door Unit https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwO... 7/4/2018 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC N1013747-Rl.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.1)df Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 6'-8"max nominal size.When impact Evaluation Reports resistance is required,hurricane protective system not FL22513 R2 AE 514010.odf 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 w/or w/o :::]Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC._NI_013747-Ri.Ddf 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.pd Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports impact resistance is required,hurricane rotective s stem not FL22513 R2 AE 514008.Ddf required ono is required on glazed dent Third P sid ee 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 Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC N1013747 03-R1 Ddf 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 11 FL0214.pdf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: ,RLessures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports imp istance is required,hurricane protective system is FL22513 R2 AE 514008 Ddf required. Se A-FL0214 for details. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovricht 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 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: ® nhc Credit Card safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgtdytNblepz46QEOwO... 7/4/2018 NOTICE OF PRODUCT CERTIFICATION K CERT?FjC� Company: Masonite International Corporation Certification No.: NI013747.03-R1 1955 Powis Road Certification Date: 06/08/2017 West Chicago,IL 60185 Expiration Date: 06/30/2021 ;. Revision Date: 04/13/2018 S Product: Wood-Edge Steel 3/4-Lite or Less Glazed Inswing or Outswing Door w/Full-Lite or Less Non-impact °Ft�'F�'""` ` Rated Sidelites(w/Wood Frame unless noted) eD p 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.Namicertitication.com. NAMI's Certification Program 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 Opaque Size Pressure Pressure Comments X 1/S Glazed 3'0"x 6'8" +50/-50 0 pst 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 psi'' NCTL-110-19469-1/W-1857 Single 3/4-Lite Max 4.5 psf Maximum Panel Size:3'0"x 6'8" 7.50 sf'"` Anchor Details-DWG-MA-FL0214-17 X I/S Glazed 3'0"x 6'8" +50/-50 0 psf NCTL-210-3461-1/W-1857 Single Venllile Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0214-07 X O/S Glazed 3'0"x 6'8" +50/-50 0 psf NCTL-210-3461-1/W-1857 Single Venllile Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0214-07 XX I/S 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" +50/-50 3.0 psfNCTL-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'W'x 6'8"/Sidelite:3'0"x 6'8" Full-Lite Max S/L Anchor Details-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-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x Wit" Full-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FL0214-17 OXO US Glazed 9'0"x 6'8" +50/-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 O/S Glazed 9'0"x 6'8" +50/-50 3.0 psf' NCTL-110-19469-1 Single w/Sidelites 3/4-Lite Max Door 4.5 psf Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 61" 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 S/L 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-Lite Max S/L 7.50 psf' Anchor Details-DWG-MA-FL0214-17 1-Denotes Bumper Outswing Threshold 2-Denotes 7 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 U ORIZED SIGNATURE• 1111 MASONITE. 149'ANX. OYERAu FRAME WIDTH O Q O 21" MAX 36.375" MAX. 21" MAX -j Q 3/4 LITE WOOD EDGE STEEL DOOR UNIT 37.5' MAX. Q O D.L.O. PANEL WIDTH--{ D.L.O. �`FRAME WIDTH 6 �J 6'-8"DOUBLE DOOR WITH/WITHOUT SIDEUTES w/asTRacAL I I � GENERAL NOTES cr O O 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ! (2-U THE FLORIDA BUILDING CODE AND WHERE PRESSURE � REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM I IU DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, I _ DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. °o p 47 xx ^p W 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. z ri 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 -� AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: a ! TEST DESCRIPTION DESIGNATION LITE FRAME_ SELF IGNITION TEMP !. ASTM D1929 842 'F > 650 'F ! tg g RATE OF BURNING ASTM D635 1.28 IN MIN c4< SMOKE DENSItt ASTM D2843 7D.25 � TENSILE STRENGTHS ASTM D638 ' 1.8% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING c 4500 HOURS XENON ARC METHOD 1 C K DOUBLE DOOR UNIT W,(SIDELITES o a' a a V, N I i I 1 � O ®® ®® ❑❑ ❑® ®® ❑❑ ®® ❑® 00 W O SINGLE DOOR UNI 7 DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UN17 SINGLE DOOR UNIT WISIDEUTES DOUBLE DOOR UNl7 W/SIDES ITES a WITH SIDEUTE WITH SIDELITE WITH VENTLITE WHERE WATER INFILTRATION PERFORMANCE IS Al DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE a CONFIG MAX WI INSWING OU WIN i INSWING BUMPER O S -S I S HI DAM 0 S T4 0 S H 0 ! X 37. +50. - 0.0 + .0 N/A +20.0 .0 + 0. +50 + .0 + - 0.0 XX 74 + -5 .0 +50.0 - .0 N A +20.0 -20.0 +30.0 - .0 + - N A N A OX or XO 75 + 0. -50.0 +50.0 - .0 N A +20.0 -20.0 +30.0 -30.0 +S .0 - 0.0 N A N A 6 Z 0X0 112.5 +5 0.0 -50. + .0 IN +20.0 =-2076-7-3-0-07 20.0 + .0 - 0.0 + N A N A OXXO 149 +50.0 -50.0 !+50.0 -50.0 N/A +20.0 -2 .0 +30.0 -30.0 +50.0 -50.0 N A N A X-VENT 17 50.0 -50.0 +50.0 -50.0 N A N A N/A N A N A N A DATE: 5126117 ✓ SCALL- N.T.S. TABLE OF CONTENTS kdrdlll OWN K �e 9-19- owc.By, SWS SHEET DESCRIPTION plr1101, :. KURT B4LTHAZOR c�Br. 1TYPICAL ELEVATIONS & GENERAL NOTES MIMIdlIF• FLORIDA P.E. oa�c -F 2 ANCHORING LOCATIONS & DETAILS 056533 DWG-MA-Ft0214-17 3 ANCHORING LOCATIONS & DETAILS SHEET 1 of 3 V) cc - 6' SEE DETAIL 3' �--6' OU 0(QO 3' "E" 3 3^ 3" zz� O_I I � 3' �3' 1 I I I I I I I Q �O 6. 6. I 6. I — —�6, 6,,I— W 3 Q ,,,111 6* -"I� O in 3' m io �n Q Z n n M wuC, M O f I M 8 rnV) — — h W SD. DETAIL — — W SDEE DETAIL — A — w W — — SEE DETAIL w "c" 8 0 � 9 K n A M O B 6" N J �rZ o 3' 3' 3" 3 3" 3' 3' 6"�t `t 6 0I tl 6' SEEDETAIL ~6' #8 x 2" ASTRAGAL RETAINER BOLT HOLE • MUST BE DRILLED THROUGH . #8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE o STRUCTURE DEEP ENOUGH x #10 x 5/8" EFOR A 1.375" THROW w #8 x 2 #10 x 1" DETAIL "E" ASTRAGAL N 0 #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o 0 #10 x 1" STRIKE PLATE TO FRAME o #10 x 5/8" AS SHOWN. DETAIL "C" DETAIL "D" OD w 1 0-962"1 HOT r 1.375' 1.437' /e x 1-7I2"PHS I T T T INSWING THRESHOLD BUMPER 0/S THRESHOLD T4 0/S THRESHOLD "'' ` I�z HOT WELT/' "" 1/2"OTE o ELASTOMER "; ' �4dsdi�n m NIH iib:. A2Lo14Z+/s oA>E 5126117 1.482' 1.75'2Z7;1.047' EXTERIOR 1NTERXIB SCALE: N.T.S. T 1.437" F?-W--3TYPICAL GLAZfNG DETAIL OIM ..Fr: Sws T T NON-IMPACT GLASS `H" oPAWNGHc NO., 7-SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD HP 0/S THRESHOLD 0w0-W-FI-0214-17 SHEET OF_ SEE DETAIL3" 8" - 6" 2 3 3" DO "E" SHT. 2 3" 3.. 3 _L 6 L 'I w C p(O I I 10 w o Z a SEE DETAILLi_ _ a U U N "D" SHT. 2 cn O Lc) a }! Lo W a Q SEE DETAIL W o C SHT. 2 IA I A 2 G H B 0 6" DG-- _ _ < 6'6. _ g 3^ 3- SEE DETAIL I I_—3 3^ `I 3-6 6" 3" T 6- (_ 6 0) "F" SHT. 26'_ HARDWARE SCHEDULE a� 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND } �ml SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2- CENTERLINE. o ATTACHMENT DETAIL M.2" >, �� 2. ;4" X 4" FULL MORTISE BUTT HINGES. _. 11 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, _0.25" N REW SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 1"x1/2" LEACH ETD 6" F" M EACH END 3" FROM EACH END 6" FROM EACH END (FLORIDA #62514) WITH THE LOWEST (LEAST) a—� I_ AND r oc AND 12" OC o FASTENER RATING FROM THE DIFFERENT FASTENERS + _ BEING CONSIDERED FOR USE. JAMB, HEAD, AND ARYLIC a THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC I SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LATEX+ cL LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 f �¢ WOOD SCREW EDGE DISTANCE MIN 3/4". � J COMBINATION WOOD COMBINATION WOOD � OI SCAE: 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"� MULLION (BOXED) MULLION (BOXED) I ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT '0.25" / mm (3 Nlox2-1/2^ a Z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM wo o SCREWS MINIMUM EMBEDMENT OF 1-1/4". EACH END CL—I I— DATE: 5126117 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ,;' • AddMdmmM�4 N.T.S. TRANSFER LOADS TO STRUCTURE. X01 ws _ owc.aY: sws 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK 0%7;Ho: ANCHOR INSTALLATION INTEGRAL WOOD DWG-MA-FLo214-,'I MULLION (CHS) SHEET 3 of 3 1