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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 aw Business ♦ Professional 1 Florida DeparMntof BCIS Home i Log In ? User Registration Hot Topics i Submit Surcharge Stats&Facts I Publications ; FBC Staff BCIS Site Map 1 Links Search Busines Professi I ` product Approval '� �) USER:Public User Regulation Product Approval Menu>Product or Aoollcation Search>Application List>Application Detail FL# FL4904-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived C1 Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By ®I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgteluIwHNbb1S... 12/3/2015 Florida Building Code Online Page 2 of 3 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products FL# Model,Number or Name Description 4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and 0/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0128.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 504A.pdf 3'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO128-05 for details. 4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0129.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 503A.pdf 3'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.0l.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0128.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 502A.pdf 12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0128-05. 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+45.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0129.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.pdf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. 4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbb1S... 12/3/2015 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0129.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute .Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.odf 12'-0"x 8'-0"max nominal size,When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0129-05. 4904.6 Wood-edge Steel Side-Hinged Door 6'-8"Glazed I/S and 0/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.03.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0130.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 502A.Odf 12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO130-05 for details. 4904.7 Wood-edge Steel Side-Hinged Door 8'-0"Glazed I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.04.Odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure:+40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0131.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.Ddf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO131-05 for details. 4904.8 Wood-edge Steel Side-Hinged Door 8'-0"Glazed O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.04.Odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0131.Odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.Ddf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO131-05 for details. Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Coovrioht 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 emalls 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: fGa = O sccuritvut:nucs https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbblS... 12/3/2015 NOTICE OF PRODUCT CERTIFICATION r mac- A � Company: Masonite International Corporation Certification.No.: NI006110.01 1955 Powis Road Certification Date: 07/23/2005 A West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/and w/o Non Impact Rated Sidelites i,etc (w/Wood Frame unless noted) Specification: TAS 201/202/203 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.N.imicei-tifcation.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" +76/-76 2.86 psf Yes NCTL-210-2929-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0128-05 X O/S Opaque 3'0"x 6'8" +76/-76 8.25 psf Yes NCTL-210-2929-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0128-05 XX I/S Opaque 6'0"x 6'8" +55/-55 2.86 psf Yes NCTL-210-2930-1 Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 XX 0/S Opaque 6'0"x 6'8" +55/-55 8.25 psf Yes NCTL-210-2930-1 Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 2.86 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 Detail-MA-FL0128-05 XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 OXO I/S Opaque Door 910"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:30"x 6'8" Anchor Detail-MA-FL0128-05 OXO O/S Opaque Door 910"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 OXXO I/S Opaque Doors 12'49'x 6'8" +55/-55 2.86 psf Doors-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 OXXO O/S Opaque Doors 12'4"x 6'8" +55/-55 8.25 psf Doors-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804) 684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: i 6934 00002 01731 11/20/15 /1 SALE 61 EXF3639 12:53 PM -- CONTINUATION DOCUMENT -- PAGE 2 TSI E800 ARC 00 i I I i I i I 149"MAX. OVERALL FRAME WIDTH ca 21" MAX 36.375" MAX. CO L�DOUBLeDO E-HINGED WOOD-EDGE STEEL DOOR UNIT -D.L.O.- PANEL WIDTH- 37.5" MAX, ¢ D FRAME WIDTH Z J OR WITH/WITHOUT SIDELITES W/ASTRAGAL O --- - - -- --- - ¢ cn z SO GENERAL NOTES W 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ^ o Z DCES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON '� O ~ OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. X ¢ LJ 3. IN THE HVHZ. FACTORY PRIMED COORS MUST BE PAINTED IN w _i r x ACCORDANCC WITH SECTION 2220 OF THE FDC. 4. POLYURETHANE CORE --LAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. S. PLASTICS TESTING OF LITE FRAME MATERIAL: " o TEST DESCRIPTION DESIGNATION RESULT I Q o o SELF IGNITION TEMP ASTM C1929 740 'F > 6SC 'F 4oU J¢z RATE OF BURNING ASTM C635 0.77 IN/MIN o m m SMOKE DENSITY ASTM D2843 13.47 TENSILE STRENGTH' ASTM D638 7.507 DIFF `�'J 9 w w U COMPARATIVE TENSILE STRENGTH AFTER WEATHERING w oN 4500 HOURS XENON ARC METHOD 1 0 3 0 DOUIRI F DOOR UNIT W/SIDELITES a aj Addet it to NM S3:-_--IU)I U7 U7 U: m Cedkzion No.: r RWFad By 031eRe' J;• o z ¢ z U_ I,LH LH L' CkfW �¢¢w lL� na ac�w� v_ Ln w ouo= Ir e I �2oao'� �I ILII o w �N�N OQ 01--I SINGLE DOOR UNIT DOUBLE DCOR UNlT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELI'ES wOUm6 WJTH S�L� WITH SIDELITE G WHFRF. WAILI? INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE DAT`` 7/i 1/05 TABLE OF CONTENTS CONFIG ,MAX WIUIH INSWING I OUISWING INSWING OU SWING ./y �J SCALE: N.T.S. X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 �+7 s- SHEET_/f DESCRIPTION XX 74" 155.0 -55.0 f55.0 -55.0 +19.0 19.0 155.0 -55.0 DWG.BY: SWS 1 TYPCAL ELEVATIONS & GENERAL NOTES OX or XO 75 +55.0 -55.0 +55.0 4 -55.0 +19.D -19.0 +55.0 -55.0 CHK.BY: 2 ANCHORING LOCATiONS & DETAILS 0X0 I'2.5 +55.0 -55.0 +SS.0 -55.0 +19.0 +55.0 -55.0 3 ANCHORING LOCATIONS & DETAILS OXXO 149 +55.G -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 KURT BALTIP. )WG- ND.: --, .L FLORIDA P.E. )WG-M4-FL0128-OS ,`56533 SHLET 1 CF 3 CIL: Ln o °D 6" SEE DETAIL —6 .I O 3„ 3, I—3-j N O J —�6„ 6„_I— 3..— I is o n I z n U n Lu = Ln r M^ OnM Z U()U w V O G L aQ SEE DETAIL — — a o Gq Q, Q SEE DETAIL � C w I SEE DETAIL „0•. 0 — 6” 6" 63.. _ c• y m _ .• 6„ _ I I I I I I I I I o r 3" — 3" 143„ f ---"'III m a 6" —6 !n cn cn;n SEE DETAIL 3333m 'F" In rn rn cn 2 Z H 0 Z w U J 1L w uJ w Q¢w ASTRAGAL RETAINER BOLT HOLE L a vl o #i0 2" MUST BE DRILLED THROUGH ow n x #8 x 2-1/2" #8 x 2-1/2" _ THE THRESHOLD & INTO THE UJ50 #10 x 5/8" ® $ - STRUCTURE DEEP ENOUGH ¢_ FOR A 1.375" THROWN O W 0 #10 x 5/8" #10 x 3/4" DETAIL "F" ASTRAGAL 0)Ni t N 0 #10 x 2" DETAIL "E" ASTRAGAL IG(1/8"TEMP.GLASS) FRAME / DOOR ATTACH ASTRAGAL RETAINER, BOLT DOW 995 W/OP71ONAL DECORATIVE INSERT DETAIL 'D' ALUM. STEEL OR BUM SPACER STRIKE PLATE TO FRAME 1/2"BITE w�v m o DETAIL "C AS SHOWN. �#6 x 1-1/2"PHS TYPICAL. Addendum l9 NA IIDATE: 7111105 ;•f •;•yA " SCALF: N.T.S. �� 0.962•'I Cer,ifi¢lion ND.:��o��ila�,S:Y . t.375" Rev EWcd By „^i": Dwc.BY: S4Y5 _ Date Rewe DO'W 995 ;•P-v. CHZ.BY: I DRAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD EXTEBIOB I NTFRI R INSWING DWG-MA-FLO 128-05 TYPICAL GLAZi,IG DETAIL ' SHEET 2 of 3 .r f T SEE DETAIL 3" 3, 6" — —I —6' 0 CC) "E" 2.SHT. L -- 3' U O c� 6" 6.. 6.. � I—6'. 6..— p in I o I lil C7 U U Lo = n SEE DETAIL a¢ z Lr)U N "D" SHT. 2. F—^ I J J cf) LI ® ¢ W SEE DETAIL a "C" SHT. 2 — — _ un 8 M B O q qG H � a G � i J I I I I it I I I I I I WWW w 2� SEE DETAIL — — 0 'F" SHT. 2 na. 333} ATTACHMENT DETAIL n n rn m 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE z (FLORIDA #62514) WITH THF LOWEST (LEAST) cQi c' FASTENER RATING FROM THE DIFFERENT FASTENERS 3 BEING CONSIDERED FOR USE. JAM-3, HEAD, AND o d uj v THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE v�h vv zo #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL HARDWARE SCHEDULE a� SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR wNOw L w LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND oma= SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE AT 5-1/2_" CFNTERIINF. mom FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO 0 w BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES °NrC4v CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 1.50" L25" w o v m o 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN _0.25" MIN " _0.AX Z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE GL—� �— .�;, GL—� �— Ad�raamroMAMI SCALE: N.T.S. MINIMUM EMBEDMENT OF 1-1/4". ,al CwlAwtbntb.: vroc�rrc-,izy Owc.BY: SwS 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PRO°ERLY TO Aa"�"SAY --�' CHK.6Y: DafeA?yew ;L,. DFAwiNc -TRANSFER LOADS 'i0 STRUCTURE. Vl.:- 5. MINIMUM DESIGN VALUE. STRENGTI I OF ANCHORS 71 LDS. TYPICAL WOOD BUCK TYPICAL MASONRY Dwc-rrA-FL0729-05 ANCHOR INSTALLATION ANCHOZ INSTALLATION s,EET 3 CF 3 m r