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Home My WebLink AboutProduct Approval Florida Building Code Online + �� i � ��`�F� V,�>L• Page 1 of 4 'J JUN 16 � n �:� r�r ,Kn3;i 2011 i r P. Honda�£FafITYiev' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Stall i BCIS Site Map i Links Search Business,-') Professional '�� n Product Approval USER:Public User REgulation Product Aooroval Menu>Product or application Search>Application List>Application Detail ,Irk.o rci _ FL# FL8228-R7 QTc:-*.•a£' y`,^.�Y�w`Ri.-e:,� Application Type Affirmation Code Version 2014 Application Status Approved �� Comments Archived ❑ Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 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) fitandard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 r� 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 0 N ON/A Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX QwtDquftCwaMPtp3 T... 6/14/2016 Florida Building Code Online Page 2 of 4 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 4escription 8228.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+85.0/-85.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0160Dx.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Insti to Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,does not exceed the design pressures listed.3'-0"x Evaluation Reports 6-8"max nominal size. Hurricane protective system L8228 R7 AE 504A. f required in HVHZ,but not required in the Wind Borne Debris Bated by Independent Third Part s Region.See DWG-MA-FLO160-07 for additional information. 8228.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.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 FL8228 R7 II FL0161Dx.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,does not exceed the design pressures listed.3'-0"x Evaluation Reports 8'-0"max nominal size. Hurricane protective system FL8228 R7 AE 503A.odf required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes Region.See DWG-MA-FLO161-07 for additional information. 8228.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.0l.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.5/-50.5Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 II FL0160Dx.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,does not exceed the design pressures listed. 12'-0" Evaluation Reports x V-8"max nominal size. Hurricane protective system FL8228 R7 AE 502A.odf required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes Region.See DWG-MA-FLO160-07 for additional information. 8228.4 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0160Dx.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,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 6'-8"max nominal size. Hurricane protective system FL8228 R7 AE 502A.odf required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes Region.See DWG-MA-FLO160-07 for additional information. 8228.5 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0161Dx.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: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3 T... 6/14/2016 Florida Building Code Online Page 3 of 4 ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 8'-0"max nominal size. Hurricane protective system FL8228 R7 AE 501A.Ddf required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party: Yes Region.See DWG-MA-FLO161-07 for additional information. 8228.6 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0161Dx.Ddf 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,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 8'-0"max nominal size.Hurricane protective system FL8228 R7 AE 501A.Ddf required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes Region.See DWG-MA-FLO161-07 for additional information. 8228.7 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.03.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure: +52.0/-52.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0162Dx.Ddf 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,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 6'-8"max nominal size. Hurricane protective system FL8228 R7 AE 502A.Ddf required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party:Yes DWG-MA-FLO162-07 for additional information. 8228.8 Fiberglass Side-Hinged Door Unit 6-8"Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.03.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0162Dx.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,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 6'-8"max nominal size. Hurricane protective system FL8228 R7 AE 502A.Ddf required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party:Yes DWG-MA-FLO162-07 for additional information. 8228.9 Fiberglass Side-Hinged Door Unit 8'-0"Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.04.pdf 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 FL8228 R7 II FL0163Dx.oddf 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,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 8'-0"max nominal size. Hurricane protective system FL8228 R7 AE 501A.Ddf required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party: Yes DWG-MA-FLO163-07 for additional information. 8228.10 Fiberglass Side-Hinged Door Unit 8'-0"Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure: +43.0/-47.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0163Dx.Ddf 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,does not exceed the design pressures listed. 12'-0" Evaluation Reports x 8'-0"max nominal size. Hurricane protective system FL8228 R7 AE 501A.odf required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party:Yes DWG-MA-FLO163-07 for additional information. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtD quftCwaMPtp 3 T... 6/14/2016 Florida Building Code Online Page 4 of 4 8228.11 Fiberglass Side-Hinged Door Unit 6'-8"Impact Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8228 R7 C CAC NI006900.05.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+52.0/-52.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 II FL0162Dx.Ddf Florida Building Code not including the High Velocity Verified By: National Accreditation&Management Institute Hurricane Zone,and where pressure requirements as Created by Independent Third Party: determined by ASCE 7 do not exceed the design pressures Evaluation Reports listed. 12'-0"x 6'-8"max nominal size.See DWG-MA- FL8228 R7 AE 502A.Ddf FLO162-07 for additional information. Created by Independent Third Party: Yes 8228.12 Fiberglass Side-Hinged Door Unit 6'-8"Impact Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8228 R7 C CAC NI006900.05.Ddf 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 FL8228 R7 II FL0162Dx.Ddf Florida Building Code not including the High Velocity Verified By: National Accreditation&Management Institute Hurricane Zone,and where pressure requirements as Created by Independent Third Party: determined by ASCE 7 do not exceed the design pressures Evaluation Reports listed. 12'-0"x 6-8"max nominal size.See DWG-MA- FL8228 R7 AE 502A.Ddf FLO162-07 for additional information. Created by Independent Third Party:Yes 8228.13 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8228 R7 C CAC NI006900.06.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0163Dx.odf Florida Building Code not including the High Velocity Verified By: National Accreditation&Management Institute Hurricane Zone,and where pressure requirements as Created by Independent Third Party: determined by ASCE 7 do not exceed the design pressures Evaluation Reports listed. 12'-0"x 8'-0"max nominal size.See DWG-MA- FL8228 R7 AE 501A.Ddf FLO163-07 for additional information. Created by Independent Third Party: Yes 8228.14 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.06.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +43.0/-47.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0163Dx.pdf Florida Building Code not including the High Velocity Verified By: National Accreditation&Management Institute Hurricane Zone,and where pressure requirements as Created by Independent Third Party: determined by ASCE 7 do not exceed the design pressures Evaluation Reports listed. 12'-0"x 8'-0"max nominal size.See DWG-MA- FL8228 R7 AE 501A.0f FLO163-07 for additional information. Created by Independent Third Party:Yes Badt Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Cooyriaht 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: a] ® aCtEck M scLurihaurnucs http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3T... 6/14/2016 �/ DO � 149'MAX.OVERALL FR4ME WIDTH / CL: DO cjonG�e^ o 0 0 SIDE-HINGED FIBERGLASS DOOR UNIT 21.MAX 36.375„MAX. Q CO D.L.O. PANEL WIDTH J 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES VIIASTRAGAL FRAME WIDTH ci� v, GENERAL NOTES O I. EVALUATED FOR USE IN LOCATIONS ADHERING TOLD THE FLORIDA BUILDING CODE AND WHERE PRESSURE 0 U DESIGN LOADS AS DETERMINED N ASCE 7,MINIMUM a DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Z _ DOES NOT EXCEED THE DESIGN PRESSURES LISTED. L_u Lr)U 2. WIZEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ug Z HURRICANE PROTECTNE SYSTEM(SHUTTERS)IS REQUIRED. _ O 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, co LU EXCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), ¢O Y HURRICANE PROTECTIVE SYSTEM 15 NOT REQUIRED ON .i PANELS WITH IMPACT GLASS,BUT IS REQUIRED ON PANELS h O ® SW WITH NON-IMPACT GLASS. e O n 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 'S AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 2� o 5. PLASTICS TESTING OF FIBERGLASS FACING: � pal TEST DESCRIPTION DESIGNATION RESULT $JI- SELF IGNITION 1EMP ASTM 01929 752'F>650'F I m W RATE OF BURNING ASTM 0635 0.56 IN MIN SMOKE DEN59Y ASTM 02843 53.47. C-2 TENSILE STRENGTH- ASTM D638 3.2%DIFF $ 5. PLASM TESTING OF UTE FRAME MATERIAL' TEST DESCRIPTION DESIGNATION RESULT DOUBDOOR NR W/ID ITS n SELF IGNITION TEMP ASTM D1929 740'F>650'F RATE OF BURNING ASTM D535 0.77 IN/MIN T, fItlflb HAAs 3 3 3 3} SMOKE DENSITY ASTM D2843 13.4% CBSTi:L N)c NIT 00 TENSILE STRENGTH' ASTM D638 -7.50%DIFF •COMPARATIVE TENSILE STRENGTH AFTER WEATHERING. 9/ A zO to 4500 HOURS XENON AN METHOD t Z Z 7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13. a V w 4 Barco UaUO 0 J� O QULW2� to rjNZd D�S� lY �OOOW �NNO1Q SINGLE ODOR TIN R DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGIF DOOR UNIT 51N. DDDR INIT W/10 IT`; DOUBLE DOOR UNIT W/SIDELITEa WITH SIDELITf WITH SfDIELIT o U m a z WHERE WATER INFILTRATION PERFORMANCE IS wte 7/5 07 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15%OF DESIGN PRESSURE q SHEEP DESCRIPTION CONFIG MAX WIDTH INSWING I OUTSWING INSWING OUTSWINC O ITSWING• % 37.5 +52.0 -52.0 +55.0 -55.0 +t9.0 -19.0 +40.0 -40.0 +55.0 -55.0 owc.rx: SANS 1 TYPICAL ELEVATIONS&GENERAL NOTES X% 74 +52.0 -52.0 +55. -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 2 JANCHORING LOCATIONS&DETAILS OX or XO 75 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 P1K IM: S ANCHORING LOCATIONS&DETAILS O%O 1125 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 KURT B4LTHAZOR DR.wWc Ko.: 0%XO 149 +52.0 +55.0 FLORIDA P.E DWG-da-817162-07 •High Dam Threshold Design #56533 si,m 1 a 3 SEE DETAIL J. �6' OU Q I I I I S. 6' —8 6'—�— _ O O 3•—I .D u Z 0- SEE SEE DETAIL ¢ W 'D' r � SEE DETAIL C SEE DETAIL 'C' — o- — 6 w — — ^C' in G 0- 6.6' 66P J� m a �� ole o -I - J' 6" 6' SEE DETAIL N 3.t0 I^r .E. l .All(0111�fl y V31 y N m N9. lJ7GeL -T�7 z FN G //8 x 2-1/2" Dalalln' olv,li. a w� AL RETAINER BOLT HOLE goo ti MUST BE DRILLED THROUGH a o z #10 x 2" THE THRESHOLD & INTO THE �� ¢ c #8 x 2-1/2"" DETAIL "'E"ASTRAGAL STRUCTURE DEEP ENOUGH ti z o #10 x 5/8" FOR A 1.375' THROW #5 x 2-1/2" //10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME DETAIL "F"ASTRAGAL =0 0 o w O f/10 x 5/8" JIO x 3/4" AS SHOWN. nflNma • 0.13A•ANN+111G (�VWAQ NATW INSERT 110 x 2" NAQ DOW 832FRAME / DOORO.osD•srlea #6 x 1-t/3'PHS DETAIL "D" DETAIL "C"TYPICALDAZE: 1/5/07 DDW 973DDW W20.962N.T.S. �_, 7.75' I1.04TDwG.W. SINS 1.375.T T T E--� 1NrFinaa TYPICAL GLAZING DETAIL -1ND.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS TYPICAL GLASS DWG-MA-FLO163-07 sHm 2 a 3 SEE DETAIL 3. 6" I —6• cr N 3' 6' I 3• I 3• U C)ED I--6' 6'—I I I I I I 16' 6-j I I I o O J 6' e m Q C1 w O- � w a U Z n a SEE DETAIL - - a In U y'D'SHT.2 Y Z Lf) e �� Lu SEE DETAIL w w 'C'SHT.2 A A � r It 3. 3• I 3. 3. -I 3.6LLL 6" - 3• .. m �� SEE DETAIL 6' 6' oiE 'F'SHT.2 6'- o ATTACHMENT DETAIL woo., 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, '3x^'3"^m SIGNED AND SEALED BY LUIS R. LOMAS, PE ? (FLORIDA 062514) WITH THE LOWEST (LEAST) 0 wUO z FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND LLw THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE o 010 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL d agoO z SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULE �.0, w 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED ^o BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. �o w CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. AND MAXIMUM 7" O.C. OR 010 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 4 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50' 1.25 * o U m a Z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN —5 MIN —DMAX1 AX OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE - SHIM > SHIM /AbBaIIbNWB wtE: 1/5/07 MINIMUM EMBEDMENT OF 1-1/4". Ce�m%., IJtaeb4�-2i-i[ scar N.T.S. CL—I I- CL- I- „" �� 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO �' p a „I„„ or �: Sw5 TRANSFER LOADS TO STRUCTURE. '�'� �`•'' cNK.er: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 0R01""G N0i TYPICAL WOOD BUCK TYPICAL MASONRY oWG-w-n0I62-o7 ANCHOR INSTALLATION ANCHOR INSTALLATION srtn 3 ar 3