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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 4 Floiida Departmentf SCIS Home ; Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts 1 Publications I FBC Staff ! BCIS Site Map ; Links j Search 1 Rusines �Q'ProdprovalProfessi al USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL8228-R7 t! Application Type Affirmation i Code Version 2014 Application Status Approved + i lull �. Comments Archived ❑ 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 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By c�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=wGEVXQwtDquftCwaMPtp... 11/30/2015 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 Description 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 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 6'-8"max nominal size. Hurricane protective system FL8228 R7 AE 504A.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. 8228.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S and 0/S Single Door 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:+70.0/-70.0 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: 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 NI006900.01.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 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. 8228.4 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.odf 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: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp... 11/30/2015 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 UnitjSi�doe"Ii�teps Outswing Single or Double Door w/or w/o Limits of UseCertification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.1)df 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.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 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 NI006900.03.1idF 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. lI .— ^ 228 8? x ,Fiberglass Side-Hinged Door;Un'it _.�.6 8 .Glazed'OLtswing,Single or:Double Door°w/nr wjo`.`3' elm— '' 'Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.03.odf 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.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.odf 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 NI006900,04.0f 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.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 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 NI006900.04.0f 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. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp... 11/30/2015 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.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 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.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 FL8228 R7 II FL0162Dx.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 6-8"max nominal size.See DWG-MA- FL8228 R7 AE 502A.0 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.pdf 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.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.pdf 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 NI006900.06.1)df 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,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.odf FLO163-07 for additional information. I Created by Independent Third Party:Yes Back 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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: -7 a SCCurlt'AlkTitlCS' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp... 11/30/2015 149"MAX. OVERALL FRAME WIDTH rL 00 0 0 SIDE-HINGED FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX. D.L.O.- PANEL WIDTH 37.5" MAX. Q p 6'-B"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH J GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO cr_ p Q THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z U DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _ DOES NOT EXCEED THE DESIGN PRESSURES LISTED. - U7() 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. n'• N ♦- 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, ca X 013 ^L(i1 EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON W O PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS = z p = WITH NON-IMPACT GLASS. W �, 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. o y 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT o J¢z SELF IGNITION TEMP ASTM 01929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN SMOKE DENSITY ASTM D2843 53.4% o m v TENSILE STRENGTH- ASTM D638 3.2% DIFF 0 5. PLASTICS TESTING OF LITE FRAME MATERIAL: o` 1- TEST DESCRIPTION DESIGNATION RESULT _DOUBLE DOOR UNIT W�SIDELITES 0 a SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN Altdedlm�WlMf 3 3 3 3} - SMOKEDENSITY ASTM 02843 13.47 0BI1h1�fi00I'ID: Nl 60 L -/L FA In(f)U m TENSILE STRENGTH• ASTM D638 -7.50% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING z 4500 HOURS XENON ARC METHOD 1 F Z z 7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13. V J IPw 4 Q�O N 0(L V)0 Z j O w O �Q00 > KA w 02=O Ir • • 9 e O O O w n NN 010Q Ol^ sH SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELI7E WITH SIDELITE U m¢Z WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE Q�� DATE: 1/5/07 SHEET DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING- f� 7 SCALE: N.T.S. X 37.5 +52.0 /'-52.01-+55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 DWG.BY: SWS 1 iTYPICAL ELEVATIONS & GENERAL NOTES XX 74 +52.0 -52.0-1-- -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 -40.0 +55.0 -55.0 CHK.BY: 3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 KURT BALTHAZOR oRAvnHc NO.: OXXO 149 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 FLORIDA P.E. • High Dam Threshold Design #56533 DWG-MA-FLO162-07 SHEEP I OF 3 Ln a Co 0 6" SEE DETAIL _ —3" — —6" _.I c CO "E Z O J I 3.. 3" I 3. 3„ 3.. I—3I { I O I II I I I II ! I I ¢ LO 6.. 6,.—I — 6,. 6�� I� 6.. 6" n N n Ln w < n n Z LTA U UV) N a-SDEE DETAIL ¢ W r 0 SEE DETAIL � a wo SEE DETAIL Li �J w Of n _ ' 6 0 0 p n A B 0 f 6 $U' N � N 6 6 I ohm .y .�� _ ZZ _ "I O K 3" o F 3 3 3" 3" 3 6" 6" a 6" mi SFE DETAIL-7 6- A rdlnniDHA611 3 3 3 3} m CEltamlimND: NTDo ,goq-T'L1xN 8 x 2-112" ReveMedBY o 0 Z # Dale A.' /za l i, a w U N-i ASTRAGAL RETAINER BOLT HOLE g o o D MUST BE DRILLED THROUGH o o o z#10 x 2" THE THRESHOLD & INTO THE =wQ M DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH Ci z D_ aw Ln#10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375' THROW o 2 x� #8 x 2-1/2" #10 x 3/4" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL m r, #10 x 5/8" AS SHOWN. ^�11 1�o o w ❑ #10 x 3/4" rl04c\I CD �[ 0.124'ANNEALED DECORATIVE INSERT .- 7110 x 2" 0.090"SAFLEX RIG (OPTIONAL) DOW 832 FRAME / DOOR 0.124"ANNEALED .0124"TEMP. 16 11 1-1/2"PHS DETAIL "D" DETAIL "C" o U m a z TYPICAL DOW 632 `^��t`'' DOW 832 DATE: 1/5/07 0.962"I1.75" 11.047" ':,"1, Dow 832� •� ;.• SCALE: N.T.S. 1.375" DWG.6r: SWS � �•.. •; ;. -.•: T T T f�EeiQa '" `O E% OR TERINTFRIOR CHH.BY: TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL DRAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM DAM O/S THRESHOLD THRESHOLD IMPACT RATED GLASS NON—IMPACT GLASS DWG-MA-FL0162-07 SHEET_2 of 3 L L0 SEE DETAIL —3.. 6" —8" O Op "E" SHT. 2 3 6 3 I-6 6"-1 Lo cc Lu 0 CL U U N SEE DETAIL _ _ as D7 U "D" SHT. 2 �' Lo J a aLLJ SEE DETAIL w w "C" SHT. 2 0 n 0 A •� A � Lo 6"T�F I 6 i0 3" I r w z� r zd SEE DETAIL 6" — 6" ��" o "F" SHT. 2 6" 0 TL a a ATTACHMENT DETAIL �m�rn 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 3 m} Ul U!n N SIGNED AND SEALED BY LUIS R. LOMAS, PE Z F rn (FLORIDA #62514) WITH THE LOWEST (LEAST) O z FASTENER RATING FROM THE DIFFERENT FASTENERS ~ Z a J� BEING CONSIDERED FOR USE. JAMB, HEAD, AND W THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �`Rwl #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL c�i a 0 z SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR = DDow- O LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULE (n 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ��_D FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. 00-o- CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD rn SCREWS LOCATED 6'• FROM EACH END AND MAXIMUM 12" O.C. o'• x 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" 1.25" ` o v m a o ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN —MAX MIN a —MAX Z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIPA DATE' 1/5/07 MINIMUM EMBEDMENT OF 1-1/4". I Cel CafronFb: Nt6O4 ao-/C� SCALE: N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CL+I I— `"' CL— �— -'' pegy DWG.BY: Sws TRANSFER LOADS TO STRUCTURE. CHK.BY: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DRAWNG NO.: TYPICAL WOOD BUCK TYPICAL MASONRY 0wG-MA-FLO162-0� ANCHOR INSTALLATION ANCHOR INSTALLATION SHEET .3 OF 3 Florida Building Code Online Page 1 of 3 R,ida Departrnento BCIS Home Log In User Registration ! Hot Topic Submit Surcharge ; Stats&Facts Publications FBC Staff BCIS Site Map } Links ; Search (" Business) Professi IQi` Product Approval USER:Public User ,�. c 7s Regulation i L! Product Approval Menu>Product or Application Search>Application List>Application Detail � �`� FL# FL4334-R9 Application Type Revision Code Version 2014 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 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 Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 https://vvww.floridabuilding.org/pr/pr_app dtl.aspx?param--wGEVXQwtDqttSMGyvqTu... 11/30/2015 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 4334.1 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R2 C CAC NI005930.01.13D Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 11 FL()120.pd 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. FL4334 R9 AE 504B.I)d 3'-0"x 6'-8"max nominal size.Hurricane protective system Created by Independent Third Party:Yes is NOT required.See anchor detail DWG-MA-FLO120-05 for additional information. 4334.2 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S and O/S Single Door I Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 Rg 11 FL0121,pd 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. FL4334 R9 AE 5036.pd 3'-0"x 8'-0"max nominal size.Hurricane protective system Created by Independent Third Party:Yes is NOT required.See anchor detail DWG-MA-FLO121-05 for additional information, -4334.3 Fiberglass Side-hinged Door Units- 8'-0"Opaque O/S Door wl or w/o Sidefites ss Si Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC N100593-Q.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0121.pd 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. FL4334 R9 AE 5016.r) 12'-0"x 8'-0"max nominal size.Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FL0121- 05 for additional information. 1 4334.4 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S Door wl or w/o Sidelites I Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ.Yes FL4334 R9 C.CAC N1005930.02.PDF Approved for use outside HVHZ,Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 Rg II FL0121.pd 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. FL4334 R9 AE 5018,od 12'-0"x 8'-0"max nominal size.Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FL0121- 05 for additional information. 4334,5 Fiberglass Side-hinged Door Units- 6-8"Opaque O/S Door wl or w/o Sidefites I Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant,Yes 02/28/2021 Design Pressure:+55.0/-50.5 Installation Instructions Other.Evaluated for use in locations adhering to the FL4334 R9 II FL0120.pd 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 https://www.floridabuilding.org/pr/pr app MiGy dtl.aspx?param=wGEVXQwtDqtt ju... 11/30/2015 1--s _'V Florida Building Code Online Page 3 of 3 Structures,does not exceed the design pressures listed. FL4334 R9 AE 502B.Ddf 12'-0"x 6-8"max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required.See anchor detail DWG-MA-FL0120- 05 for additional information. 4334.6 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0120.1)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. FL4334 R9 AE 502B.Ddf 12'-0"x 6'-8"max nominal size. Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FL0120- 05 for additional information. 4334.7 Fiberglass Side-hinged Door Units- 8'-0"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.04.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FLO123.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,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R9 AE 501B.Ddf 12'-0"x 8'-0"max nominal size. Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FL0123- 05 for additional information. 4334.8 Fiberglass Side-hinged Door Units- 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NIO05930.03.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+60.0/-60.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0122.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,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R9 AE 502B.Ddf 12'-0"x 6'-8"max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required.See anchor detail DWG-MA-FL0122- 05 for additional information. Back Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Coovriaht 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 mall.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: Ec�:ecl securit'I LT S, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTu... 11/30/2015 MIN 00 j ® 149'MAX. OVERALL.FRAME WIDTH O 20.5" MAX 36.375" MAX. Com, HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D.L.O. PANEL WIDTH,.{ 37.5" MAX. Q D 6'-8°GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I FRAME WIDTHIlk =1 O cr- aU GENERAL NOTES U)U 1. EVALUATED FOR USE IN LOCATIONS ADHERING TOF N O C))E- THE FLORIDA BUILDING CODE AND WHERE PRESSURE c-(n REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, C) DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF w 4 A HURRICANE PROTECTIVE DEVICE (SHUTTERS). IL 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM EB4. 4. PLASTICS TESTING OF FIBERGLASS FACING: $' I TEST DESCRIPTION DESIGNATION RESULT ac m�z SELF IGNITION TEMP ASTM D7929 752 'F > 650'F HN WGiTEOFBUNING ASTM D635 0.56 IN MIN C-1MOKE 0 N!S ASTM D2843 53.47, m TENSILE STRENGTH- ASTM D638 I 3.2X DIFF o: 0 • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o 4500 HOURS XENON ARC METHOD 1 0 DOUBLE DOOR UNIT IM/SIDELITES a a In(n(nNTnEn ditk ArnloNAIM 3333m33m tnmrnmm Ce1W'Ica§mNo:. bate x y fleYlemtdBy z z"-w 2 w2�U'J W Ln a m (n0�ul Zz wne- g pwzwxVr3 0w o: N 0.0 N F[ a4M SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELTTES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELRE WRH SIDELRE tL w o v m x Z WHERE WATER INFILTRATION PERFORMANCE IS M1E 2111105 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE s CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• f SCALL. N.T.S. SHEET DESCRIPTION X 37.5 +60.0 -60.0 -6-60 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 DwD t1r: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 - 0.0 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 �•�' 3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.D -60.0 KURT &LLTHAZOR DFLIW NG NO.: OXXO 1 149 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 FLORIDA P.E. DWG-M4-FL0T22-05 • High Dom Threshold Design J56533 sNcet__L OF 3 pa � 6' SEE DETAIL 3. 6• () (0O 3 — 3' 3- 3� 3• 3- �— 1_ 10 c J 1 II II I I II I I I Z (/10 I 6. 6. _I 6- 6. _I — —I 6. 6. I— W Q 1n 111"" "'III 3---111 is .0 0 111��� ---III T. kn a U 1r�U n� 0 w a 'ten Z U) N N SEE DETAIL — — W >. J J Q � SEE DETAIL o WSEE DETAIL .0. _ A w 6 W — — .G. n_ 8 0 in n A O 6 va G G H — H 6' — a J qIn IS 3' 7n 0 g m S a r � � 5' 6' ffi ¢ 01 �1 � � a � _ 3IE I I 0 3' 3' 3- g- 3' 3' 6- '1 I"6. a 6' 6' SEE DETAIL 1n 1n In In 1n 1n y 'F' uii u3i v�'i v'i vii vii m U_ #8 x 2-1/2" Li 0 uj n z� ASTRAGAL RETAINER BOLT HOLE a c=i In MUST BE DRILLED THROUGH V) -'Do:¢z o #10 x 2" THE THRESHOLD & INTO THE w g_ o m #8 x 2-1/2" oozUO-i DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH OEM Z J 0 #10 x 5/8" FOR A 1.375" THROW ATTACH ASTRAGAL RETAINER BOLT #8 x 2-1/2" #10 x 1" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL 0 co o0 00 in v' 00 O�w p #10 x 58'/ #10 x 1" AS SHOWN. arnN�No 0.124'ANNEALED DECORATIVE INSERT d•a M #10 x 2" Addendunto NAMI 0.090•sq'm mG (OP71ONAL) DETAIL "C0.124'ANNEALED .0124'TEMP. Cerh1'ealknlp�. DETAIL "D" TYP. k4wed BT. a w w o v m x z ALUMINUM BUI'!l �6% t-1/2'PHS ME: 2/11/05 sr u N.T.S. DOW E32 DOW 832 0.962�� 1.75• 11.047" +: OR EQUAL DWG.en $W$ OR EQUAL ';' 1.375' EXTERIO INTERIC CHK.gy; T T T TYPICAL GLAZING DETAIL DRAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS DWG-MA-FLO122-05 SHEEP 2 OF 3 e CL: Do cc U C] SEE DETAIL 3. _l 'E' SHT. 2L 3- 3- 3" 3" O � Q J 3' 6" 6" s" I I I I W O s" U �o �o = n oN 1„ y LU ro� U a — — a SEE DETAIL a Q W rn "D" SHT. 2 Or EE DETAIL w Sw SE SHT. L A — — in itLn 0 B q A G G H 9C a g�6» 6. io to w o o 3" 3" T3• -"I 3.6 6" 3" f 3" a AddeldnioO lII SEE DETAIL 6" 6' to��nn rn to rn N "F" SHT. 2 333333m CelhlaelR0.• In to U)In In w Reihvdpp,» = VI D93V'• 2 z(n Z Z{n f/I uj X�mac�-1 1.25" > x : HARDWARE SCHEDULE ''' Z a ATTACHMENT DETAIL MIN —0.25- a�I X o SHIM 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND rn v rn Z 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED rn a O=a o SIGNED AND SEALED BY ROBERTO LOMAS, PE CL—� �- ,• AT 5-1/2" CENTERLINE. w uj w x E- N (FLORIDA #62514) WITH THE LOWEST (LEAST) :�^ o z Z"o� FASTENER RATING FROM THE DIFFERENT FASTENERS 2. 4" X 4" FULL MORTISE BUTT HINGES. a i o zd si x BEING CONSIDERED FOR USE. JAMB, HEAD, AND coN THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY oo�o�w #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL ANCHOR INSTALLATION N rn N N SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1'xt/z" CORRUGATED %IOx2" WOOD SCREW (2) gl() -1/2" WOOD SCREW EDGE DISTANCE MIN 3 4". o s. 3" FROM EACH END 6 FROM EACH END wo o SCREWS / AND 7" OC AND 12" OC EACH END 1.N 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN _�- { �. w o v m x z SHIM ACRYLIC ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT LATEX OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL ACRYLIC��� DAM- 2111105 ACRYLIC + score N.T.S. MINIMUM EMBEDMENT OF 1-1/4". �;• LATEX — CAULK CL DWG.BY' SWS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CNK.BY, TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE DRAWING ND.: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) DWG-MA-FL0122-05 sxeEr_L OF 3 Florida Building Code Online Page 1 of 3 Iry 0,0 1jj 0 /?' ; "`t lit a s a ° • m 0 Florida Departmentof BCIS Home I Log In User Registration Hot Topics Submit Surcharge ; Stats&Facts Publications ; FBC Staff BCIS Site Map Links ; Search Businesa Professi�l Product Approval USER:Public User Regulation may..} ., M. Product Aooroval Menu>Product or Application Search>Application LIS t>Application Detail FL# FL1435-R17 Application Type Revision Code Version 2014 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 PGT Industries y R; 7. Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 V(941)486-0100 Ext 22318 " 4 druark@pgtindustries.com ! .. Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE © Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2... 11/30/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 10/07/2015 Date Validated 10/08/2015 Date Pending FBC Approval Date Approved 10/11/2015 Summary of Products FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window(Std.Meeting Rail,inc.Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC Certification SH2O0.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/28/2016 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R17 II SH-200.odf pressure,size and anchorage information.The Pass-Thru Verified By:A. Lynn Miller,PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R17 AE SH-200 Evaluation.odf Created by Independent Third Party: No 1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) 1435.2 —7jSH-200 HD Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC Certification 200HD.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2017 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R17 II SH-200HD.odf pressure,size and anchorage information. Verified By:A.Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R17 AE SH-20OHD Evaluation.odf Created by Independent Third Party: No 1435.3 SH-400 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC SH-400 Certifications.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/21/2017 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R17 II SH-400c.13df pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R17 AE SH-400c Evaluation.odf Created by Independent Third Party: No 1435.4 SH-500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC SH-500 Certification R14.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R17 II SH-500c.odf pressure,size and anchorage information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R17 AE SH-500c Evaluation.odf Created by Independent Third Party: No 1435.5 SH-800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC SH-800 Certifiication.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/07/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R17 II SH-800c.odf pressure,size and anchorage information. Verified By: A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R17 AE SH-800c Evaluation.odf Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2... 11/30/2015 Florida Building Code Online Page 3 of 3 1435.6 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC SH-5400 Certification.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R17 II SH-5400.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R17 AE SH-5400 Evaluation.Ddf Created by Independent Third Party: No 1435.7 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC SH-5500 Certification.[)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R17 II SH-5500.)d pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R17 AE SH-5500 Evaluation.Ddf Created by Independent Third Party: No Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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: ® eGheck M sceurit Q' Stk rRIC3" https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paiam=wGEVXQwtDgsbCUITKel2... 11/30/2015 MAX.BUCK WIDTH MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 28' MAX.SUCK WIDTH 28' B,SEE MAX. D.C.12' MAX X.SEE TABLE 1 2'MAX. 12' MAX D.SEE r— 4"MAO.C. B.SEE MAX. SHEE73 SHEET4 SHEET 3 A,SEE A.SEE SHEET 3 — 12'L• C,SEE 12'MAX SHEET 4 SHEET3 I / / 17.867'MAX.O.C. / / —L / 17.86r MAK O.C. I / O I / MAX.SUCK I / 4"MAX. T O — MAX.BUCK HEIGHT SEE .BUCK O.C. HEIGHT SEE �— TABLE 1 HEIGHT SEE x /� TABLE 1 x 10'MAX.O.C. O TABLE 1 — 11 13.773"MAX.O.C. 10"MAX.O / x A1�MAX.O.C. 6.1n-MAX. / 6-tn MAx. B NO ANCHORS AT SILL B NO ANCHORS AT SILL 1 D 2'MAX ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP.EQUAL LEG FRAME, pROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION (COTTAGE SIMILAR) (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT,VINYL !� SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE ' REQUIREMENTS OF THE FLORIDA BUILDING CODE. TABLE 1: Window Buck Size Reinf. Design Pressure Certification SHAPES MAY BE USED BY ! 2)ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED 1X Configuration Level CAR Number INSCRIBING THE SHAPE IN INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY Width Height (+)psf (-)psf (CAR) A BLOCK AND OBTAINING TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. 521/8" 84" Equal-lite DESIGN PRESSURES FOR - j 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER q THAT BLOCK SIZE FROM LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 52-1/8" 84" Std.ProView R1 50.0 50.0 190-285,1028 THE TABLE ON THIS SHEET. RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 52-1/8" 91-13/16" Custom Sash 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8" 84" Equal-cite ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR 52-1/8" 84" Std.ProView R2 65.0 70.0 190-286,1029 WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-1/8" 91-13/16" Custom Sash ) ,t,,,,;,.!. I 4)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THEPRODUCT IS IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF - •-�!,;� •• i TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE ,%`J•'•.;�''" ;k�:. SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. ti VINYL SH WINDOW FPA(IMP.-RESIST.) PJROSOWSKI 12/13/145)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THEWINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS o GENERAL NOTES&ELEVATIONS o _ u 1 PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF _m ��'• �qp,y U _- ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER > >o •�•,. c� - DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.128298 �' �" BUILDING CODE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE > N.VENICE,FL 34275 " - 111 l (941 Y480-1 600 N SH-5500 � NTS 1 1 OF 4 2 2 FPA-5500.0 z A.LYNN MILLER P.E. o P.E.958705 f TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min.Edge Min. Anchor Substrate Distance Edge Mtn. Distance Embedment Distance Embedment #10 SMS P.T.Southern Pine(SG=0.55) 7/16 1318" 2-1/2'x.131"Common Nail P.T.Southern Pine(SG-.55) 9/16" 2-7/113' (steel,18-8 S.S. Steel,A36 318" 0.050" Max.DP of 50.0 or 410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) 2-1/7 x.131"Ring-shank Nail P.T.Southern Pine(SG=.55) 91161 2-7/16" Max.DP of 50.0 Aluminum,6063-75 3/8' 0.0713" 14 Ga. 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16" #12 SMS P.T.Southern Pine(SG�.55) 9116" 1318" P.T.Southern Pine(SG=.55) 3/4' 1318" (steel,18S S.S. Steel,A38 3/8" 0.050' #10 SMS Aluminum,6063-T5 3/8' 0.0713"(14 Ga.) i Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) (steel,0 S.S.S. Steel Stud,Gr.33 318' 0.0346"(20 Ga.) or 410 S. Aluminum,6063-T5 3/8" 0.0713' 14 Ga. or 410 S.S.) 3116"Ultracon P.T.Southam Pine(SG=0.55) 7116" 1318" Steel,A36 3l8' 0.050' (steel) Concrete(min.2.85 ksi) 1" 1-Wr Max.DP of 50.0 Ungmuted CMU,(ASTM C-90) 2-1/2" 1414" ANCHOR NOTES: P.T.Southern Pine(SG=0.55) 1" 1+y6" GE-7700 OR 1/4"Ultracon Concrete(min.2.85 ksl) V 1314" 1)-UNGROUTED CMU"VALUES MAY DOW-781 Steel routed CMU,(ASTM C90) 2-1/2" 1414" BE USED FOR GROUTED CMU SILICONE( ) Un g APPLICATIONS. Concrete(min.2.85 ksl) 2-1/2" 1314" O TE TYP. SS P.T.Southam Pine(SC--0. 1" 1318° 2)PANHEAD,FLATHEAD OR EXTERIOR HEXHEAD ARE ACCEPTABLE. 1/4"Crete-flex Concrete(min.3.35 ksi) 1" 1314" (410 S.S.) Ungmuted CMU,(ASTM C90) 2-1/2" 14/4" 3)ANCHOR LENGTH TO BE SO THAT Concrete min.3.35 ksi 2-1/2" 13/4' 1A MIN.OF 3 THREADS EXTEND Concrete(min.3.275 ksi) 1-112" 13/8" BEYOND THE METAL SUBSTRATE. 114"Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1316" TYP.GLAZING DETAIL (1 63 S.S.) Ungmuted CMU, ASTM C90 2" 141,V REINFORCENT TYPE A Q i WINDOW SHAPES AS SHOWN BELOW OR 718'NOM. -+{ 7/8'NOM. SIMILAR,MAYBE USED BY INSCRIBING THE I I IIIJU�,LIJI SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLE ON SHEET 1. 5/16"A/A PVB 5/16"A/A PVB REINFORCENT TYPE B —�{ WIDTH WIDTH 7/16"AIR SPACE 3/8"AIR SPACE i Ile, TE ANNEALED SS 3/16'ANNEALED OR TEMPERED GLASS TEMPERED GLASS 0 i T DURASEAL, DURASEAL, w M w O SUPERSPACER SUPERSPACER REINFORCENT TYPE C w OR CARDINAL OR CARDINAL i XL EDGE XL EDGE i 1 GLAZING TYPES RAONSTOP ARCHiOP I (C-0UALA SHOWN) (PROVIEWIOWEL SHOWN) TABLE 4-REINFORCEMENT TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) Reinforcement :? v J=. VINYL SH WINDOW FPA(IMP.-RESIST.) 0 12/13/14z. r ^;io` UDDerLite LowerLite Level Bottom Bottom Side o GLASS/ANCHOR OPTIONS G t J ROSOWSKI 7- - i Rail Top Rall Rail Rails = 6 1 113 B A A A CERT.OF AUTH.p20296 N m �... ... •' `� R2 C A A A 1070 TECHNOLOGY DRIVE Ro `�' 'I;-�`\L' N.VENICE,FL 34275 x d - v A LYNN MILLER,P.E. (941)-480-1600 H SH-5500 NTS N 2 OF 4 g z° FPA-5500.0 z p.E.a 58705 1 ►—t EDGE DISTANCE SHOWN T INSTALLED THROUGHIX BUCKSTRIP EMBEDMENT FLANGE —� SHOWN SHOWN FRAME INSTALLED INSTALLED SHOWN DIRECTLY TO THROUGH 1X r--�- EMBEDMENT EMBEDMENT SUBSTRATE BUCKSTRIP T__ o L EDGE �� EDGE DISTANCE / DISTANCE a ' , 0 9 ► Qua aD +!(I OPT.SASH TOP EDGE nI I a �n ! LIFT RAIL fJD�o EXTERIOR S DISTANCE 5 0 FLANGE !EQUAL ' D sHoYELEG I BUCK WIDTH 'FRAME ! I HORIZONTAL SECTION A-A SHOWN BUCK HEIGHT U D ❑ INSTALLATION NOTES: 1)SEE SHEET I FOR SPACING EXTERIOR D 2)SEE TABLE(S)ON SHEET FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4'. O 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN OPT.SASH 1 FLANGE REQUIREMENTS.BOTTOM LIFT 5)FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE DHANDLEILOCK FRAME SHOWN OTHER FRAME TYPES. J CJL__J�Q EQUAL LEG FRAME INSTALLATION THROUGH EXTERIOR SHOWN �r.�=QQ THE FRAME,INTO METAL tt\�'•I `I!I I�;� t NO ANCHORS Lll;k, REQUIRED IN / FLANGE OR VINYL SH WINDOW FPA(IMP:RESIST.) g 12/13/14 III EQUAL-LEG !. T FRAME SILLS FLANGE&EQUAL-LEG/BOX FRAMES o, J ROSOWSKI -,.1 6L Gr1t-IS I fa 0 CERT.OF AUTH.#29296 z8 . .• VERTICAL SECTION B-B "v `}'">ic?rdr:1 ,. 1070 TECHNOLOGY DRIVE n fig' N.VENICE,FL 34275 A.LYNN MILLER.P.E. (941}480-1600 a SH-5500 NTS N 3OF4 z° FPA-5500.0 z° P.E.050705 SHOWN INSTALLED EDGE DISTANCE SHOWN INSTALLED THROUGH THE SHOWN INSTALLED THROUGH THE INTEGRAL FIN THROUGHTHE 1 FRAME { FRAME 1 EMBEDMENT EDGE DISTANCE Fes- j J-CHANNEL EMBEDMENT O I I FRAME 1 SHOWN i EMBEDMENT InI 0� EDGE f j I DISTANCE I t U LS �J J OFT RAIL TOP OUD� EXTERIOR FIN FRAME I J-CHANNELI -� SHOWN O FRAME BUCK WIDTH SHOWN I ° HORIZONTAL SECTION C-C INSTALLATION NOTES: BUCK o 1)SEE SHEET 7 FOR SPACING HEIGHT REQUIREMENTS. i O D 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4'. EXTERIOR C3 D 4)GLASS SHOWN IS FOR ILLUSTRATIVE ' i PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. IR' Q Q OPT.SASH BOTTOM LIFT FIN LLLJJJ - O HANDLE/LOCK FRAME � SHOWN E%TERIOR FINN o EXI�R FIN FRAME FRAME SHOWN SHOWN [ INSTALLATION THROUGH INSTALLATION THROUGH THE "rIL THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL ;"o SHOWN EDGE INSTALLED DISTANCE THROUGH = VINYL SH WINDOW FPA(IMP:RESIST.) 0 12/13/14 THE EDGE INTEGRAL FIN DISTANCEo J-CHANNEL&INTEGRAL FIN FRAMES om JROSOWSKI = ,N -•.(o�(j' f� �- EMBEDMENT VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE ff N.VENICE,FL 34275A. YNN M (941)480-1600 SH-5500 NTS 4 OF 4 o z FPA-5500.0 A L P Eli 58705 P.E.E I