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Home My WebLink AboutProduct Approval �(((3• 3 r/^�� 9, j jjJ 1 � � 1.�"t(� t �y /' � �� y i s j e \' {n .�`a�rJ "«f', �`a� �.f ...._,..._. ... �4 � ��1 � �`�� ,. �� ti., ... �,1 .� —.4 r 0'J. yr EASTERN ARCHITECTURAL SYSTEMS ORDER V07LK.W 16341 DOMESTIC AVENUE FT.MYERS,FL 33912 CUSTOMER 066634 (800)432-2244 Fax(866)8153169 ORDER ACKNOWLEDGEMENT Sold To: For Shipment To: LOWE'S COMPANIES INC. STORE # 240 CORPORATE TRADE PAYABLES 6110 20TH ST. P.O. BOX 1111 VERO BEACH FL 32966 N. WILKESBORO, NC 28656-0001 e %..Opjr Phil 316/658-3565 REQ DATE I—SHIP VIA F.O.B. TERMS 1 09/22/15 1 24, 30 NET 31 PURCHASE ORDER .NUMB ORDER, SALESPERSON OUR ORDER NUMBER 13525833 08/26/15 1 200 HOUSE V07LKW ITEM CODE `ORDER DESCRIPTION UM PRICE AMOUNT W%,I-mi-sli 7 PC Will TF TIC 3?8.96n 2.00 PC. 36 1112 X 6Q246l-5n*'i,!r-fAI NERC: U-Value-0.33, Vin;.ble 3It(.,C-0.22 Desiqn Pressure: f5o/-50 Fca;ra Color: WHT Fram Typo FLG Glass; I c_NNIN Argon GAS: AR6Y3t4 Insul Class Typo: SNAIrC Insulated Grids: i/I Dual Wcks: 21A)CK I/R" AN IXM7. X 114" a,ej X 1/8" AN CIA X .090 X 1/8" AN Ct.9 3 KA-Mi I TIC WHITE TIC E0."150 1.00 TIC I X 60, AM02.V windu. Mal,eridl I VINYL Mullion Culuf 14W Mull Configuration: It or 1, Clips: IT or. L Clip Parti CT,04 Drezz, Out: 121 oronD out Color: MIT 5 wv I_w)F SI 1 6 PC 11611 6.00 PC 36 X f',?, 24611-Seriw-SH NERC: U-Value-0.33, vi:nblp, L4,1ht-0.49, SH(r-0.22 De.%irin Prn.mnore: +rW-50 wi IT Frwwo Typo: FLO !G-ANN Argon Gn.- ARGON ln:iul Glans Typo: "j"u-c Insulated Grids: 1/1 Dual Lock: 1/0' M 1,01A•8 X 1/4- arri X 1/6" AN CLR X OJO X. 1/8" AN CIA .1 MA_WlI 2 PC Will TE 4 J,0(7 PC I X 61, t,.102,v window Material VINYL Mullion Color. W)iT Mull Conti quraLion: ONMIL It or '.. Clips: 4 I! or L. CI i p Part CL04 Dru.- Out 123 Dress out Color: WITT 9 2 PC WHITE PC 156.970 2.00 PC 36 X 16, 2466-Scrian-FM NFRC: U-Value-0.26, VioLbl.c Light-0.50, SliGC-0.23 is IV�Nur the op rprrn a that n1satbindi Continued Nex", rage anM qf this org 'o es g(eMtr 1% n rma a rgime t rgn n'ttf re re� J�J)DF any an on r.9 order. Approval.Iv ry Dates are i6 b!9&To d re App val. CUSTOMER 4. Emma -lorda Defpk rtrf enit BMS Home Log in User Registration Hot Topics Submit Surcharge Stats&Fans Publications FBC Staff BOS Site Map Unks Search 3tslne (, u�utApprovalProfessnapublic U Regulation J � a Product Approval Menu>Product or Aoolication Search>Application List>Application Detail ORN0 FL# FL4 R3 Application Type Revlston. Code Version 2014 r 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 Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@eastemmetal.com Technical Representative Timothy 1,Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@eastemmetal.com Quality Assurance Representative Address/Phone/Emall Category Wi dni pws - Subcategory Si gIe Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) SuLadaw Year AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E1996 2006 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7b... 7/$/2015 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/30/2014 Date Validated 06/05/2015 Date Pending FBC Approval Date Approved 06/14/2015 Summary of Products FL# Model,Number or Name Description 14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R3 C CAC N1006177.01-R4-sianed.odf Approved for use outside HVHZ:Yes FL14604 R3 C CAC N10061 77.02-R2-signed.udf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+45/-45 06/30/2020 other: Installation Instructions FL14604 R3 11 08-02477.odf Verified By: Luis R. Lomas,P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 513233.odF Created by Independent Third Party:Yes 14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No =L1nrna R3 r.4C N1010607-R.2-sian•.2 1 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2019 Design Pressure:+50/-50 Installation Instructions Other:Configuration: O/X Max.Frame Size: W-48"H-72" FL14604 R3 II 08-00556B.pdf Max.Vent Size:W-44.38"H-35"Glazing:3/4"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports I-LI4604 R3 AE 5109��5.odf Created by Independent Third Party:Yes 14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14604 R3 C CAC NI010813 R'--si nn=d.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 Design Pressure:+50/-50 Installation Instructions Other:Configuration: O/X Max.Frame Size: W-54"H-72" FI.i4.04 R3 II 08-00558R—If Max.Vent Size:W-50.38"H-35.13"Glazing: 3/4"Overall Verified By: Luis R.Lomas,P.E.Florida A.E.61514 I.G. Created by Independent Third Party:Yes Evaluation Reports Fd14b04 R3 AE_5_10947A p(j1 Created by Independent Third Party: Yes 14604.4 Series 2451 Impact Vinyl SH Series 2451 Impact Vinyl SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14o04 R3 C CAC N�1?_533 R1 signed udf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02J28J2027 Design Pressure:+50/-50 Installation Instructions Other:Configuration: O/X Max.Frame Size:W-48"H-72" FLIg604 R3 11 08-00562B.Ddf Max.Vent Size:W-44.25"H-35"Glazing: 3/4"Overall Verified By: Luis R.Lamas,P.E.Florida P.E.62514 Laminated IG Created by Independent Third Party:Yes Evaluation Reports FLJ4604 R3 AE 51051.ndf Fi_1_$604 R3 AE_ NO 042.3_ r,I>vf Created by Independent Third Party:Yes h4://www.floridabuilding.org/pr/pr app dtl.aspx?param—WGEVXQwtDgsw8ZVNfe8A7b... 7/7/2015 14604.5 Series 2461 Impact Vinyl SH Flange Series 2.461 Impact Vinyl SH Flange Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL14604 R3 C CAC..Nl012533.01-R2.Pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2017 Design Pressure:+50/-50 Installation Instructions Other:Configuration: O/X Max,Frame Size:W-54"H-72" ELI4604 R3-11-08-0_05648--pdf Max.Vent Size:W-50.5'H-35.5'Glazing: 3/4"Overall Verlfled By: Luis R. Lomas,P.E.Florida P.E.62514 Laminated IG Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 510953A.pdf FI-14604 P3 AE NOA 14-0423.17,PDF Created by Independent Third Party:Yes 14604.6 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14604 R3 C CAC N1009020.0i-R2-signed.od Approved for use outside HVHZ.Yes FL14604 R3 C CAC N 1009020.02-R I-signed.pd Impact Resistants Yes FL14604 R3 C CAC NIMCIMM n'� -- - 1 .1 Design Pressure:N/A FL14604 R3 C CAC N1010670,01.1)d Other:See drawing 08-02476 for design pressures. FL14604 R3 C CAC N1010670-R1-signed pd Quality Assurance Contract Expiration Data 04/30/2016 Installation Instructions FI-14604 R3 11 08-02476pd Verified By: Luis R. Lomas,P.E.Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL14604 R3 AE 513232.i)df FL14604 R3 AE NOA 14-0423.16.PDF FL14604 R3 AE NOA,14-0423.17.PDF Created by Independent Third Party:Yes Back Nexi Contest us:;1940 North Monroe —t.Tallahassee FL 32399 fh2agL&jkgZ-jVA The State of Florida Is an AA(EEO employer.Copyright 2007-2013 State of Florida.::EdYAMLEWRIIIIIIIII:: ;,Refund Statement Under Florlda 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$50.487.1395.-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 aw_ Product Approval Accepts: =M .text--1 M .cX:uri t I";', http:llwww.floridabuiiding.org/pr/pr dt -aSPX?Paran=WGEVXQWtDqsw8ZVNfe8A7b... 7/7/2015 REv15�ON5 REQ DESCRIPTION DAIC APPROVED A MANUFACTUNEWS NAME CHANGE 03/44/09 RL 6 REVISED PER NEW CERTifiCA7i4NS 0812413a R.L. NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE REOUIREMENTS OF THE FLORIDA BUILDING. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING 15 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND iN`.-;TALLATION DETAILS. 3, TX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFAC'IURER•S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALT BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD - MINIMUM SPECIFIC GRAVITY OF C,=042 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALI BE SECURELY B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH .)F 3,192 PSI, FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY -• STRENGTH CONFORMANCE TO ASTM C--90. GRADE N. TYPE T (OR GREATER) BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE. STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" •il:CK MINIMUM MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS, 6. WHERE IX BUCK iS NOT USED DISSIMILAR I,MTERIALS MUST BE SEPARATED WITH APPROVE COATING OR MEMBRANE SELECTION OF COAIiNG OR MEMBRANE 15 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 7 BUCKS SHAIL EXIEND BEYOND WINDOW INTERIOR FACE 5O THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED At EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. ;HIM WHERE SPACE OF i/lo•' OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4- 9 13HIMS S14ALL 13L 1.0CATED, APPLIED AND MAD[ FROM MATERIALS AND THICKNESS CAPABI F. OF SUSTAINING APPLICABLE LOADS. I C+, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS- I! FRAME MATERIAL. EXTRUDED RIGID PVC. 12- UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR CLASS DETAILS. 13 APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 14 FT)P ANCHORING INFO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH 10 ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0311112015 EASiERN.PC�IEEC}URAl SrSfEUS■ \\ S,t R1tTL10/Z�//►., Eastern E.SfERRMSb O RD r `��l J/ 493 M'ERs.E,114.: TABLE OF CONTENTS SERIES 2461 VINYL EOUAL LEG FRAME IMPACT =*-VioF= 61 SINGLE HUNG WINDOW - 54" X 72"SHLCl NO. DESCRIPTION NOTES �y3 S 'o NOTES ma _ oaAwN Dwe Nn aev moi,�'F• c1412iO4:•♦ �� 2^ ELEVATION sc.M DATE 08-005 B ��ji�`y/o �3 - 5 INSTALLATION DETAILS NTS 08/20/14 1 OF 5 REVISIONS 1/2" MIN. --- — 7 EDGE DISTANCE REV DESCRIPTION DAZE APPROVED WGOO FRAMING —� I A MANUFACTURER'S NAME CHANGE 03/04/09 RL. OR 2X BUCK �"'� 8 REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. BY OTHERS 1 3/8" MIN. - T --^- — EMBEDMENT BACKER ROD — SHIM SPACE se APPROVED SEALANT r fill #10 WOOD SCREW 1 3/8" MIN. 1J4" MAX. EMBEDMENT � F SHIM SPACE INTERIOR 112" MIN. �/ FF1..._.— _ EDGE DISTANCE I #10 WOOD INTERIOR SCREW M� — (u I WOOD FRAMING --� / c_—I EXTERIOR l � OR 2x. BUCK �— I �� BY OTHERS HACKER ROD EXTERIOR 3 APPROVED SEALANT JAMB INSTALLATION DETAIL WO5 FRAMING OR 2X BUCK INSTALLATION SILL TO BE SET L— INA BED OF APPROVED STRUCTURAL SEALANT. BACKER ROP --.� — T/4" MAx. & APPROVED \11_ �( r SHIM SPACE SEALANT '\ss 0 HOOD FRAMING OR 2X BUCK BY OTHERS SIGNED:0311112015 VERTICAL CROSS SECTION E.s+eR•as Euw»w s.sleus »1!11!!1/t WOOD FRAMING OR2X BUCK INSTALLATION �� Eastern u acs* Is•°°�• \\\;S R• LCJ/// F�>o ePs N SERIES 2461 VINYL EOUAL LEG FRAME IMPACT =*•{//�:(�'o &�52 NOTES: SINGLE HUNG WINDOW - 54" X 72" _,� Sk>� �' 1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS. INSTALLATION DETAILS �"fi T(,AT OF NOT SHOWN FOR CLARITY. ��,�••,p +,��` 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DESIGNED IN ACCORDANCE WITH ASTM E2712 A.M 1564A SCALE NTS ID-IC 08/20/14 s"EEt 3 OF 5 ////111 to 11711` IV 3/4'* MIN, REV DESCRIPT.ON DATE APPROVED EDGE DISTANCE —1 1 METAL A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. STRUCTURE BY OTHERS 1/4" MA<. B REVISED PER NEW CERTIFICATIONS OSj20jta R.L. SHIM SPACE APPROVED SEALANT F1/4 MAX. SHIM SPACE INTERIOR 3/4- MIN, #10 SMS OR EDGE DISTANCE SELF DRILLING SCREW #10 Sms OR SELF DRILLING SCREW" C3 MFIAi, EXTERIORINTERIOR STRUCTURE By OTHERS BACKER ROD EXTERIOR & APPROVED 0 SEALAiiT JAMB INS TALLA TION DETAIL METAL STRUCTURE INSTALLATION SILL 10 BE SET IT A BED OF APPROVED STRUCTURAL BACKER ROD SFAI ANT. & APPROVED SEAI AN I ILI S�/4" MAX ilM SPACE METAL--_ STRUCTURE Bi OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:0311112015 PEastern ......... ....... S IR L 0R GJUEStiC AVE E IV SERIES 2461 VINYL EQUAL LEG FRAME IMPACTo 6V NOTES: SINGLE HUNG WINDOW - 54** X 72 ol 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS. INSTALLATION DETAILS ::;:-P4fAieroF 7ir.E NOT SHOWN FOR CLARITY 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE Dll 10 0 R 10't* �6 DESIGNED IN ACCORDANCE WfTH ASTM E2112 AL.M L 08-005 ONAL L 'E 08/20/14 5.E0 4 OF 5 lir 2 112" MIN. RCV&ONS - EDGE DISTANCE I — CONCRETE/MASONRY A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. BY OTHERS c (3 REVISED PER NEW CERTIFICATIONS 08/20/14 R.L. 1 114" MIN. OPTIONAL IX BUCK EMBEDMENT 1 1/4- MIN, SEE NOTES 3 - 7 EMBEDMENT SHEET I CONCRETE/MASONRY By OTHERS BACKER ROD 1/4" MAX APPROVED 114'- MAX, OPTIONAL I X BUCK SHIM SPACE SEALANT SHIM SPACF SEE NOTES 3 - 7 SHEET I 3/16" IAPCl--lN 3/16- TAPCON INTERIOR OUT 2 112 EXTERIOR 0 INTERIOR Mill. C3 F DISTANCE 0 BACKER ROD EXTERIOR & APPROVED SEALANT Sit BE SET JAMB INSTALLATION DETAIL "N"'A BED OF CONCRETE,MASONRY INSTALLATION BACt,ER ROD APPPOVj D STRUC%IRAL APPPOVED SEALANT, SEALANT 1/4" MAX NOTES: OPTIONAL 11X BUCKU— SHIM SPACE I.INTERIOR AND EXTERIOR FINISHES.BY OTHERS. SHEET I SEE NOTE 3 - 7 NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCPf-TE/MASONRY B, OTHERS SIGNED:0311112015 ..c—ECt—SYSTE'S Eastern ....... 4 `\\11 iillEiJ IR t 0 4f E Nq.- SERIES 2461 VINYL EOUAL LEG FRAME IMPACT VERTICAL CROSS SECTION SINGLE HUNG WINDOW - 54" X 72" CONCRETEIMASONRYINS77ALLATION INSTALLATION DETAILS TM0F . 1 -0, DRAW. A.M 08-00564 �ckf. NTS 1"" 08/20/14 15-EE'5 OF 5 Flonda t3uilamg uoae vntme AV `1� ..`4..,..... 4"4• .�,..w`t_' i"L:. wn.x..:'� f -r `��!a ,w.-+s f i.%•rr' i; BaS Home Log In User Registration Hot Tope Submit Surcharge Stats&Facts Publicathtm FaC Staff SCIS Site Map Unks Search Businq?r,l 5°RPublic Approval 0JAicUser qGiull'v;' ® E[OM t Aoorovai Menu>Product or AnolttaGon Search>Aaokationnist>AppUcatlon Detail n FL# �rF]x822$=R7 Application Type Alfiimatiorl;,,.r Code Version Application Status Appr ed i' Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/phone/Email Category Extenor Doors r 'rA SubcategorySwrnging Exterior Door Assemblies; Compliance Method Certification Mark or lasting 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 V 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 Yes No N/A Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tq... 7/1/2015 rioncta nuncting 40QC VIIIu1C ---_,- _ -- - Y Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summery of Products F4# 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 NIOg6900.01.pcif i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 Impact Resistant:Yes 12/31/2020 v. Design Pressure:+85.0/-85.0 Installation Instructions �O Other: Evaluated for use in locations adhering to the FL8228 R7 it FL0160Dx.o0f 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'-B"max nominal size.Hurricane protective system FL8228 R7 AE 504A.pdf 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 O/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 FLO161Dx.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 AL-5-03 L. if 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 [Ffibeglass Side-Hinged Door Unit V-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 N1006900.01.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 11 FL01.60Dx.o�j 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.12df 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 N1006900.01.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.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 FL:?228 R7 AE 502A.pdf 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 N1006900.02.0 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 FL 28 II_FL0161C x.udf Florida Building Code Including the High Velocity Hurricane Verifieed By: National Accreditation&Management Institute http:J/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tq... 7/1/2015 NOTICE OF PRODUCT CERTIFICATION. F Company: Masonite International Corporation Certification No.: X1006900.01 1955 Powis Road Certification Date: 01/14/2007 r 3 West Chicago, IL 60185 Expiration Date: 12/31/2014 Revision Date: 09/27/2011 x Product: Fiberglass Opaque Inswing or Outswing Door w/and w/o Non-impact Rated Sidelites(w/Wood Frame unless noted) $) Specifications Tested To: TAS 202-94/ASTM E330/ASTM E1886/E1996 ` Impact Rating:Wind Zone 4-Missile Level D 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 w•ww.hiamicertification.com. INAMI'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 'fest Impact Drawing;Number& Outswino Opaque Size Pressure Pressure Rated Comments i ' + 2.86 psf 1 Yes N1C 11-210-3358-1 i X 1/S Opaque 3'0"x 6 8" !35/-85 P 1t:rximum Panel Size:3'0"x 6'8" Single anchor Dctail-MA-1-10160-07 i X t7/5 Opaque 3'0''x 618" 85/-85 10.5 psf Yes ! I maximum Panel Size:3'0"x 6'8" Single l Anchor Detail-_M:1-R,016007 XX US Opaque ( 6'0"x 6' I'8' +50.5/-50.5 ! 2.8.6 psf Yes t t l Maximum Panel Size:31i"x 6'8'"!Sidelite:3'a"x 6'8" Double , ! ; inchorDetatl-MA-FLa160-07 s XX O/S ' Opaque 6'0"x 6'8" +551-50.5 ! 6.00 psf Yes r1C'rl-zta-alas-Ir210v3i4-i:\.C"l"LA-7?2W1== 4 ( t 8.25 psf MG Maximum Panel Size:3' "x 618"iSidelite:3'0"Y 6'8" 1 = Double Anchor C)ewl-MA-F1.0160-07 XO/OX us Opaque Door # 6'0"x 6'8" +50.51-50.5 2.86 psf T i Ct ff.:210-3105-in-la-3314-IA.c-rt.A 77zr�+-? Door-Yes ! Maximum Panel Sizc:3'0"x 6'8"iSidehic:3'0-'16'8" 1 Single NY/Sidelite Glazed Sidelite t s Sidelite-Na Anchor 1.)etail-MA-FL0160-07 XOlO O/S ! Opaque Door 6'0`'x 6'8'- +55/-50.5 I 6.00 psf , Door-Yes NC.-i�L-210=3105-i ill O-331.1-IA.CTLA-7?2 W-2 1 klaxinntrt Panel Size:3'0"x b'8"'+Sidelite:3.0' x 6'8' Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-No Anchor Deutil-MA-FL0160-U7 OXO I/S Opaque Door ; 9'0"x 6'8'' +505/-50.5 2.86 psf Door-Yes ':tai-zla-3105-1r2ta-3314-t.a.CrL.1-7721 -z Maximum Pana Size:3'0"'x 6'8";Sidelite:3'0'-.x 6'8" Single w./Sidelitzs Glazed Sidelites Sidelites-No IAnchor Dtiail-NIA-Fto16a-0'7 OXO O/S Opaque Door 9'07'r 618" +551-50.5 6.00 psf Door-Yes ! i�C1'L-2It)-3145-tido 3314-IA.CrLA-„'2\4=2 $:25 Sf y1aximutn Panel_Size:YOx 6'8"/Sidelite:3'0"x 6.8' SiaLle wrSidelites Glazed Sidelites t P Sidelites-No Anchor lh tail-Mr\-C'LU 160-0 OXXO i/S 1 Opaque Doors I 12'4" x 6'8" +50.5/-50.5 2.86 psf I Doors Yes �(' L-2113165-1n1033144A.CTLA 373\'-2 DOttble WrSldeliteS Maxtnwm Panel Size:3 0 x 6'8"1Sidelite:3'0"x 6.8" ( Glazed Sidelites 1 Sidelites-No I Anchor Detail NIA-FLU160-07 I OXXO O/S Opaque Doors 12-4-' x 6.8- +55/-50.5 6.00 psf Doors-Yes NCTL-210-31a>-t/?Its-3314-1A.CTLA-7.2\v-2 i 8.25 Std Maximum Panel Size:3.0"x 6'8':'Sidelite:.i'0-.x 6'8" ! Double WSidelites. Glazed Sidelites i P Sidelites Anchor Detail-MA-FL.0160-07 ^l *Denotes High Dam Threshold Design National Accreditation& Management Institute, Inc./1794 George Washington Memorial HighwaYlHayes.VA 23072 Tel: (804)684-5 124,Fax: (804)684-5122 / NAMI AL17110RIZED SIGNATURE: cl: 149*MAX. OVERALL FRAME WIDTH cc: 0 0 c_.) 0 21"" MAX 36,375" MAX, _1 SIDE-HINGED FIBERGLASS DOOR UNIT - PANEL WIDTH-1 37.5" MAX. �s WIASTRAGAL FRAME WIDTH a� F6'-6"DOUBLE DOOR WITH/WITHOUT SIDELtTES 0 C) cl: 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO LU Off.` THE FLORIDA BUILDING CODE AND WHERE PRESSURE I REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM m r] Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Lr) L0 7. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSIALLED IN THE WIND-BORNE DEBRIS REGION, X Ljj EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS. BUT IS REQUIRED ON PANELS WITH NON-IMPACT GLASS. cep0 4, POLYURETHANE CORE FLAME SPREAD INDEX Or 50 AND SMOKE DEVELOPED INDEX Or 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84, :f S. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT E � SELF IGNITION TEM 752 'F > 650 'F ::E 9, RATE OF BURNING A5TM D635 0.56 IN/MIN SMOKE D£NSiTY ASTM D2843 53.4% LL I TENSILE STRENGTH- ASTM 0638 3.27 DIFF 6. PLASTICS TESTING OF LITE ^RAME MAIERfAL: TEST DESCRIPTION DESIGNATION RESULT DOUBLE DOOR UNIT WISIDELITE SELF IGNITION TEMP ASTM D1929 740-F > 650 'F .RN5 RATE OF PA) INC ASTM 063S " IN/MIN sm ASTM 02843 13 4% LINNU)V) OKE DENSIT) : TENSILE STRENGTH' STM 0638 -7.507. DIFF Ntco 44/DIFF M in COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Kwowty. z I C3 4500 HOURS XENON ARC METHOD I Z UJ < 7. IMPACT GLAZING LAMINATE MIAMI DADE OCCO NOA 09-0127.13 U _,(r Uj 3: Of I-La < [3 13 ® ® ri [3 El 13 1313 m_ :D Ldi- 0 cl > w IQ CL Due .0 0 0 �� 0 n 0 ZZ 0 0 UJ ion � � � � � � Dolt no 0 P., SINGLE DOOR UNIT DOUBLE DOOR UNIT 5IN};LE_pQ0R UNIT S1NG1E DOOR UN17 ALN DOOR UNIT W/SID W/SIDELITES cum WITH SIDELITE WITH SIDELITE WHERE WATER INFILTRATION PERFORMANCE IS DATE. 115107 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIC MAX WIDTH INSWING INSWING OUTSWING I OUTSWING* SME: N.T.S. SHEET #1 DESCRIPTION X 37.5" +85.0 +85.0 850 +19.0 -19.0 + p.0 - 0.0 + DWG.BY: swS_ 1 ITYPICAL ELEVATIONS & GENERAL NOTEj::::--::-- XX 74 1+'N 1651 +19.0 -19.0 +40.0 -40.0 +---.0 -50.5 CHK.BY; 2, OX or XO 7E +55.0 -50.5 +19.0 _19.0 4+40.0 ,�4 .0 -40.0 ;55.0 O� 5N ANCHORING LOCATIONS & DETAILS - 2 ANCHORING LOCATIONS & DETAILS OXO 1.12,5" 1+50. -50.5_ +55.0 -50.5 L&2 1!2 +55.0 KURT aALTHAZOR DpAwwr ho' 0 OXXO 7 :5, AD 4 6 FLORIDA RE. DWG-MA-;'LGI60-07 High UGM Threshold Design §56533 SHEET Of cl: U') cr T C) C) C) C)�o 5** SEE DETAIL 3' 3*' 3 3" o' 3" 0 6" 6- 6" LLJ c) CCJ 3�j tnCL Z c� Imo- If) CJ Lo SEE DETAIL LLJ 0. D' < SEE DETAIL SEE DETAIL -c- J3 C) "CuT .8 6' I 6" 6 Ir "r V I " I -I I I I I �jjl I 3" 3** _W 3** 3" 3" Adkda to WM 3 ilz SEE DETAIL #5 x 2- 712 ASTRAGAL RETAINER BOLT HOLE Im z MUST BE DRILLED THROUGH In U 1 0 §10 x 2" THE THRESHOLD & INTO THE Li�_ it') u #B x 2-112" STRUCTURE DEEP < u �af 1 JIO x 5/8" DETAIL "E" ASTRAGAL FOR A 1.375" THROW 8 x 2-1/2" #10 x 314" ATTACH ASTRAGAL RETAINER BOLTSTRIKE PLATE TO FRAME DETAIL "r-" ASTRAGALco #10 x 5/8" AS SHOWN, 0 #10 x 314" 0.12A*ANNEALED DECORATIVE INSERT JIO x 2"" 0.090"SAFFLrX 111C (OPTIONAL) DOW 832 FRAME DOOR 0.124*ANNEALED— —.012.' TEMP. #6 X 1-1/2-PHS ANNEALED OCCC C (OPTIONAL} ED— 0121' DETAIL "D' DETAIL 'Q" lz TYPICAL T DATE 1/5/07 DOW 832 DOW 832 SCALE: N.T.S. 0.962"1 75" 832 S 16�i 1. 7" — INTERIOR INT FRIO CHK 8*. T TITYPICALNO.: .T) DETAIL GLAZI,',�G DETA! !NSWIN;- THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS NON-IMPACT_GL_ASS SHEEI _j_OF= SEE DETAIL6- "E" SHT 2 3" 3 6"T 1 4 3" 3 I C)0 6- 6' cr- 6" LuLu SEE DETAIL I a tW Ln Q) D" SHT, 2 Ln < Ld D SEE DETAIL cy "C" SHT. 2 0 ul0 A 6' 3- 1i II It 1 R76- 3" 3" 6. 0 SEE DETAIL�x 6" "F" SHT. 2 1, ANCHOR ANALYS:3 FOR LOADING CONDITIONS PREPARED, V)(n(Al(01 SIGNED AND SEALED BY LUIS R. LOMAS, PE _Ln (FLORIDA #62514) WITH THE LOWEST (LEAST) cO z 7= FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND w3 Q THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR =ww — n; LOCATION. TAPCON EDGE DISTANCE- MIN 2-5/8HARDWARE SCHEDULE u "� q; 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 BACK JAMB UNITS JOINED WITH I" X 1/2" LONG AT 5-1/2" CENTERLINE. 100 CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4' FULL MORTISE BUTT HINGES. o AND MAXIMUM 7" D.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" D.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROMMN 1.2MIN 5** I — ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 0.25" j —0.25" MAX HIM MAX OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIMS MINIMUM EMBEDMENT OF 1-1/4" CL- , CL WMfiM I'b-- . fqico& Z/ SME: N.T.S. 4. WOOD SUCKS BY OTHERS MUST BE ANCHORED PROPERLY TODwc.er Sws PWL-well 2! 10 TRANSFER LOADS TO STRUCTURE. Dae CHK'13y, DRAW 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DRADwc TYPICAL WOOD BUCK TYPICAL MASONRY 74A-,R0160 -07 ANCHOR INSTALLATION ANCHOR INSTALLATION s"EEr 3 or 3