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Home My WebLink AboutProduct Approval (6) i r } r a "�` +": r --c-- ,r-- x 1 J /'j�r//+.] I� ]"/// rF�4y r S ;w T'-+•s' i —�' ,r ti, is t/ • /4 ',..G"7- yak ' •.� 'fin r-� r st 1 ?� $ ;� 7�yy .-.�,.s_ BCIS Home ' Log in User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff w SCIS Site Map ^Links Search Product Approval USER:Public User = Product Approval Menu>Product or Application Search>Application List>Application Detail db '1 t7,. i G E , , FL# .- F117184-R3 Application Type Revision pI Code Version 2014 MAR 27 20 1? Application Status Approved PERI.AITTlNG St. Lucie County, FL Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson 1 Address/Phone/Email 5200 W Century Blvd_ Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottlohnsan@plastproinc.com Quality Assurance Representative Address/Phone/Email Category Exterior-Doors Subcategory Swinging Exterior Door Assemblies Compliance Method aluati�on-Report from a Florida Registered Architect or a Licensed j Florida Professional Engineer Evaluation Report-Hardcopy Received I ' Florida Engineer or Architect Name who developed Lyndon F. Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17184 R3 COI Certificate of Independence odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 i i i 1� L� BCIs Home 1 Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff j BCIS Site Map ! Links i Search Florida ProdUCtA Approval . A T } {` s�v USER:Public User t^r Product Approval Menu>Product or Application Search>Application List>Application Detail MAR 2 7 ! FL# FL16054-R5 izil� Application Type - Revision ' � Code Version 2014 PERMITTING Application Status Approved fit• Lucie GoL'rlt1; FL Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative 1 Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE <' validation Checklist-Hardcopy Received Certificate of Independence FL16054 R5 COI FLCOI.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Sections from the Code COPY :y Product Approval Method Method 1 Option D i Date Submitted 10/30/2015 Date Validated 11/02/2015 Date Pending FBC Approval 11/03/2015 Date Approved 12/15/2015 Summary of Products FL# Model,Number or Name Description 16054.1 SERIES 420 OXXX SGD REINFORCED SERIES 420 OXXX SGD REINFORCED NON IMPACT(INTERIOR REINFORCEMENT) �I Limits of Use Installation Instructions Approved for use in HVHZ: No FL16054 R5 II 08-01830C.odf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL16054 R5 AE 512517C.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 16054.2 SERIES 420 OXXX SGD REINFORCED SERIES 420 OXXX SGD REINFORCED NON IMPACT(INTERIOR AND EXTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16054 R5 II 08-01831C.Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL16054 R5 AE 512518C.Ddf PRESSURE RATINGS. Created by Independent Third Party:Yes 1 16054.3 SERIES 440 OXXX SGD REINFORCED SERIES 440 OXXX SGD REINFORCED NON-IMPACT(INTERIOR AND EXTERIOR REINFORCEMENT) Limits of Use Installation Instructions 1 Approved for use in HVHZ: No FL16054 R5 TI 08-01885C.Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL16054 R5 AE 512577C.pdf PRESSURE RATINGS. Created by Independent Third Party: Yes 16054.4 SERIES 440 OXXX SGD REINFORCED SERIES 440 OXXX SGD REINFORCED NON-IMPACT(INTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16054 R5 II 08-01886C.Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL16054 R5 AE 512578C.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 0 I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.-However email addresses are public record.If you do not wish to supply a - personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: Credit Card Safe i REVISIONS REV DESCRIPTION DATE APPROVED A REVISED REINFORCEMENTS 06/10/13 R,L. 8 ADDED FLANGE INSTALLATIONS 12/09/13 R.L. NOTES: C REVISED INSTALLATION DETAILS 10/13/15 R.L. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, WITH SAFETY GLASS, 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 15. APPROVED CONFIGURATIONS: OX. X0, XIIX, XIP, PIX, PIIX, XIIP, PIIIX, XIIIP. SIGNED: 1012912016 MI WINDOWS AND DOORS LLC ��11►►I11tii�i 1900 LAKESIDE PARKWAY `\\\\J\S;.G E N-4V FLOWER MOUND, TX 75028 =v,�\ 'q TABLE OF CONTENTS SERIES 440 XIIX SGD REINFORCED =*• 0s-SPog�� 1 NON - IMPACT �, S ��SHEET NO. DESCRIPTION NOTES ;o TA TF 1 NOTES ' 2 ELEVATION AND ANCHORING DRAWN: DWG N0. 08-01885 Rc j/� S�OR1Q G\Z'N SCALE DATE SHEET 177jIO A II��V\\ 3 - 9 INSTALLATION DETAILS NTS 01/08/13 1 OF 9 REVISIONS (2) ANCHORS PER LOCATION REV DESCRIPTION DATE APPROVED SEE CHART #3 FOR NUMBER OF A REVISED REINFORCEMENTS 06/10/13 R.L. ANCHORS REQUIRED B ADDED FLANGE INSTALLATIONS 12/09/13 R.L. C REVISED INSTALLATION DETAILS 10/13/15 R.L. 141 1/8" MAX FRAME WIDTH 6" MAX17° MAX O.0 32 1/2 CHART#1 D.L.O. WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET 1 6" MAX Design pressure chart(pso I Frarre Single Panel and Total Frame Width(In) Height 24.0 21.0 30.0 35.3 96.00 108.00 120.00 141.00 (H) Pos Nag Pas I Nag Pas Nag Pas Nag 17" / / f 78.0 50.0 60.0 50.0 60.0 60.0 58.5 45.4 51.9 MAX 80.0 50.0 60.0 50.0 60.0 49.6 56.7 44.0 50.3 O.C. 84.0 50.0 60.0 50.0 58.1 46.7 53A 41.3 47244�5 2 961, X X 88.0 50.0 60.0 48.1 54.9 44.2 504 39.0 MAX " ' " ' 90 5/8�� 92.0 50.0 . 45.6 52.1 41.9 47.8 36.9 FRAME ( D.L.O. .0 54.8 43.4 49.6 39.8 HEIGHT 6" M X CHART#2 ! / / WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart me W Frame Single Panel and Total Frame Width(In) Height 24.0 1 27.0 30.0 1 35.3 (in) 96.00 1 100.00 120.00 1 141.00 Pas I Nag Pas Nag Pas I Nag Pas Nag SERIES 440 XIIX SGD REINFORCED 78.0 59.2 60•o 55.9 60.0 51.z 58.5 44.0 51.9 0.3 80,0 59.2 60.0 53,9 60.0 49.6 58.7 44.0 50.3 EXTERIOR VIEW 84.0 56.0-1 60.0 1 50.8 58.1 46.7 1 53.4 41.3 47.2 88.0 53.0 60.0 48.1 54.9 44.2 50.5 39.0 44.5 DESIGN PRESSURE RATING IMPACTRATING 92.0 50.4 57.8 45.6 52.1 41.9 47.8 36.9 42:2 96.0 48.0 54.8 43.4 49.6 39.8 46.5 35.0 40.0 +35.01-40.OPSF NONE REFER TO CHARTS#1&#2 FOR OTHER UNITS RATINGS CHART#3 Number of anchor locations required SIGNED: 1012912015 Frame Single Panel and Total Frame Width(In) Height DOO H8S8Jamb HdS BJamb HdS20Jemb HdS 1 Jamb MI WINDOWS LAKESIDE PARKWAY LLC `\\\\J\S RENI� 78.0 6 5 7 5 8 5 9 5 FLOWER MOUND. TX 75028 `.,;•4�G SFgd' 80.0 6 5 7 5 8 5 9 5 SERIES 440 XIIX SGD REINFORCED =*• 0, 5 84.0 6 6 7 6 8 6 9 s NON - IMPACT ,r�1•I(,f* aa.a 8 8 7 s. a 6 9 s INSTALLATION DETAILS ��` 57AT �` se.e s s 7 s s s 9 s V.LN: DWG No. 08-01885 RC '��jq.-..1-C�0\�\`` SCALE DATE SHEET // ONA NTS O1f08/13 2 OF 9 r REVISIONS 2 1/2" MIN, REV DESCRIPTION DATE APPROVED EDGE DISTANCE CONCRETE/MASONRY A REVISED REINFORCEMENTS 06/10/13 R.L. BY OTHERS < a•• ° B ADDED FLANGE INSTALLATIONS 12/09/13 R.L. C REVISED INSTALLATION DETAILS 10/13/15 R.L. d' •• < 1 1/4" MIN. OPTIONAL 1X BUCK a. ° EMBEDMENT TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE APPROVED 1/4 SEALANT SHIM 2 1/2" SPACE MIN' °a INTERIOR 3/16" TAPCON EDGE e° _ DISTANCE 0 13 EXTERIOR INTERIOR13 v ° o• c• ,° 3/16" TAPCON 3/16" TAPCON SILL TO BE SET Fri IN A BED OF EXTERIOR APPROVED APPROVED SEALANT SEALANT APPROVED OPTIONAL 1X BUCK 1/4" MAX. SEALANT TO BE PROPERLY _� SHIM SPACE JAMB INSTALLATION DETAIL SECURED OPTIONAL 1X BUCK —7 SEE NOTE 3 SHEET 1 TO BE PROPERLY CONCRETEMASONRYINSTALLATION r SECURED CONCRETE/MASONRY SEE NOTE 3 SHEET 1 a BY OTHERS a,°..•. °'° 1 1/4" MIN. CONCRETE/MASONRY and EMBEDMENT BY OTHERS 2 1/2" MIN. SIGNED: 1012912015 EDGE DISTANCE VERTICAL CROSS SECTION MI WINDOWS AND DOORS LLC �1u111In CONCRETE/MASONRYINSTALLA710N 1900 LAKESIDE PARKWAY \\��J�g R..Lp ////� FLOWER MOUND, TX 75028 �`v°•v�C�EN`Sh•9J1/ice SERIES 440 XIIX SGD REINFORCED *% 0 81 1k= NOTES: NON — IMPACT � „o-,�` 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, INSTALLATION DETAILS � TAT E��O-F""�- NOT SHOWN FOR CLARITY. � 2.PERIMETER AND JOINT SEALANT BY OTHERS 70 BE DRAWN: DWG NO. REv i��'P�•'c(0 R 110' DESIGNED IN ACCORDANCE WITH ASTM E2112 SCALE NTS DATE O1/OB/13 OB SOE8550F 9 C ////Ss��iilAll10?G\\\