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PRODUCT APPROVAL
Florida Building Code Online i �U Flora Departments BCIS Home I Log In I User Registration I Hot Topics { Submit Surcharge i Stats & Facts I •Busines 0®r product Approval Prof essi - /a I USER: Public User R egu Cl UH Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory °, Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) FL17162-R2 Revision 2014 Approved 11/4/15,10:53AM i Publications I FBC Staff I BCIS Site Map I Links I Search I *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Eastern Architectural Systems 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4314 thoard@eastemmetal.com Timothy Hoard thoard@eastemmetal.com Timothy J. Hoard 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext4314 thoard@eastemmetal.com Windows Fixed Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 TAS 201 TAS 202 TAS 203� �. `S' hftps://floridabuilding.org/pr/pr app_dH.aspx?param=wGEVXQwtDgvCo3EapilIBUR%2bfr%2fkczkvalmgMKwc6S4gyc%2bnz!IIMA%3d%3d Year 2011 2005 2009 1994 1994 1994 Page 1 of 3 Florida Building Code Online 1114/15, 10:53 AM Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/22/2015 Date Validated 09/14/2015 Date Pending FBC Approval Date Approved 09/17/2015 Summary of Products FL # Model, Number or Name Description 17162.1 Series 3000 Aluminum Impact Fixed Series 3000 Aluminum Impact Fixed Window with PVB Window with PVB interlayer interlayer Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17162 R2 C CAC NI012095.pdf Approved for use outside HVHZ: Yes FL17162 R2 C CAC NI012096.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +85.0/-90.0 05/31/2018 Other: Maximum size of 120" x 48" at +70.0/-70.0 Maximum Installation Instructions size of 48" x 54" at +85.0/-90.0 FL17162 R2 II 08-02310A.pd Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL17162 R2 AE 13-0129.27-COMP.pdf FL17162 R2 AE 513067A.pd FL17162 R2 AE NOA 13-0129.27 Dupont PVB.PDF Created by Independent Third Party: Yes 17162.2 Series 3000 Aluminum Impact Fixed Series 3000 Aluminum Impact Fixed Window with Sentryglas Window with Sentryglas interlayer interlayer Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17162 R2 C CAC NI012094.0l.pdf Approved for use outside HVHZ: Yes FL17162 R2 C CAC NI012094-R1.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +100.0/-100.0 05/31/2018 Other: Insulated Impact Glazing Type A: +95.0/-100.0 Impact Only Glazing Type B: +100;0/-100.0 Installation Instructions FL17162_R2 I 08-02309A.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL17162 R2 AE 13-0328.09-COMRpdf FL17162 R2 AE 513066A_pdf FL17162 R2 AE NOA 13-0328.09.pdf Created by Independent Third Party: Yes Back rde t Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovright 2007-2013 State of Florida.:: Privacy Statement :: Accesslbillty 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: ® eCfiec, FIIML0115"13� ��' Vim^ ��f��httpsJ/fioridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvCo3EapilIBUR%2bfT%2fkczkvalmgMKwc6S4gyc%2bn Page 2 of 3 'NOT.ICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI012095 DATE: 08%19/2014 i CERTIFICATION PROGRAM: Structural-= COMPANY: Eastern CODE: 17834....... i To verify that -the "Notice of Product Q6rdfication" is valid, please visit www.NANACerI ification.com to assure that the product i .. . a and currently listed:iThis certification represents product conformity to.the applicable specification and that certification criteria has been satisfied. ANANII approved certification label must be applied to the product to claim: certification status..; Please review and :advise NAMI if any 'corrections are required to this document: COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series G13000" Aluminum Flange Frame 1000,Bavaria Road Fixed Window (Low Design Pressure) Ft. Myers, FL 33913 Config&afion`. O Glazing: Monolithic-3/:16". Heat Strengthened Gla§s/0.090" DuPont PVB Interlayer/3/16" Heat Strengthened Glass or IG-3/16" Annealed Glass/Larninate-MO Heat Strengthened . Glass/0.090"-DuPont PVB Inferlayer/3/16" Heat Strengthened Glass Frame: W-3048mm(120.00") H-1219min(48.00") DI:O: W-2984mm(117.50") 1 4181mm(46.50") SPECIFICATION PRODUCT RATING .... '-. AAMA/WDMA/CSA 101/1.S.VA44041 Class.C:W-PG70 3048 x 1210 (120 x 48)-FW AAMA 506-11 Des n Pressure: 3351 Pa 70 s g ( P f) ASTM E1886-05/E1996-09 Negative Design.Pressure: 3351 Pa.(70;pst) TAS 201/202/203-94 Water Penetration Resisf ince Test Pressure: 718 Pa(15.00 psi) Wind Zone 4 - Missile Level D Large Missile Impact Rated:' Product Tested.B y:. --Certified Testing Laboratories, Inc. Report No: CTLA 3010W-2/CTLA 3010W-2A CTLA 3010W4/.CTLA 301OW-IA Expiration Date: May 31, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE; INC. 4794 :George Washington Memorial Hig4W;a Hayes, VA 23072 �lr,. : 9 (71, 4A Tel:.(804).684-5124/Fax: (804) 684-5122 .i 7 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N1012096 DATE:,,08/19/2014. CERTIFICATION PROGRAM: Structural:. COMPANY.: Eastern CODE: 1783-1 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed 1 This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. ANAMIapproved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any : corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series "3000" Aluminum Flange Frame 1003019avaria Road Fixed Window Ft. Myers; FL 33913 Configuration: 0 Glazing: Monolithic-3/16". Heat Strengthened Glass/0.090" DuPont PVB Interlayer/3116" Heat. Strengthened Glass or IG-3/16" Annealed Glass/Laminate-3/16" Heat Strengthened Glass/0.090". DuPont PVB Interlayer/3/16" Heat Strengthened Glass Frame:- . W .1219mm(48.00") Ii-1372mm(54.00") DLO: W-1181mun(46.50") H-1333mm(52.50") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S:2/A440-11 Class CW-PG851219 x 1372 (48 x 54)-FW AAMA 506-1.1 Design Pressure: 4069 Pa (85 psf) .ASTM E1886-05/E1-996-09 Negative Design. Pressure: 4309 Pa (90 psf) TAS 201/202/203-94 water Penetration Resistance Test Pressure: 718 Pa(15:00 psf) Wind Zone 4 - Missile Level D . Large Missile Impact Rated Product Tested By:. Certified Testing L. Laboratories, Inc., ,.. ReportNo: CTLA 3010W-3/CTLA 301OW-3A.CTLA 301OW-1/CTLA 301OW-lA Expiration Date: May 314 2018 Administrator's Signature: - NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC: 4794 George Washington Memorial Highway Hayes, VA 23072 ,hFe Tel: (804) 684=5124/Fax:- (804) 684-5122 DV NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 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. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS:-- - - - - 6. 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. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T6. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I TABLE OF CONTENTS SSHEET NO.1 DESCRIPTION NOTES ELEVATION AND GLAZING DETAILS 3 - 4 1 INSTALLATION REVISIONS DESCRIPTION DATE I APPROVED REVISED INSTALLATION DETAILS 06/22/15 1 R.L. 15. FOR ANCHORING FRAME INTO MASONRY/CONCRETE USE 1/4" 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. 16. FOR ANCHORING FRAME INTO METAL STRUCTURE USE 1/4" 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. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. 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). D.-METAL-STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 19. WINDOW MAY BE INSTALLED HORIZONTALLY OR VERTICALLY 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. AON EMfQi'/IWETAAL 81RlY SERIES 3000 ALUMINUM FLANGE FRAME IMPACT FIXED WINDOW - HVHZ - PVB NOTES J.L. 1 08-02310 SCALE NTS DATE 07/24/14 SHEEP 1 OF 4 SIGNED. 0612312015 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 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: EXTRUDED RIGID PVC. 6) UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 8 FOR GLASS DETAILS. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT 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) FOR NAIL FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MIN EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 10) FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" 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. 11) FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) FOR FRAME ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS 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). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 15) APPROVED CONFIGURATIONS: OX, OX. 16) ANCHOR HOLES AND ANCHOR HEADS TO BE FILLED AND COVERED WITH APPROVED URETHANE SEALANT. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATIONS 3 — 7 INSTALLATION DETAILS 8 COMPONENTS AND GLAZING DETAIL REVISIONS REV DESCRIPTION DATE APPROVED A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. B REVISED EDGE DISTANCES 10/22/13 R.L. C REVISED INSTALLATION DETAILS DIMENSIONS 02/23/15 R.L. TM WINDOWS L.L.C. 1543 NORTH POWERLINE RD. POMPANO BEACH, FL 33021 TM 9000 SS VINYL LMI HVHZ 74" x 64" NOTES DRAWN: DWG NO. V.L. 08-01977 SCALE NTS IDAE 04/15/13 1SHEET 1 OF 8 SIGNED: 0212412015 Vt.. I IL 0�7z v •��(.E(VSo'.9s�i� *- 0, 6psx 0 ST(AATTrE OF ;�` R' C • 5" 1 I FI HE IAX 74" MAX FRAME WIDTH F rl 11" MAX O.C. 5" MAX 5" N 22 MA; CIA LAX LAX AME IGHT O TM 9000 SS VINYL LMI HVHZ EXTERIOR VIEW FRAME AND FLANGE INSTALLATION am REVISIONS REV DESCRIPTION A ADDED NOTES AT GLAZING DETAILS B REVISED EDGE DISTANCES C REVISED INSTALLATION DETAILS DIMEI 74" MAX FRAME WIDTH 5" MAX � � 11" MAX O.C. � 5" MAX ix 64' MAX FRAME HEIGHT j X DESIGN PRESSURE RATING IMPACT RATING t65.OPSF LARGEAND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 S HVHZ HARDWARESCHEDULE A. ()ROLLER_VQHEELS 805WHLAB AT LIN DERSIDE OF SASH B. (2}, SViIEE LA�fCHES 922 7 3/2" TO 8 3/4" FROM EACH END OF TOP AND BOTTOM LIFT RAIL C. (2)IOCK KEEPERS (8234) AT FIXED MEETING RAIL D. ALUMI1NI IMMINFORCEMENT(SE9304) AT FIXED MEETING RAIL E. AWMINUMgE1NFORCEMENT(SE9345)ATSASH F. ALUMINUM R1 INFORCEMENT SE346B) AT LEFT RAIL G. ALf'1MA R04ORCEMENT(SE9341)ATTOP AND BOTTOM SASH RAILS TM 9000 SS VINYL LMI HVHZ EXTERIOR VIEW FIN INSTALLATION NOTES: 1. MAXIMUM SASH SIZE: 3713/16'X 60 718' 2. MAXIMUM O.L0..341116'X60" 3. (2) 136-X 318- WEEP HOLE AT LOWER EXTERIOR FACE OF SILL 4. (3) WEEP HOLES AT 3 &8' FROM EACH OUTSIDE CORNER OF FRAME SILL 5. (2) 1 - X 1 3/16' WEEPHOLES AT 21/2' FROM FRAME JAMB AND 1348' FROM INSIDE FACE OF INTERIOR SILL RISER. ORAwN V.L. srlu E NTS 5" MAX 22„ MAX D.C. TM WINDOWS L.L.C. 1543 NORTH POWERLINE RD. POMPANO BEACH, FL 33021 TM 9000 SS VINYL LMI HVHZ 74" x 64" ELEVATIONS Owc No. 08-01977 PATE 04/15/13 ISNEET2 OF 8 DATE APPROVED 07/15/13 R.L. 10/22/13 R.L. 02/23/15 R.L. SIGNED: 0212412015 7/8" MIN. I EDGE DISTANCE WOOD FRAMING I ME OR 2X BUCK STRUCTL BY OTHERS 1 7/16" MIN. BY OTHE EMBEDMENT O ❑ 1 /4" MAX. SHIM SPACE APPROVED � APPROVED URETHANE URETHANE SEALANT 0 SEALANT #14 WOOD SCREW INTERIOR E XTE EXTERIOR #14 WOOD APPROVED SCREW SEE NOTE 16 URETHANE SEALANT SHEET 1 APPROVED 1/4" MAX. SHIM SPACE URETHANE SEALANT WOOD FRAMING OR 2X BUCK 1 7/16" MIN. STRUC BY OTHERS EMBEDMENT BY OT I 7/8 MIN " ~ EDGE DISTANCE ' VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 49TES. 1. IN ND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN OR CLARITY. L2:t?EI71MEfi�AND JOINT SEALANT BY OTHERS TO BE DES16NEDWACCORDANCE WITH ASTM E2112 1" MIN r^ ,E DISTANCE 1 /4" MAX. SHIM SPACE REVISIONS DESCRIPTION DATE APPROVED ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. REVISED EDGE DISTANCES 10/22/13 R.L. REVISED INSTALLATION DETAILS DIMENSIONS 02/23/15 R.L. 1 /4" MAX. J � FSHIM SPACE INTERIOR 04 SMS OR ;ELF DRILLING 1" MIN. SCREW EDGE DISTANCE ❑ YFOI D #14 SMS OR SELF DRILLING �Q -- ❑o SCREWS C. METAL STRUCTURE BY OTHERS APPROVED EXTERIOR URETHANE OR SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1 7/16" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE r i- INTERIOR 0 114 SMS OR 7/8" MIN. ;ELF DRILLING EDGE DISTANCE a s ;CREW ;EE NOTE 16 #14 WOOD ❑ SHEET 1 SCREW �Q ❑o 1 /4" MAX. ❑ ❑ SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED EXTERIOR 1" MIN URETHANE JAMB INSTALLATION DETAIL ~ EDGE DISTANCE SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0212412015 VERTICAL CROSS SECTION TM WINDOWS L.L.C. ��y11111f1//� METAL STRUCTURE INSTALLATION 1543 NORTH POWERLINE RD \\g R• . 41/ / POMPANO BEACH, FL 33021•��GENS�.9�i�i� TM 9000 SS VINYL LMI HVHZ o,6�61 *= =*4"TAfeOF 7TA x 6O FRAME INSTALLATION DETAILS �yo• DRAWN: DWG N0. REV %�'O••jQC0R1Q?• \��\ O8 C AL1E����\` s0 E977 SCALE DATE NTS it/21/11 3 OF 8 L 2 1/2" MIN CONCRETE/MASONRY EDGE DISTANCE BY OTHERS • OPTIONAL 1 X BUCK ° ° ° 1 1/4" MIN. TO BE PROPERLY " ;° EMBEDMENT SECURED ° e.`� SEE NOTE 3 SHEET 1 I O ��1/4" A MAX. APPROVED f�SHIM SPACE URETHANE USEALANT 1/4" TAPCON INTERIOR EXTERIOR 1 1/4" MIN, EMBEDMENT CONCRETE/MASONRY REVISIONS REV I DESCRIPTION DATE APPROVED A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. B REVISED EDGE DISTANCES 10/22/13 R.L. C REVISED INSTALLATION DETAILS DIMENSIONS 02/23/15 R.L. 1 BY OTHERS OPTIONAL 1 X BUCK TO BE PROPERLY ° SECURED SEE NOTE 3 SHEET 1 1/4" MAX. 1/4" TAPCON \-.- -I I SHIM SPACE 2 1/2- ° O MIN. EDGE DISTANCEUp Q L- . ' . . . .: � ' . ' ' I INTERIOR EXTERIOR APPROVED URETHANE SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION 1/4" TAPCON APPROVED n SEE NOTE 16 SHEET 1 URETHANE SEALANT " NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, SHI NOT SHOWN FOR CLARITY. OPTIONAL 1X BUCK O O 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE TO BE PROPERLY —T- DESIGNED IN A CCORDANCE WITH A S TM E2112 SECURED SEE NOTE 3 SHEET 1 I SIGNED:0212412015 ',ir' CONCR TE/MASONRY a ° LC%l���i Jam''^-8Y OTHERS e•. •' EMBEDMENT ;', 1543MNORNDOWSTH OWERLINE RD. ��\\\\5`1P. ° 8.: POMPANO BEACH, FL 33021 `w•�\GENS•9cP��� TM 9000 SS VINYL LMI HVHZ 61 2 1/2" MIN.74" x 64" DETAILS V itEDGE DISTANCE FRAME INSTALLATION O•OF ;�` ' VERTICAL CROSS SECTION DRAWN: OWC N0. 08SDU7 77 ISCALE REV s G �i�' 1ONALIE\��� CONCRETEIMASONRYINS'TALJATION DATE NTS 1 1 /21 /1 1 4 OF 8 AFL � Uld 7/8" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 7/16" MIN. p EMBEDMENT APPROVED URETHANE p SEALANT 1/4" MAX. BEHIND FLANGE 0 SHIM SPACE #14 WOOD SCREW INTERIOR EXTERIOR #14 WOOD SCREW SEE NOTE 16 APPROVED SHEET 1 URETHANE SEALANT 1/4" MAX. BEHIND SHIM SPACE FLANGE WOOD FRAMING 1 7/16" MIN. BT2x BUCK EMBEDMENT Y t`bTHERS 7/8" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION _ �� l NT�EAII9 AND EXTERIOR FINISHES, BYOTHERS, NO- FOR CLARITY. SHQWN �2 6941&T R AND JOINT SEALANT BY OTHERS TO BE IUFSIGNEDJN'ACCORDANCE WITH ASTM E2112 METAL STRUCTURE BY OTHERS APPROVED URETHANE SEALANT BEHIND FLANGE EXTERI( APPROVED URETHANE SEALANT BEHIND FLANGE M ETA STRUCTUR BY OTHER 1" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 4 SMS OR LF DRILLING REW REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. 8 REVISED EDGE DISTANCES 10/22/13 R.L. C REVISED INSTALLATION DETAILS DIMENSION 02/23/15 R.L. 1/4" MAX. J r SHIM SPACE 1" MIN. EDGE DISTANCE o INTERIOR } n°'� #14 SMS OR SELF DRILLING SCREWS METAL- STRUCTURE o BY OTHERS APPROVED EXTERIOR URETHANE SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION I 1 7/16" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE INTERIOR 7/8" MIN. EDGE DISTANCE SMS OR #14 WOOD Q DRILLING SCREW EW NOTE 16 ET 1 WOOD FRAMING CCC OR 2X BUCK 1/4" MAX. BY OTHERS EXTERIOR SHIM SPACE APPROVED JAMB INSTALLATION DETAIL URETHANE SEALANT WOOD FRAMING OR2XBUCK INSTALLATION BEHIND FLANGE SIGNED: 0212412015 15 3M NORTH OWERLINE RD. \\\\J`5 1�ll It o4,- POMPANO BEACH, FL 33021 ` v,•��GENS�;.cP TM 9000 SS VINYL LMI HVHZ =*• 0„6F51 t= 74" x ' FLANGE INSTALLATIOTIO $T N DETAILS �qD�, AT OF ry DRAWN: OWG NO. REV s G\���` V.L. DATE 08 50 977 C //js�MNAL1E?���\ SCALE NTS 11/21/11 5 OF 8 x • I 2 1/2" MIN. EDGE DISTANCE r CONCRETE/MASONRY BY OTHERS e .4 • • 4 1 1/4" MIN. OPTIONAL 1X BUCK ° a. EMBEDMENT TO BE PROPERLY r SECURED SEE NOTE 3 SHEET 1 APPROVED URETHANE o ❑ SEALANT BEHIND �� 1/4" MAX FLANGE r�n�� SHIM SPACE EXTERIOR APPROVED URETHANE - SEALANT BEHIND FLANGE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY - BY OTHERS t- 1/4" TAPCON 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE 1/4" TAPCON CONCRETE/MASONRY — BY OTHERS INTERIOR OPTIONAL 1 X BUCK --' TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 APPROVED URETHANE SEALANT BEHIND FLANGE 1/4' TAPCON SEE NOTE 16 � SHEET 1 1/4" MAX. SHIM SPACE D a' a. 1 1/4" MIN. EMBEDMENT < a 2 1/2" MIN. EMBEDMENT VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. B REVISED EDGE DISTANCES 10/22/13 R.L. C REVISED INSTALLATION DETAILS DIMENSIONS 02/23/15 R.L. 1/4" MAX. Q , SHIM SPACE . v e' - - -- -- INTERIOR v o / ' • v ❑ EXTERIOR JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 TM WINDOWS L.L.C. *1543 NORTH POWERLINE RD. POMPANO BEACH, FL 33021 TM 9000 SS VINYL LMI HVHZ 74" x 64" FLANGE INSTALLATION DETAILS DRAWN: DWG NO. V. L. 08-01977 SCALE NTS IDATE 1 1 /21 /1 1 ISHEET6 OF 8 SIGNED: 0212412015 AF'F'KUVW LIKCIMAN SEALANT BEHIN NAIL FI #10 w00 SCRE1 1/2" M EDGE DIST E 1/2" EDGE DIE #10 WOOD SCREW ,got22RO17E1) URETHANE ¢LANT BEHIND ii NAIL FIN z VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS REV DESCRIPTION A ADDED NOTES AT GLAZING DETAILS MOOD 8 REVISED EDGE DISTANCES -RAMING C REVISED INSTALLATION DETAILS DIME? 3Y OTHERS 1 /4" MAX. SHIM SPACE WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE INTERIOR . ; - v U o MIN. EMBEDMENT O T10 - #10 WOOD SCREW � APPROVED URETHANE SEALANT BEHIND NAIL FIN EXTERI 1/2" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX NOTES: SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 WOOD TM WINDOWS L.L.C. FRAMING 1543 NORTH POWERLINE RD. BY,OTHERS POMPANO BEACH, FL 33021 TM 9000 SS VINYL LMI HVHZ 74" x 64" NAIL FIN INSTALLATION DETAILS DRAWN: DWG NO. REV V.L. 08-01977 C SCALE NITS I DATE 11 /21 /1 1 ISHEE17 OF 8 DATE APPROVED 07/15/13 R.L. 10/22/13 R.L. 02/23/15 R.L. SIGNED: 0212412015 Syt l�l I l LlO'11 �1/.61 i ,fir• •0TNkkEO1 �FD•'bZORMt- z/jA�s/O0C'�;�`'••` 1 " REVISIONS 3/16" TEMP 1/8" ANN REV DESCRIPTION DATE APPROVED EXTERIOR 0.090" SAFLEX BY EASTMAN 3 15/16" --{ A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. STEEL 1/8" ANN INTERIOR B REVISED EDGE DISTANCES 10/22/13 R.L. SPACER GE 1200/GE RGS7700 1 15/16 C REVISED INSTALLATION DETAILS DIMENSIONS 02/23" R.L. SYSTEM SILICONE 2" 2 3/8" SETTING 5/8" BITE O ❑ ❑ 1 7/8" 1 11/16" 1 7/8" BLOCK FRAME (SS9301) O GLAZING DETAIL A VINYL PVC.065' THICK FORLMI&SMIPROTECTION ]-do 1 15/16" 1 15/16" 1 15 1" 1 3/16" --I1 3/16- C � I/16" i 1 3�L 3/16" TEMP 1/8" ANN r EXTERIOR 0.090" PVB BY DUPONT 1 9/16" FIXED MEETING RAIL (SH9304) COMMON SASH (SE9345) LIFT RAIL (SE9346) 1/8 ANN INTERIOR L VINYLPVC.065'THICK VINYLPVC.065'THICK VINYL PVC.065'-THICK STEEL SPACER GE 1200/GE RGS7700 13/16" 1" 1 11/16"� SYSTEM SILICONE � SETTING 5/8" BITE BLOCK REINFORCEMENT (SE9304) ALUMINUM 6063-T6.09' THICK n �--{ 7/16" Fy— 1 15/16" GLAZING DETAIL B IlJI I 1 3/16" O FOR LMI & SMI PROTECTION 7/8 +-- O 3 3/16- 3/16" ANN 1/8" ANN �� I 4 1"GLAZING BEAD (BV137) TOP/BOTTOM SASH (SE9341) EXTERIOR 7/16" U 1 1/4" VINYLPVC.059'THICK VINYLPVC.065'THICK 0.090" SAFLEX BY EASTMAN 1/8" ANN INTERIOR STEEL REINFORCEMENT (SE9341) SPACER GE 1200/GE RGS7700 ALUMINUM6o63-T6.065'THlCK SILL NAIL FIN (SH9303) SYSTEM SILICONE VINYL PVC.065'THICK 1 11 /16" SETTING 5 8 SITE '{ 1 1/2" 1 5/16" BLOCK I 1 13/1 �— 1 1/8" GLAZING DETAIL C 11 / 16" 7/8"� 1 /2" FOR LMI PROTECTION �- -) ADAPTER CLIP (ACASE9341) ADAPTER CLIP (ACADS9301) 1 " REINFORCEMENT (SE9345) VINYL PVC .070'THICK ROLLER TRACK8) ALUMINUM 6063-T6.0T THICK ALUMINUM 6063-T6.07' THICK HlCK 3/16" ANN 1/8" ANN ALUMINUM6063-T5.095'THICK SIGNED: 02124/2015 EXTERIOR 0.090" PVB BY DUPONT TM WINDOWS L.L.C. \\ // \luuur/ j 1/8" ANN INTERIOR —j 1 1/2" J 3/4" 1543 NORTH POWERLINE RD. \�� , �GR • .. 41/ j,- SP GE 1200/GE RGS7700—I �I POMPANO BEACH, FL 33021 `w•�ENSF 9s�� SYSTE' SILICONE &A 1 13/16" 7/8"� TM 9000 SS VINYL LMI HVHZ *• 0,.6z51 •*= S Iy J 74" x 64" YiC� BLO7�K BITE r GLAZING DETAILS AND COMPONENTS STATE OF � I REINFORCEMENT (SE9346B) FLANGE (AF75) DRAWN: DWC N0. REV .G<�OH�LINI PROTECTION D ALUMINUM 6063-T6.125'THICK VINYL PVC.059'THICK S NTS DATE 1 1 /21 /1 1 08 01977ET 8 0F 8 C ,'ONAL1��\�� 100-1 Ver. 36 CUstorrier lafori-rlation N arne: JANINE BIEHL Adldreas: 124 QUEEN ANN CT FORT PIERCE, FL 34949 Primary Phope: 561-212-3587 Secondary Phone: 561-212-3587 Series 9800 Single Slider 611 x 44 Frame Width = 61 Frame Height = 44 Sash Split = Even Code Version = Code Version Florida Building Code = 16457.1 SKU = 1000030331 Vendor Name = TM Window Vendor Number = 60074855 Manufacturer = TM Window Customer Service = 1-954-781-4430 Catalog Version Date = 9/18/15 Room Location = None Lead Time = 28 Days Meet 2014 FBC Energy Requirements = Yes Climate Zone = Zone 1 & 2 Glass Type = Insulated Impact Frame Type = Box Frame with 1/2" Snap -on Vinyl Flange Snap-On Interior Frame Accessory = Frame Plug Standard Operation (Viewed From Exterior) = XO Meets HVHZ Requirements'= Yes Maximum Design Pressure = DP +/- 65 Glass Thickness = 1" Glass Strength = Annealed Glass Interlayer = PVB Product Approval Glass Code = VP Roller Meets Energy Star Requirements = Yes Meet Turtle Code = No Low-E = High Performance Low-E 340 Argon Gas = Yes Lock Type = Sweep Lock Screen = Half Screen Exterior Finish = White Interior Finish = White Overall Frame Width = 61 Overall Frame Height = 44 Store Informaition LAKE PARK 3860 NORTHLAKE BLVD LAKE PARK, FL 33403 Stare fit niter: 0220 Customer A reernent 4 : 596592 Associate: SETH 1 $701.35 1 $701.35 Fi� 61 www.HomeDepot.com Page 1 of 3 Printed By: SETH Date Printed: 10/28/2015 1:02 PM Florida Building G-,)de Onlin:n i e ................ Fl[II 1 kJ orida depai` nentq BCIS Home Log In User Registration F Hot Topics Submit Surcharge Stats & Facts 1 Publlcatlo Ens , FBC Staff BCIS Slte Map, Busines P• � Product Approval RE I D rofessi a I�j USER: Public User. �'� - RRe�gu�llatio�n��pr� I�OV. -.0 2095 11MT i'1Yrim1a1�t°jifil'iiiW� . Product Awroval Menu > Product or Application Search > Application LlsIt Rublic Works Search Criteria St. Lucie County, FL Refine Search " Code Version 2014 FL# 17162.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,'Numberor Name ALL Product Description ALL Approved for use in HVHZ ALL Approved. for use outside HVHZ ALL Impact. Resistant ALL Design Pressure ALL Other ALL Search Results - Aoolications €L# Type Manufacturer: Validated By Status .FL17162- Revision Eastern Architectural Systems "FL#: FL17162.1 National Accreditation & ManagementInstitute. Approved S2 ry Model: Series 3000 Aluminum Impact Fixed Window with (804.) 684-5124 PVB Intedayer Description: Series 3000 Aluminum Impact Fixed Window :with PVB' interlayer Category: Windows, Subcategory: Fixed -npprgyM oy. VprM APprovais oy uorrc snail oe rewewea anu rauneu oy me rut- ano/or cne L.ommission a necessary. Contact Us :: 1040 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prlvacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a publlc-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 856.487.1395. *Pursuant to:Section 455.275(1), Florida,Statutes, effective October 1, 2012',11censees licensed under Chapter:455; F.S. must provide the:Departmeht with an email address If they have one. The emall3 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 avallable to the public. To determine If you area licensee under Chapter 455, F.S., please click here . Product Approval Accepts: .ti@CUrlh`;titrSrlLtC" httpsJ/floHdabuilding.oWpr/pr ap.p_I i.aspx Page 1 of 1 120" MAX FRAME WIDTH 4" MAX 4" MAX 4" MAX 4" MAX 6" MAX 8 MAX l 6" MAX 1 O.C. 1 1- 48" MAX FRAME HEIGHT L 6" MAX 6" MAX /2" C DESIGN PRESSURE RATING IMPACT RATING t70.OPSF LARGE MISSILEIMPACT RLVISIONS REV DESCRIPTION GATE I APPROVED A REVISED INSTALLATION DETAILS 06/22/15 1 R.L. 48 MAX FRAME WIDTH 6" MAX 1 MAX O.C. 6" MA) r MAX 54" MAX FRAME HEIGHT T- 10 1/2" MAXiO.C. 6" MAX MISSILE LEVELD, IMNDZONE 4AND NVIrZ SERIES 3000 PW FIXED WINDOW EXTERIOR VIEW 1 1/32" 3/16" HS 3/16" ANN .090 PVB BY DUPONT EXTERIOR 3/16" HS LAMI INTERIOR 4ZING XL EDGE 1 SPACER SIKAFLEX '4" BITE 552 GLAZING. DETAIL A 7/16" 3/16" HS EXTERIOR 090 PVB BY DUPONT 7/16" LAMI 3/16" HS GLAZING1.) INTERIOR SIKAFLEX 3/4" BITE 552 GLAZING DETAIL B J.L. DESIGN PRESSURE RATING IMPACTRATING +85.01-90.OPSF LARGE MISSILE/MPACT MISSILE LEVELD, IWNDZONE 4AND RVAZ ruerlmAACNR MOF aralrya MNI&TNOF rxle+R �ramArlr SERIES 3000 ALUMINUM FLANGE FRAME IMPACT FIXED WINDOW — HVHZ — PVB ELEVATIONS AND GLAZING DETAILS 08-02310 07/24/14 s"'U2 OF 4 SIGNED: 06/23/2015 EAt WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT BEHIND FLANGE EXTERIOR APPROVED SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS 5/8" MIN. EDGE DISTANCE 1" MIN. METAL EDGE DISTANCE 1 7/16" MIN. STRUCTURE EMBEDMENT BY OTHERS 1/4" MAX. 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT BEHIND FLANGE 1/4" SMS OR SELF DRILLING #14 WOOD SCREW SCREW INTERIOR EXTERIOR —I,— INTERIOR #14 WOOD SCREW APPROVED 1/4" MAX SEALANT SHIM SPACE BEHIND FLANGE METAL — 1 /16" MIN STRUCTURE EMBEDMENT BY OTHERS 1" MIN. EDGE DISTANCE 5/8" MIN. EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCKINSTALLATION T AND EX-TERIOR FINISHES, BY OTHERS, N FOR CLARITY. 'ER AND JOINTSEALANT BYOTHERS TO BE IN ACCORDANCE WRHASTM E2112 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLTION DETAILS 06/22/15 R.L. 1/4" MAX. L_ F SHIM SPACE 1" MIN. EDGE DISTANCE INTERIOR 1/4" SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1 7/16" MIN. 1/4" MAX. EMBEDMENT 5/8" MIN � SHIM SPACE r EDGE DISTANCE INTERIOR L" SMS OR .F DRILLING 2EW #14 WOOD SCREW _ 1/4" MAX. WOOD FRAMING EXTERIOR SHIM SPACE OR 2X BUCK SEALANT BY OTHERS APPROVED BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0623/2015 SERIES 3000 ALUMINUM FLANGE FRAME 641. IMPACT FIXED WINDOW - HVHZ - PVB FLANGE INSTALLATION DETAILS aE DAT OF tV� DRAWN: I DWG N0. OS D REV AS7Q_NAL`1;\\\�\\ S,r,�.OR1UP?G�'�'\� sO2T31 SCALE DATE NTS 07/24/14 3 OF 4 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS .• n a ° 1 1/4" MIN. OPTIONAL 1X BUCK ° n °. EMBEDMENT SEE NOTES 3-7 SHEET 1 ° APPROVED 1/4" MAX' SEALANT SHIM SPACE BEHIND FLANGE 1/4" TAPCON EXTERIOR APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS INTERIOR 1/4" TAPCON 1/4" MAX. SHIM SPACE a. a G a .- a 1 1/4" MIN. EMBEDMENT VERTICAL CROSS SECTION CONCRETEMASONRYINSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A I REVISED INSTALLATION DETAILS 06/22/15 1 R.L. 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS y o. .. OPTIONAL 1X BUCK a 1/4" MAX. SEE NOTES 3-7 SHEET 1 < SHIM SPACE 1/4" TAPCON a INTERIOR v 2 1/2" MIN. EDGE DISTANCE a ° EXTERIOR APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEJMASONRY INSTALLA770N NOTES. I. INTERIOR AND OCTERIOR FINISHES, BYOTHERS, NOT SHOWNFOR CLARITY. 2 PERIMETER AND JOINT SEALANI'BYOTHERS TO BE DESIGNED IN ACCORDANCE MTHASTM E2112 SERIES 3000 ALUMINUM FLANGE FRAME IMPACT FIXED WINDOW — HVHZ — PVB FLANGE INSTALLATION DETAILS DRAWN: DWC NO. REY- J.L. 08-02310 A SIGNED:. OS23/21 v •v\GENSFgi L. Roberto Lomas P.E. 233 W. Main St Engineering Evaluation Report k Danville, VA24541 Report No.: 513067A 434-688-0609 rllomas@lrlomaspe.com Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. Ft. Myers, FL 33912 Product Line: Series 3000 Aluminum Flange Frame Impact Fixed Window— HVHZ - PVB Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02310 Revision A, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: CTLA 301OW-2 & -3 signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories, Orlando, FL TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, t70.0psf design pressure, 15.Opsf water penetration (120"x48") +85.0/-90.Opsf design pressure, 15.Opsf water penetration (48"x54") TAS 203-94 Cyclic Pressure loading t70.Opsf (120"x48") +85.0/-90.Opsf (48"44")' 3. Report No.: CTLA 301 OW-2A & -3A signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories, Orlando, FL AAMAIWDMA/CSA 101/I.S2/A440-11 Design pressure: t70.Opsf (120"x48") +85.0/-90.Opsf (48"44") Water penetration resistance 15.Opsf ASTM E1886-05 and ASTM E1996-09 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, t70.Opsf (120"x48") +85.0/-9O.Opsf (48"x54") Anchor calculations, report number 513067-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: t70.Opsf (120"x48") +85.0/-90.Opsf (48"x54") • Maximum unit size: 120" x 48" and 48" x 54" • Units must be glazed per ASTM El300-04, see installation instructions for glass details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be aluminum. Installation: Units must be installed in accordance with approval document, 08-02310 Revision A. • Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 f� E s q'�i *� 0 51 •* TAT Q F O L. Roberto Lomas P.E. 13-0129.27-COMP 233 W. Main St Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com June 8, 2015 Ref: N.O.A.13-0129.27 Manufacturer: E.I. DuPont De Nemours & Co., Inc. DuPont P&IP Chestnut Run Plaza, 712/161, P.O. Box 80712 Wilmington, DE 19880 Product: DuPont Butacite® PVB Interlayer To Whom It May Concern: This is to certify that I have reviewed all documentation for the above mentioned N.O.A. After my review and to the best of my knowledge, I found that the products in the N.O.A. listed above comply with the requirements of the Florida Building Code 5f Edition (2014). Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). Sincerely, R1 I I.L ��J�S ' ` • a1 �ii. �'•'�,�� E N S�•gcP 4-TAT 0y ooOFSSW s1ONAI.\���� Luis R. Lomas P.E. FL No.: 62514 1of1 YY DUPONT BUTACITRQ PVB 1NTERL.AYER A B, C SECTION ERODUCT DESCRIPTION IPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS & CO., INC. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A TYPICAL GLAZING 13-MADE OF THE FOLLOWING COMPONENTS: A - 118" (3.0 mm) Annealed Glass B - 0.030" 0.76 mm) DuPont Butacite® PVB Intedayer C 1I8" (3.0 mm) Arineated Glass MATERIAL CHARACTERISTICS Butaclte@ PVB Interlayer (Clear) Designation Test Properties ButaciteO PVB interla er Clear Self Ignition Temperature ASTM D1929 788 `F 420 90 Flash Ignition Tem erature ASTM D1929 788 "F 420 °C Av Smoke Density Rating ASTM D2843 7.2 Burning Rate ASTM D635 0 mm[min. Xenon Weathering (4500 hrs) ASTM C168-02 Method A `Weathering Flexural Strength ASTM C156-02 Method A Before After 2940 psi 3189 psi *WEATEERING PER SECTION 2612 OF THE FLORIDABUMI)ING CODE - THIS IS A COMPONENT APPROVAL AND,DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORh1ANGE OF THIS COMPONENT. SYSTEMS INCORPOR TING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROV* TO 'THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. � �.����-�.><I--•� 4�1�'4n�,6.utaciieO,.PVB Interiayer; Bdkfiva c04a- E i:-duNnt-de Nemours•& Co., Inc. ��Nltltt�li� A,�; �J�s �n� DitParl P&IP.- GLS } . Chestnut Run Plaza Bldg 7 i2I161 ,,��y P. O. Box 80712 mhkAmme�oa�ul Wilmington DE 19880-0712 . Phone:302-999-2125 t i * - Rev. File #11-01214W Sheet 1of 2 B1FA'fC Of Drawing Date: 01/15/13 �; ••,t�,�N� r,��� r md-ol b 13 Allan A. Kozich, PE :Q R �O'a .,` C A 111o, l76 5; ReQistration # 16864, DUPONT BUTACITE0 PVB INTERLAYER Materiai Characteristics Butacite@ PVB Interlayer (Colors) Designation Test Properties Self Ignition Temperature (i] ASTM D1929 788 F (42Q "C) Self Ignition Temperature 12 ASTM D1929 788 `F (420 r,) Self Ignition Temperature [3] ASTM D1929 788 7 (420 C) Self IIgnitlonTemperature,,[4] ASTM D1429 788 F (420 `C) Self Ignition Temperature[5] ASTM D1929 788 `F (420'C) Flash Ignition Temperature [1] 1 ASTM A1929 788 'F (420 9C) Ignition Temperature [2] ASTM D1929 770 F (410 �C) -Flash Flash Ignition Temperature [3] ASTM D1929 770 IF f410 r,) Flash Ignition Temperature [4] ASTM D1929 788 7 (420 �Q) Flash I nitiorl Temperature ASTM b1929 788 7 (420 t) Avg Smoke Density..Rating [I. ASTM 02843 7:2 . Avg Smoke Densl ` Rating (2] 1 ASTM D2843 9,1 Avg Smoke pensii Rating [31 ASTM D2843 10.2 Avg Smoke Density Rating [hj ASTM D2843 10.1 Avg Smoke Density Rating [6] ASTM D2843 8.1 Buming Rate 1] ASTM D635 0 mmlmin. Buming Rate (21 ASTM D635 0 mmlmin. Burning Rate [31 ASTM D636 0 mmlmin. Burning Rate (4] ASTM D635 0 mmlmin. Burning Rate j5i ASTM D635 0 mmlmin. W4%%" %j%'v gW.Ta F.. * vm*I y{p �Qu JRkvW& [1] Clear Butacite® PVB Interlayer 8af14tn8. - [2] Charcoal Grey Butacite® PVB Interlayer •A �N+ WD a ` 101; •2 [3] Blue -Green Butacite® PVB Interlayer a f (4] Azure Blue Butacite@ PVB Interlayer �r [5] Solar Bronze Butacite@ PVB Interlayer r�< �b1aOt THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS BHOWINa THAT THE SYSTEM usiNG THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. DuPont Butacite@ PVB Interlayer E.I. duPont-de Nemours &-Co. Inc. t. #, DuPont KIP GLS �� ► <+� '•ti Chestnut Run Plaza Bldg 712/161 ,.• Ha 1450 * jj P. O. Box 80712 r Wilmington DE 19880-0712 Phone: 302-999-2125 • "'� +f- 1il1t� tpF •' NZY• file #13-012V? Sheet 2of 2 Drawing l3ate: 0111 M �?►�'►,Z+,bAdi D�- f o3 jZbi3 Allan A. Kvzich, PE �1��! N >+�r�� o . Registration! 16864 L,�7r, I%HA11•II-DADE COUNTY PRODUCT CONTROL SECTION 11805 S%V 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOb•IIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) wvs-mmiamidade.eovNeonomv E.I. DuPont De Nemours & Co., Inc. DuPont P&IP Chestnut Run Plaza, 712/161, P.O. Box 80712 Wilmington, DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation 'submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AIU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: DuPont Butacite0 PVB Interlayer APPROVAL DOCUMENT: Drawing No. 13-0129.27, titled "DuPont Butacite0 PVB hiteriayer", Sheet 1 and 2 of 2, dated 01/15/2013, prepared by E.1. DuPont De Nemours & Co., Inc, signed and sealed by Allan A. Kozich, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance member and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA-Butacite® PVB", standing for "Miami -Dade County Approved — Butacite0 PVB", and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the ButaciteO PVB interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-1118.03 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.13-0129.27 MIAMI•Di4DE GOUPt'fl( "r Expiration Date: December 11, 2016 y A D e: April Il, 2013 ge E.I. DuPont De Nemours & Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.13-0129.27, titled "DuPont Butacite© PVB Interlayer", Sheet 1 and 2 of 2, dated 01/15/2-013, prepared by E. I. DuPont De Nemours & Co., Inc, signed and sealed by Allan'A. Kozich, P.E. B. TESTS "Submitted wider NOA # 11-0624.01 " Test report Standard Date Sianature 1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A. Reed, P.E. 2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph A. Reed, P.E. 3. A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A. Reed, P.E. 4. A2280.01-10-18 ASTM G 155 03/29/11 Joseph A. Reed, P.E. 5. A2280.01-10-18 ASTM G 158 03/29/11 Joseph A. Reed, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 11 1118.03" 1. Statement letter of code conformance to 2010 FBC issued by Allan A. Kozich & Associates, dated 03/01/2012, signed and sealed by Allan A. Kozich, P.E. "Submitted under NOA # 11-0624.01" 2. Statement letter of code,conforrnance to 2007 FBC and no financial interest issued by Allan A. Kozich & Associates, dated 08/09/2011, signed and sealed by Allan A. Kozich, P.E. i/414111 t Carlos M. Utrera, P.E. Product Control Examiner NOA No.13-0129.27 Expiration Date: December 11, 2016 Approy'll, it ApAl 11, 2013 �..�., B -1 W 1 111IA11II-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Roo 208 DEPARTMENT OF REGULATORY AND ECONOA•1IC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADi/•IINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) wm-•.miam(dade aov/economy E.I. DuPont De Nemours & Co., Inc. DuPont P&IP Chestnut Run Plaza, 712/161, P.O. Box 80712 Wilmington, DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be. valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: DuPont Butacite® PVB Interlayer APPROVAL DOCUMENT: Drawing No.13-0129.27, titled "DuPont Butacite® PVB Interlayer", Sheet 1 and 2 of 2, dated 01/15/2013, prepared by E.1. DuPont De Nemours & Co., Inc, signed and sealed by Allan A. Kozich, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA-Butacite® PVB", standing for "Miami -Dade County Approved — Butacite@ PVB", and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the Butacite® PVB interlayer. RENEWAL of this NOA shall be, considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any,portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-1118.03 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. {# NOA No.13-0129.27 pirMIAMI. E'coUNTY !;' Expiration Dat a"c nr>ter 11, 2016 Approva {fDa�te Ar110.3 E.I. DuPont De Nemours & Co. Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.13-0129.27, titled "DuPont Butacite® PVB Interlayer", Sheet 1 and 2 of 2, dated 01/1512013, prepared by E. I. DuPont De Nemours & Co., Inc, signed and sealed by Allan A. Kozich, RE, B. TESTS "Submitted under NOA # 11-0624.01" 1. Test= Standard Date Signature 2. A2280.01-10-18 A2280.01-10-18 ASTM D1929 03/29/11 Joseph A. Reed, P.E. 3. A2280.01-10-18 ASTM D 635 ASTM D 2843 03/29/11 03/29/11 Joseph A. Reed, P.E. Joseph A. Reed, P.E. 4. S. A2280.01-10-18 A2280.01-10-18 ASTM G 155 03/29/11 Joseph A. Reed, P.E. ASTM G 158 03/29/11 Joseph A. Reed, P.E. C- CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Mianu-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS I. None. F. STATEMENTS "Submitted under NOA # 11-1118.03" 1. Statement letter of code conformance to 2010 FBC issued by Allan A. Kozich & Associates, dated 03/01/2012, signed and sealed by Allan A. Kozich, P.E. "Submitted umderNOA # 11-0624.01" 2. Statement letter of code, conformance to 2007 FBC and no financial interest issued by Allan A. Kozich &, .As sociates, dated 08/09/2011, signed and sealed by Allan A. Kozich, P.E. , Carlos M. Utrera, P.E. Product Control Examiner NOA No.13-0129.27 Expirationm , Ap -; D cember 11, 2016 /V.9- l a e. A ill 1� ; 2013 E-1 at. u DUPONT BUTACITEQ PVB INTERLAYER J A B C SECTION RODUCT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS & GO., INC. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A TYPICAL GLAZING IS -MADE OF THE FOLLOWING COMPONENTS: MATERIAL CHARACTERISTICS Butacite@ PVB Interlayer (Clear) pesi nation Test Pro ertle5 Butacite® PVB Interia er Clear Self Ignition Temperature ASTM Q1929 788 F 420 r, Flash Ignition Tem erafure ASTM D1929 788 •F 420 °C Av Smoke Density Ratinla ASTM D2843 7.2 Burning Rate ASTM D635 0 mro/min. Xenon Weathering (4500 hrs) ASTM C168-02 Weathering Flexural Strength Method A ASTM C158-02 Method A Before After 2940 E 3189 DS1 *WEATHERING PEP, SECTION 2612 OF THE FLORIDA BUILDING CODE THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANOE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROV.�L TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. E•:i-AUPont-de Nemours_ & Co., Inc. NK.0��Cy,, a k Chestnut Run Plaza Bldg 712/161 �` !• ��„�, P. O. Box 80712 * 2 No 188e4 * Wilmington DE 19880-0712 _ •• Phone: 302-999-2125 So• 13ev, Fitesheet 10€ 2 ?, �, STATE OF ; w Drawing Date: 01/15/13 �'� ;• � �t'i' Allan A. Kozich, PE '��♦S` �A A C4 1Vo. [76 Registration # 16864:�-,_ DUPONT BUTACITE0 PVB INTERLAYER Material Characteristics Butacite@ PVB Interlayer (Colors) Designation Test Properties Self Ignition Temperature (1) ASTM D1929 F8'q F (420'C) Self Ignition Temperature j2 ASTM D1929 788F (4201C) Self Ignition Temperature [3] ASTM D1929 788 T:.(420 t) Self Ignition Temperature 141 ASTM D1029 7887 (420 `C) Self lgnition Temperature [ ASTM D1929 7887 (420 "Cl Flash Ignition Temperature [1] ASTM .D1929 7887 (420 t) -Flash Ignition Temperature [2]I ASTM D1929 770 4101C) Flash Ignition Temperature [3] ASTM D1929 770'F 410 `C) Flash Ignition Temperature (4] ASTM D1929 788`F (420 `C) Flash Ignition Temperature ASTM D1929 788 7 (420 `C) Avg Smoke Density..Rating. [1] ASTM D2843 7.2 . Avg Smoke Density Rating [2}I ASTM D2843 9A Avg Smoke Density. Rating [3] ASTM 02843 10.2 Avg Smoke density Rating [h] ASTM D2843 10.1 Avg Smoke Density Rating [5] ASTM D2843 8.1 Burning Rate l] ASTM D635 0 mmlmin. Burning Rate 21 ASTM D635 0 mmlmin. Burhitng Rate 13 ASTM D635 0 mm1min. Sur6ing Rate (4] ASTM D635 0 mmtrrdn. Burning Rate [5[ ASTM D635 0 mmlmin. [1j Clear Butacite@ PVB Interlayer �auo�Ohdakitsil>��iorlda (2] Charcoal Grey Butacitee PVB Interlayer w6[ •-12q Z7 [3} Blue -Green Butacke® PVB Interlayer [4] Azure Blue Butacite@ PVB Interlayer �r [5] Solar Bronze Butacite@ PVB Interlayer THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED 00CUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING To CHAPTER Is OF THE r-LORIDA BUILDING CODE. I3uPont Butaclto® PVB intarlavee, #+ �K �4j�'; '? : ' E.I. duPont-de Nemours &-Co., Inca ` _ r DuPont P&1P GLS Chestnut Run Plaza Bldg 7121161 P. O. Box 80712 Wilmington DE 19880-0712 Phone: 302-999-2125 kV, Fi#e #I3-012V? Sheet 2of 2 Drawing Date: 01115M Allan A. Koilchj PE Registration # 1 t8t`i4 ;W ?