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Home My WebLink AboutProduct Approval (Windows Single Hung)r 1urlua n Luming uoae unnne Page 1 of 3 v RE EI V ED JUL 1 , 2017 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search dNr + Product Approval �Fa. "°" USER: Public User I R E C E I' _• U JUL 1 U 201 7 Product Approval Menu > Product or Application Search > Application List > Application Detail FL FL16023 Application Type New Code Version 2010 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 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) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 0 4 (717) 365-330-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 10/23/2012 10/23/2012 11/05/2012 v. jaiF.,n Year 2005 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE'VXQwtDgtFPmdYiNDWr... 5/12/2017 �I - Florida Building Code Online Page 2 of 3 Summary of Products FL Model, Number or Name Description 16023.1 3500 HP SH 36x72 Finless Frame Insulating Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-60 Other: H-R50 Certification Agency Certificate FL16023 RO C CAC APC B9170 01-109-47-RO 3500HP SH FLS 3-4IG 1-8A 36X72 RS0-DP-60osf(0S0216)odf Quality Assurance Contract Expiration Date 05/02/2016 Installation Instructions FL16023 RO II 3500HP SH 36x72 08-01729 odf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL16023 RO AE 512410 1729 odf Created by Independent Third Party: Yes 16023.2 3500 HP SH 52x84 Finless Frame Insulating Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +50/-50 Other: H-R50 Certification Agency Certificate FL16023 RO C CAC APC B9170 01-109-47-RO 3SOOHP SH FLS 3-4IG 1-8A S2x84 R50(0502+61 odf Quality Assurance Contract Expiration Date 05/02/2016 Installation Instructions FI_16023 RO II 3500HP SH 52x84 08-01730 Ddf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL16023 RO AE 512411 1730 Ddf Created by Independent Third Party: Yes 16023.3 3500 HP SH 3602 Fin Frame Insulating Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-60 Other: H-R50. Windows must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL16023 RO C CAC APC B9171 01-109-47-RO 3500HP SH FIN 3-4IG 1-8A 36X72 LC50-DP60osf(0S0716)odf Quality Assurance Contract Expiration Date OS/02/2016 Installation Instructions FL16023 RO II Install instruct-3500HP SH FIN (As Tested 89171 36X72).DdP Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16023.4 3500 HP SH 52x84 Fin Frame Insulating Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: H-R50. Windows must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL16023 RO C CAC APC B9I71 01-109-47-RO 3500HP SH FIN 3-4IG 1-8A S2x84 LC50(050216)odf Quality Assurance Contract Expiration Date OS/02/2016 Installation Instructions FL16023 RO II Install Instruct-3500HP SH FIN (As Tested__ 69171 52X84).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party; 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 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: http://www. floridabuilding. org/prlpr_app_dti. aspx?param=wGEVXQwtDgtFPmdYiND Wr... 5 / 12/2017 I r 36" MAX 1 4" MAX. ANCHORS TO BE EQUALLY SPACED, SEE ANCHOR CHARTS FOR UNIT SIZE AND ANCHOR QUANTITY 0 FRAME WIDTH ® 12" MAX FRAME HEIGHT MAXIMUM SASH 4 SIZE, SEE NOTE 14 SHEET 1 X i 4" MAX. SERIES 3500 HP FLANGE PVC SINGLE HUNG WINDOW EXTERIOR VIEW EQUAL UNIT SHOWN, ORIEL UNIT QUALIFIED DESIGN PRESSURE RATING IMPACT RATING +50.0 PSF -60.0 PSF NONE NUMBER Window Height (in) Windmv Widffi(in) 18.001 24.00 30.001 36.00 Tamb I Tans Tamb Jamb 24.00 2 2 z 2 30.00 2 2 2 3 36.00 2 1 2 3 3 42.00 3 1 3 3 q 48.00 3 3 4 4 54.00 3 3 4 5 60.00 3 4 4 5 66.00 1 3 1 4 1 5 6 72.00 3 1 4. 1 5 6 REVISIONS DESCRIPTION DATE APPROVED NOTES: 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: EXTRUDED RIGID PVC. 6) SASH UNITS MUST BE REINFORCED USING M-9201 ALUMINUM 6063—T6 REINFORCEMENT. MEETING RAIL MUST BE REINFORCED USING M-9200 ALUMINUM 6063—T6 REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E1300-04. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 9) 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". 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) 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). 14) MAXIMUM SASH SIZE: 33 3/4" X 35 1 /8" TABLE OF CONTENTS I SHEET NO. I DESCRIPTION R ELEVATIONS, ANCHORING LAYOUTS AND NOTES 2 — 3 1 INSTALLATION DETAILS SIGNED: 0911312012 M650 IwDOWESTMARKETS D DOORS 1R IILIo�7i/// STREET GRATZ, PA 17030-0370 \\\\\\ V •'\G+ENSFgiP��i _ ir• p,�6y 51 Y+ SERIES 3500 HP FLANGE PVC SINGLE HUNG WINDOW ALUMINUM REINFORCED - NON -IMPACT ELEVATION, ANCHORING LAYOUT AND NOTES ;p • TAT OF • Iulu� 0��•'�IORIOV:• DRAWN: DWG N0. REV OS sj0NAiIE�G`�\ scAEE NTS DATE 9/12/12 a"�T190F 3 2X BUCK/WOOD FRAMING INTERIOR FINISH BY OTHERS, 2X BUCK TO �. ` BY OTHERS BE PROPERLY SECURED EXTERIOR FINISH J BY OTHERS FLANGE TO BE WYE— SET IN BED OF MAX.APPROVED SEALANT �M HEAD TO BE SET IN A BED OF CONSTRUCTION ADHESIVE im—wrol 5-31."I'll, FLANGE TO BE �JU SET IN BED OF =l=I:- APPROVED SEALANT EXTERIOR FINISH BY OTHERS 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO VERTICAL CROSS SECTION BE PROPERLY SECURED 2XBUCKIWOODFRAMING INSTALLATION SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE 1/4" MAX. r SHIM 1 1/4" MIN. EMBEDMENT INTERIOR FINISH - BY OTHERS 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED REVISIONS REV DESCRIPTION I DATE I APPROVED 1/4" MAX. SHIM ^� #8 WOOD SCREW INTERIOR EXTERIOR FINISH J BY OTHERS EXTERIOR FLANGE TO BE SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION 2X BUCK/WOOD FRAMING INSTALLATION MsSo WINDOEST WS AND DOORS NLJ0 INTERIOR T STREET`\\\�\SuR GRATZ. PA 17030-0370 //�/' •��GENS� 9,n:ice OTHERFNISH `ter SERIES 3500 HP FLANGE PVC SINGLE HUNG WINDOW• 0 ALUMINUM REINFORCED - NON -IMPACT XOF DETAILS 1 �INSTALLATION w '�••'clpR10P•\��\ ,��ss"ONA11 �G\�� DRAWN: DWG NO. 08 REV SCALE NT$ DAiE 8/12/12 sxEEr290F 3 MASONRY/CONCRETE BY OTHERS 0 1 1/4" MIN. OPTIONAL 1X BUCK BY ad EMBEDMENT .: c OTHERS, IX BUCK TO BEj4o�= PROPERLY SECURED, SEE �T NOTE 3 SHEET 1 I , I�C1C1�� FLANGE TO BE 1/4" MAX, SET IN BED OF APPROVED SEALANT SHIM HEAD TO BE SET IN A BED OF CONSTRUCTION ADHESIVE SILL TO BE SET IN BED OF APPROVED _ CONSTRUCTION ADHESIVE FLANGE TO BE 1/4" MAX. SET IN BED OF =E= r SHIM APPROVED SEALANT OPTIONAL 1X BUCK BY Qa ° MASONRY/CONCRETE OTHERS, 1X BUCK TO BE v _ BY OTHERS PROPERLY SECURED. SEE NOTE 3 SHEET 1 VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION REVISIONS DESCRIPTION DATE I APPROVED 1 1/4" MIN. 1/4" MAX. EMBEDMENT I SHIM MASONRY/CONCRETE 3/16" TAPCON BY OTHERS INTERIOR �1ggy�+1T1>J�u 2 MIN. EDGE GE DIST. OF v � v 0 � D OPTIONAL 1X BUCK BY EXTERIOR OTHERS, 1X BUCK TO BE PROPERLY SECURED. SEE FLANGE TO BE NOTE 3 SHEET 1 SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION MWINDOWS DOORS EST KND STREET GRATZ, PA 17030-0370 �\\\\\\�111II1L10,,/sso vf// '�GEAy.4 ;�' SERIES 3500 HP FLANGE PVC SINGLE HUNG WINDOW 0 51 ALUMINUM REINFORCED - NON -IMPACT _fit: INSTALLATION DETAILS ��o TAT OF .�� DRAWN: Ow NO. REV 085oEET3gOF ��/SI�NA�tEa\�� SCALE DATE NTS g/12/12 3