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Home My WebLink AboutProduct Approval Single Hungrlullua Duixang uoae vruine Page 1 of 3 ; t9-S e A 3 t x .� N hd''+± •%pv n� X �NRbO {+p BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats F4 Facts Publications FBC Staff BCIS Site Map Links Search d,bpr}mil 6g Product Approval a USER: Public User0 y Product Approval Menu > Product or Application Search > Application List > Application De —71 i FL # �N o ! . FL16023 ra` Y _i 1 •?�-`+ 1< 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 17030 (717) 365-3300 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 1011I.S. 2/A440 Method 1 Option A 10/23/2012 10/23/2012 11/05/2012 Year 2005 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 5/12/2017 4JF r'lorida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 16023.1 3500 HP SH 3602 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 3-41G 1-8A 36X72 RSO-DP-60osf(OS0216) odf Quality Assurance Contract Expiration Date 05/02/2016 Installation Instructions FL16023 RO II 3500HP SH 36x7) 08-017-)9 odf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL16023 RO AE 512410 1729 Ddf 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 3500HIP SH FLS 3-4IG 1-8A S2x84 R50(OS0216) odf Quality Assurance Contract Expiration Date 05/02/2016 Installation Instructions FL16023 RO ti 3500HP SH 52x84 08-01730 ndf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL16023 RO AE 512411 1730 ndf Created by Independent Third Party: Yes 16023.3 3500 HP SH 36x72 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 E3300-04. Certification Agency Certificate FL16023 RO C CAC APC B9171 01-109-47-RO 3SOOHP SH FIN 3-4IG 1-8A 36X72 LC50-DP60osf(0S0216) odf Quality Assurance Contract Expiration Date OS/02/2016 Installation Instructions FL16023 RO II Install instruct-3500HP SH FIN (As Tested 69171 36X72).odf 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 B9171.01-109-47-RO 3SOOHP SH FIN 3-4IG 1-8A 52x84 LC50(050216) odf Quality Assurance Contract Expiration Date OS/02/2016 Installation Instructions FL16023 RO II Install Instruct-3500HP SH FIN (AS Tested_ B9171 52X84).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Zack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 890-487-182a 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 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 ere . Product Approval Accepts: ar�."as. F99-1 4=FK1 U http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 5/ 12/2017 I r 36" MAX FRAME WIDTH —I 1 4" MAX. ANCHORS TO BE EQUALLY SPACED, SEE ANCHOR CHARTS FOR UNIT SIZE AND ANCHOR QUANTITY 72" MAX FRAME HEIGHT 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 NUMSER Window Height (in) Window Width (in) 18.00 24.001 30.001 36.00 Tomb Tomb Jamb Tomb 24.00 2 2 2 2 30.00 2 2 2 3 36.00 2 2 3 3 42.00 3 3 3 4 48.00 3 3 4 4 54.00 3 3 4 5 60.00 3 4 4 5 66.00 3 4 5 6 72.00 3 4 5 6 TABLE OF CONTENTS SHEET NO.1 DESCRIPTION ELEVATIONS, ANCHORING LAYOUTS AND NOTES 2 — 3 1 INSTALLATION DETAILS REVISIONS DESCRIPTION DATE I 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 MANUFACTURERS 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" SIGNED: 0911312012 Msso IwDOWESTMaRKED Lo STREETSDOORS GRATZ, PA 17030-0370 P, V .�,0 E N s� • 9s�� _%• 0 51� SERIES 3500 HP FLANGE PVC SINGLE HUNG WINDOW ALUMINUM REINFORCED - NON -IMPACT �� ELEVATION, ANCHORING LAYOUT AND NOTES ` SE q �� • $TAT OF • motel\ �it�A• �,lORIOP• DRAWN: DWG N0. REV 08 01 29 /�i\�•�s�... SCALE GATE NTS 9/12/12 1 OF 3 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED EXTERIOR FINISH BY OTHERS FLANGE TO BE SET IN BED OF APPROVED SEALANT EXTERIOR OOC�aC� JI I A SHIM INTERIOR FINISH BY OTHERS HEAD TO BE SET IN A BED OF CONSTRUCTION ADHESIVE INTERIOR FLANGE TO BE SET IN BED OF Oo APPROVED SEALANT EXTERIOR FINISH BY OTHERS 2X BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO VERTICAL CROSS SECTION BE PROPERLY SECURED ZXBUCIGWOODFRAMING INSTALLATIOA SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE 1/4" MAX. r SHIM INTERIOR FINISH BY OTHERS 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 ^� j{8 WOOD SCREW INTERIOR EXTERIOR FINISH BY OTHERS EXTERIOR FLANGE TO BE SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION 2 BUCKIW00D FRAMING INSTALLATION MI WINDOWS AND DOORS oktill+Irli�� 650 WEST MARKET STREET GRATZ, PA 17030-0370 \�`�J\S R ' L o'1j9 ` ••\,�GENs •�T SERIES 3500 HP FLANGE PVC SINGLE HUNG WINDOW ALUMINUM REINFORCED - NON -IMPACT = G/ft�o INSTALLATION DETAILS�oo ,51 o SE TAT OF DRAWN: DWG NO. flEY ��u\ •f0RVDP- 08 - lj��ss�ONA C1G\\ SCALE DATE SOEE729 NTS 9/12/12 2 OF 3 11�� MASONRY/CONCRETE BY OTHERS 1 1/4" MIN. OPTIONAL 1X BUCK BY EMBEDMENT OTHERS, 1X BUCK TO BEaPROPERLY SECURED. SEE NOTE 3 SHEET 1 j=E 7O°OFLANGE A/Z TO BE 1/4" MAX.SET IN BED OF SHIM APPROVED SEALANT HEAD TO BE SET IN A BED OF CONSTRUCTION ADHESIVE EXTERIOR IL�� ,ro. 1 INTERIOR SILL TO BE SET IN ® BED OF APPROVED _ a CONSTRUCTION ADHESIVE FLANGE TO BE 1/4" MAX. SET IN BED OF SHIM APPROVED SEALANT OPTIONAL 1X BUCK BY vo. ° MASONRY/CONCRETE OTHERS, 1X BUCK TO BE a BY OTHERS PROPERLY SECURED. SEE NOTE 3 SHEET 1 VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION REVISIONS REV OESCRIPRON I GATE I APPROVED 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM MASONRY/CONCRETE _; I BY OTHERS TERIOR 2 GE MIN.EDGEDIST.OPTIONAL *0/" 1X BUCK BYTERIOR OTHERS, 1X BUCK TO BEPROPERLY SECURED. SEE BE NOTE 3 SHEET 1 SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION MssoWINDOW EST A KED SDOORS GRATZ, PA 17030-0370 \\\\\\51►1�IIIL►O�///// .��GENS�:9S�� SERIES 3500 HP FLANGE PVC SINGLE HUNG WINDOW -\\v _ fit• 0 51 ALUMINUM REINFORCED — NON —IMPACT 'OF, INSTALLATION DETAILS off= o TAT DRAWN: O OWN0. 08 REV ��! '�CORIDA• \'Z'\\ \\ SS//JNAI%%\\' SCALE NTSI DATE 9/12/12 SNEET39OF 3 r