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Home My WebLink AboutProduct approvals, windows Florida Building Code Online Page 1 of 3 E t� e y .!n?rl� 'w '". � ' ugssl% �f( � ` Florida Depagment4 BCIS Home ; Log In ; User Registration ! Hot Topics Submit Surcharge Stats&Facts : Publications ; FBC Staff 1 Ba5 Site Map ; Links ; Search Business( .- . Prof essi.66 N us o -ibCt UUsspprDVa' du Regulation Pmdnct Apnmvai Menu>Product or Aooiication Search>Application List>Application Detail FL# FL17499 i ••�rs•.:..-.o. Application Type New Code Version 2014 Application Status Approved -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. i i Comments Archived Product Manufacturer MI Windows and Doors / DI Address/Phone/Email 650 West Market Street !!! Gratz,PA 17030 (717)365-3300 Ext2560 bs¢Itnger@miwd.com � !� Authorized Signature Brent SlUinger bsitlinger@rniwd.com Technical Representative Address/Phone/Email T' • • -e�! Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung E R i 5 g Compliance Method Certification Mark or Listing 1L�:�;FL+ FF�/, Certification Agency American Architectural Manufacturers Association MAR 0 v 2017 Validated By Steven M.Urich,PE PERMITTiNIG Validation Checklist-Hardcopy Received St. Lucie County, FL Referenced Standard and Year(or Standard) Year AAMA 506 2008 AAMA/WDMA/CSA 101/l.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date.Submitted 02/18/2015 Date Validated 02/18/2015 Date Pending FBC Approval Date Approved 02/21/2015 hnp://Roridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwd)gtCUGgvjQiz6BPhSO... 7/24/2015 Florida Building Code Online Page 2 of 3 (Summary of Products FL# IModel,Number or Name Description 17499.1 1185 SH 5202 Fin/Flange Frame IG/SGImpact Single Hung Limits of Use Certification Agency Certificate i Approved for use In HVHZ No FL17499 RO C CAC MI Windows-185 SH(Fin)rmoact(2).od( Approved for use outside HVHZ.Yes FL17499 RO C CAC MT Windows-185 SH(Fin)Impact(3).Pdf Impact'Res!,stant:Yes Fl 17499 RO C CAC MI Windows-185 SH(Flanne)Imoact(2).rdf Design Pressure.+551-55 FL17499 RO C CAC MI Windows-185 SH I'Flanclel Imoact(5).pdf Other:R-PG55,Missile Level D,Wind Zone 3.Glass to be bedded in Quality-Assurance Contract Expiration Date Pecora 896 sealant. 10/10/2018 IInstallation Instructions FL17499 I20 Ii 68-02544.pdr Verified By:Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 RO AE E1726.01-.02 Impact 513320 08-2544.odf Created.by Independent Third Party:Yes 1 1-7499.2 JOS SH 52xB4 Fln/Flange-Frame IG/SG Single Hung Limits of Use C_a tifiration Agency Certificate Approved for use in HVHZ:No FL17499 R0 C CAC APC(13352JE1775.01-109-47-RO 185 SH(FLG Approved for use outside HVHZ:Yes waiv r)5-8I I-SA 52.1-W4 R60(100915).pdf 4 Impact Resistant:No, FU7499 RO C CAC MT Windows-185 SH(Fin)(10)odr Design Pressure:+60/-60 FL17499 RO C CAC MI Windows-185 SH(Fin)(9).ng( Other:R-PG55 FL17499 RO C CAC MI Windows-185 SH(Flanne)(9).odf j Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 RO 11 08-02546.1)df Verified By:Luis R Lomas PE 62514 i Created by Independent Third Party:Yes Evaluation Reports FL17499 RO AE E1725-E1730 Non Impact 51332208-2546.odf Created by Independent Third Party:Yes 1 17499.3 1185 SH 36x84 Fln/Flange Frame IG/SG Impact Single Hung Limits-ofUse Certification Agency Certificate Approved for use in HVHZ:No FL17499 RO C CAC MI Windows-185 SH(Fin'1 Impact(a)odf Approved for use outside HVHZ:Yes FL1 7499 RO C CAC MI Windows-185 SH(Fin)Imoact(5)Done.odf i Impact Resistant:Yes FL17499 RO C CAC MI Windows-185 SH(Flange)impact(31.0f Design Pressure:+551-55 FL17499'R0 C CAC MI Windows-185 SH(Flange)Imoact(41 pdf Other:R-PG55';Missile Level D,Wind Zone 3.Glass to be bedded in Quality Assurance Contract Expiration Date Pemra 896.sealant. 10/17/2018 nstailation Instructions FL17499 RO II 08-02545.0 I Verified By:Luis R Lomas PE-62514 Created by Independent.Third Party:Yes Evaluation Reports FL17499 RO AE E1729 01-02 Impact 513321 08-2545 odf Created by Independent Third Party:Yes i 117499.4 1185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass •i Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 ROC CAC APC(1336QE1726 01-109-47-R0 185 5H(FLG Approved for use outside HVHZ:Yes •waiver).odf Impact Resistant:No FL17499 RO C CAC MI Windows-185 5H(Fln)(11).01' i Design Pressure:+60%60 FL+7499 RO C CAC MI Windows-185 SH(Fin)(12).Pdf Other:R-PG60 FL17499 RO C CAC MI Windows-185 SH(Flange)(10).od Quality Assurance Contract Expiration Date 10/08/2018 I iInstallation Instructions FL17499 RD fi 06-02549.pdf Verifed By:Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports Fi i 7499 RO AE E1726 Non impact 513327 08-2549 Ddf Created by IndependentThird Party:Yes 17499:5 1185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 RO C CAC APC(13363)E1729 01-109-47-RO 185 SH(FLG Approved for use outside HVHZ:Yes waiver). df Impact Resistant:No FL17499 R0 C CAC MI Windows-185 SH(Fin)(13).odF i Design Pressure:+60/-60 FL17499 RO C CAC MI Windotos-185 SH(Fin)(14)Ddf Other:R-PG60- FL17499 RO C CAC MI Windows-185 SH(Flannel(11).Ddf Quality Assurance Contract Expiration Date 10/17/2018 I Installation Instructions 1 FL17499 RO If 08-02550 odf 'Verified By:Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R0 AF E1729 Non Impict513328 08-2550.od( Created'by Independent Third Party:Yes 17499.6 185 Triple SH -111x72.7in Frame IG/SG Single Hung 11ox72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL17499 Ro C CAC MI Windows-185 SH Trinle(Fin)(3).Pdf Approved for use outside HVHZ.,Yes FL17499 RO C CAC MI Windows-185 SH Trinle(Fin)(4)pdf Impact Resistant:-No FL17499 ROC CAC MI Windows-185 SH Triple(Flange)(3)odf Design Pressure:+50/-50 FL17409 R0 C CAC Mr Windows-189 SH Triple(Flannel(41 pdf Other:R-PG50- Quality Assurance Contract Expiration Date i 1O/20/2018 ' Installation Instructions FL17499 RO II 08-02548.pfd Verified By:Luis R Lomas PE 62514 Crated by Independent Third Party:Yes j Evaluation Reports i 1 FL17499 RO AE E21134 37 Non Imoact Triple 513324 08.2548 odf Created by Independent Third Party:Yes 17499.7 185 Twin'SH 10602 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung http://floridabuilding.org/pr/pr_app dtl.aspx?parsm=wGEVXQwtDgtCUGgvjQiz6BPhS0... 7/24/2015 Florida Building Code Online Page 3 of 3 +Limits of Use Certfftption Agency Certificate: Approved for use in NVHZ:No FL17499 RO C CAC Mf Windows-185 SH T•vin(Fin)(")odf Approved for use outside F(VIM Yes FL17499 RO C CAC MI.Windows-185 SH Twin(Fin)(4).odf Impact Resistant:No FL17499 P.0 C CAC Mi Windows-185 SH Twin(Flange)(3). f Design Pressare:+45/-45 FL17499 RO C CAC MI Windows-185 SH Twin(Flanae)(4)odf I Other:R-PGI45 QkualltV Assurance Contract Expiration Date f 10/20/2015 Installation Instructions FL17499 RO II 08-02547.odf Verified_By:Luis R Lomas PE-62514 l Created by Independent Third Party:Yes Evaluation Reports i FL17499 R0 AE F2134-37 Non lmoactTwin 513323 06-2547 odf i Independent Third Party:Yes ,s Contact llc::1940 North Monroe Str t Tallaha ee FI 3 399 phone:850-487-1a24 The State of Florlda Is-an AA/EEO employer.Codvright 2907-2013 State of Florida ::ErlyM Statement::Accessibility Statement::Refund Statement 4 Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send elecbonlc mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 550.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October1,2012,licensees licensed under Chapter 455,F.S.nuisipmvlde the Department witti an email addressif they have one The emails provided maybe used.for official communicatlon 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 thepublc To determine if you are a licensee under Chapter 455,F.S.,please dick ere. Product Approval Accepts: 9M�'.:1 Fc-11 99 M w�curilv.�t is rnf cs I I I http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhS0... 7/24/2015 RENSIONS REV DESCRUPTION DATE APPROVED 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 REQUIREMENTS OF THE FLOR16A BUILDING CODE, DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED A14D ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING INTO METAL STRUCTURE USE8 SMS OR SELF DRILLING SCREWS WITH RESPONSIBILITY OF THE ARCHITECT OR E1GINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS 1MINIMUM BEYOND STRUCTURE INTERIOR WALL. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. LOCATE ANCHORS AS'SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 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 MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL 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 G=0.42 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 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 1 (OR GREATER). BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK N ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6, WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTIO14 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, B. 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: ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS. 13, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:1211712014 MI WINDOWSIwDOWEST MARKED DOORS \\TREET ``\J\S�1REI.L/o TABLE OF CONTENTS GRATZ, PA 17030,-0370 `.�••v\C Ns�"•q SHEET NO. DESCRIPTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 1 k' 52"X72"- LMI 1 NOTES - NOTES �OTAT�OF �` 2 ELEVATIONS 3c GLASS OPTIONS DRAWN: DWL No. REV �[OR1�P��'\� 4 - 7 INSTALLATION DETAILS SCALE DATE 08 s0254a 8 COMPONENTS NTS 12/09/14 1 OF 8 fA , REVISIONS REV DESCRIPTION DATE APPROVED 52" MAX FRAME WIDTH 52" MAX FRAME WIDTH 2 MAX 11 —{ 2" MAX 2" MAX 1 0 2" MAX MAX O.C. I MAX D.C. CHART#i Number of anchor locallomro aired. r Frame Freme Wldth(in) 2" MAX J Height 18.00 24.00 20:00 36.00 42.00 48.00 5ZOD L / 2" MAX r (In) Haad Jamb Head Jamb Head Jamb' Hood Jamb Head Jamb Head Jamb Head Jamb / 24.00 3 3 . 3 3 4 3 4 3 5 3 5 3 6 3 11" VAX 30.00 3 4 3 4 4 4 4 4 5 4 5 4. 8 4 O.C. / O L / O 42.00 ;3 4 3 4 4 4 4 4 5 4 5 4 6 4' 48.00 3 5 3 5 4 5 4 5 5 5 5 5 6 5 10" MAX 48:00 3 5 3 5 4 5 4 5 5 6 6 5 6 6 O.C. 6400 3 6 3 6 4 6 4 6 6 6 5 6 6 6 72" - 60.00 3 7 3 7 4 7 4 7 5 7 5 7 6 7 MAX 72" (— 66.00 3 7 3 7 4 7 4 7 5 7 5 7 6 7 FRAME MAX I 72.00 3 0 3 8 4 8 4 8 5 6 6 8 8 8 HEIGHT FRAME HEIGHT 4 / / CHART#2 X / Number of anohdr lDe Width(in) ad F rame Frama Width Iri Height Y8.00 24.00 30.00 36.00 4Z00 48,00 52,00 H 6 S Jamb H B S Jamb H d S Jamb H A S Jamb H d S Jamb H 8 S Jamb H d S Jamb 2" MAX r 2 MAX 3 3 3 3 4 3 6 3 5 3 6 3 6 3 I 3 4 3 4 4 4 �'6 4 5 4 6 4 8 4 - 3 5 3 5 4 6 5 5 5 5 B 5 6 5 3 6. 3 6 4 6 6 6 - 5 5 6 5 6 6 185ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW 3 6 3 6 4 6 6 6 5 6 6 6 6 6 EXTERIOR VIEW EXTERIOR VIEW 3 6 3 6- 4 8 5 6 5 6 6 0ME FLANGE 8 FINLESS INSTALLATION FIN INSTALLATION 3 7 3 7 4 7 7 5 7 5 7 6SEECHART#1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS 3 6 3 6 4 8 6 8 6 e 6 8 6 3 8 3 8 4 8 5 8 5 8 B 8 6 DESIGN PRESSURE RATING IMPACT RATING LARGE t55.OPSF MISSILE IMPACT HARDWARE SCHEDULE MISSILELEVELD,WINDZONE3 A. 2)METALSWEEP LOCK ATS"FROM EACH END INTERIOR MEETING RAIL B, 2 BLOCK AND TACKLE BALANCE AT JAMBS 5/8" NOTES: 1. MAXIMUM SASH SZE;1/8" ANN. 1/8" ANN. 3/8" 2. MAXIMUM SASH DIL0.547 5/8' X 32 1/2". 1/8" ANN. 1/8" ANN 2. MAXIMUM FIXED D,L.O.: 49 3/8" X 32 1/2", — - --— — .090 PvB .090 PVB -- ---- -SIGNED:12/1712014— METAL REINFORCED 1/8" ANN. -- EXTERIOR BUTYL SPACER EXTERIOR Msso IWD�WMaRKED SDOORS TREET `\\\�\g 1R..'kl Lo 4" INTERIOR INTERIOR J fl GRATZ, PA 17030-0370 v,•��C NSF•d+ 1/2" BITE SEALANT 1/2" 817E SFAIANT SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*�•/�0,,,66��225� • *.^ 52"X72"— LMI T— ELEVATIONS & GLASS OPTIONS `�• TAT OF . SETTING BLOCK DRAWN DWG N0. REV' F �ORIOP• GLAZING DETAIL A SETTING BLOCK — +s•.,.•aG\�� GLAZING DETAIL B N.G. 08-02544 SCAIE NTS DATE 12/09/14 SHEET2 OF 8 llllllll 1/2" MIN RNSIONS WOOD FRAMINGYl-/4" EDGE DISTANCE 3/4" MIN REV DESCRIPZIN DALE APPROVED OR 2X BUCK. EDGE DISTANCE BY OTHERS1 1/4" MIN. METAL 1 1/4" MIN. 1/4" MAX. 1 EMBEDMENT STRUCTURE EMBEDMENT SHIM SPACE y--Ir BY OTHERS 1/4" MAX. SHIM SPACE BACKER RODMAX. 1 2' MIT NINTERIOR & APPROVEDPACE EDGE DISTANCE SEALANTAPPROVEDSEALANT$ WOOD SCREW II8 WOOD SCREW IJVtS OR SELF DRILLING WOOD FRAMING EXTERIOR SCREW OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT 3 JAMB INSTALLATION DETAIL INTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. EXTERIOR INTERIOR SHIM SPACE EXTERIOR #8 SMS OR *LNTERIOR SELF DRILLING SCREWS SILL TO BE SET IN A BED OF 3/4" MIN. APPROVED SILL 70 BE SET EDGE DISTANCE STRUCTURAL IN A BED OF 1 BACKER ROD SEALANT ( APPROVED & APPROVED I STRUCTURAL OR SEALANT 1/4" MAX. BACKER ROD SEALANT METAL SHIM SPACE & APPROVED STRUCTURE WOOD FRAMING - ; SEALANT C SHIM PACE OTHERS SEALANTOVED OR 2X BUCK BY OTHERS METAL STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLATION -- - SIGNED;12/1-712014-- — VERTICAL CROSS SECTION `11u I I rrr WOOD FRAMING OR2X BUCK INSTALLATION M WINDOWS VERTICAL CROSS SECTION 650 WESTMA DOORS KET METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 �r,•��CENS 9s+�G NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• AM51A 1.INTERIORANDEXTERIORFINISHES,BYOTHERS, 5STALLT LMI �� `FLANGE INSTALLATION DETAILS SSSOF NOT SHOWN FOR CLARITY i 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRASYN: DYlC ND. REV i�•�*' '1[p 10P•�'�'�� DESIGNED IN ACCORDANCE WITHASTM E2112 G. DATE 08 S02 44 ,''�s'101 jA G\\\\ NTS 12/09/1.4 3 OF 8 • _ 2 1'/2" MIN. RMIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY °• ° BY OTHERS " e ! y d d OPTIONAL 1X BUCK ° ° 1 ° mod' a'd: 1 1/'4" MIN. SEE NOTES 3 — 7 ° EMBEDMENT 1 1/4•"MIN. SHEET 1 —T EMBEDMENT I ' CONCRETE/MASONRY SHIM SPACE 1/4" MAX. BY OTHERS y BACKER ROD SHIM SPACE + _ & APPROVED d SEALANT 3/16" TAPCON 3/16" TAPCON a° d INTERIOR Iv EXTERIOR INTERIOR 2 t N. MIN. EDGE v DISTANCE ° L_ EXTERIOR BACKER ROD & APPROVED OPTIONAL tx BUCK SEALANT SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL SILL TO BE SET BACKER ROD IN A BED"OF CONCAETE/MASONRYINSTALLATION & APPROVED APPROVED SEALANT STRUCTURAL SEALANT OPTIONAL 1X BUCK 1/4" MAX. NOTES: 1.INTERIORAIJDEXTEAIORFINISHES,BYOTHERS, SEE NOTE 3 — 7 F SHIM SPACE Fi SHEET 1 NOT SHOWNFOCLARITY.2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE I DESIGNED INACCORDANCE WITHASTM E2112 CONCRETE/MASONRY BY OTHERS14 SIGNED,-1211712014-- - ° �° ' • MI WINDOWS AND DOORS �nur►uIl 650 WEST MARKET STREET \\\�\�4.�•'•L04,111, °d GRATZ, PA 17030-0370 `�v.��OENS�•9s�� SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 6 FLANGE INSTALLATION DETAILS , TAT OF ty� VERTICAL CROSS SECTION iO.c �!9�DRAWN: DV1C ND: REV CONCRETE/MASONRY INSTALLATION i�Fs D R10,G\\\ SCALEN.G' DATE 0B-02544 — \ NTS 12/09/14 4 OF 8 1/2" MIN REVISIONS EDGE DISTANCE REV DESCRI MON DATE APPRWED WOOD FRAMING3/4" MIN OR 2X BUCK EDGE DISTANCE BY OTHERS METAL 1 1/4" MIN, 1/4" MAX. STRUCTURE EMBEDMENT SHIM SPACE BY OTHERS 1./4" MAX. SHIM SPACE -�-- INTERIOR BACKER ROD i 4' MAX. 1/2" MIN & APPROVED SHIM SPACE EDGE DISTANCE SEALANT APPROVED SEALANT #0 WOOD SCREW I f8 WOOD SCRE11' EXTERIOR j(8 SMS OR EXTERIOR SELF DRILLING WOOD FRAMING SCREW OR 2X BUCK BACKER ROD BY OTHERS &APPROVED SEALANT INTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR INTERIOR t SHIM MAX. SHIM SPACE #8 SMS OR INTERIOR SELF DRILLING SCREWS SILL TO BE SET rrn IN A BED OF li SILL TO BE SET 3/4" MIN. APPROVED 11 IN A BED OF EDGE DISTANCE STRUCTURAL APPROVED 1� BACKER ROD SEALA14T STRUCTURAL EXTERIOR & APPROVED BACKER ROD SEALANT SEALANT 1/4" MAX. & APPROVED �l SHIM SPACE SEALANT METAL BACKER ROD 1/4" MAX. STRUCTURE & APPROVED WOOD FRAMING — T r SHIM SPACE BY OTHERS SEALANT OR 2X BUCK _ BY OTHERS >< METAL STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLATION 12/17/2014-- VERTICAL CROSS SECTION WOOD FRAMING OA2X BUCK INS TALLATION VERTICAL CROSS SECTION MsSoI WEST DOW MARKET D DOORS `\`\�\g R�lL0��i METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 `v•��CENS�9si�� NOTES: 26 k 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X72"- LMI (,bra NOT SHOWN FOR CLARITY FINLESS INSTALLATION DETAILS �D•• TAT OF �` 2.PERIMETER AND JOINT SEA LANT BY OTHERS TO BE D N.G. Uw1NO. 08-02544 REv �iFSS/C0Rt DESIGNED IN ACCORDANCE WIT H ASTM E21 f2 SCALE NTS - 12 09 14 SHEE15 OF B //7ONI1111�\\\ a 2 1/2" MIN- REvrsioNs ( EDGE DISTANCE REV DESCRIPTION DATE APPRDVED CONCRETE/MASONRY BY OTHERS a'.e e d , d' ; e •ee 1 1/4" MIN. OPTIONAL 1X BUCK ' `'" a e ° , °' EMBEDMENT SEE NOTES 3 — 7 ° 1 1/4" MIN, SHEET 1 I EMBEDMENT CONCRETE/MASONRY 1/4" MAX, BY OTHERS OPTIONAL 1X BUCK BACKER ROD SHIM SPACE ° SEE NOTES 3 — 7 & APPROVED a SHEET 1 SEALANT ° ° 3/16" TAPCON 3/16" TAPCON , 1/4" MAX. SHIM SPACE INTERIOR ° EXTERIOR INTERIOR 2 1 f2" o , MIN. v EDGE DISTANCE EXTERIOR BACKER ROD & APPROVED SEALANT SILL TO BE SET JAMB INSTALLATIONAETAIL IN A BED OF CONCRETEIMASONRY INSTALLATION BACKER ROD APPROVED & APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL,IX BUCKMAX. NOTES: 1/4" MAX 1.INTERIORANDEXTERIORFIVISHES,BYOTHERS, SEE NOTE 3 — 7 SHIM SPACE .SHEET 1 � NOT SHOWN FOR CLARITY.2,PERIMETER AND JOINT SEALANT BYOTHERS TOBE DESIQNED IN ACCORDANCE WITH ASTM ERI12 CONCRETE/MASONRY d .e a --- --- -SIGNE0:-1211-712014- BY OTHERS i MI WINDOWS AND DOORSr0rrl1 ••e•a B• e,�d_ .• a 650 GRAT2SPA 17030 MARKET STREET V lC SERIES 185 ALUMINUM SINGLE HUNG WINDOW *,• 1o,�B126 *= 52"X72 LMI �` S E z VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS �-• TAT OF tv+ CONCRETEIMASONRYINSTALLATION DRAWN: DWG ND. REV %� '�<pRIOfP`G��'�� SCA E DATE O8 S02544 - // s10NA L11\\\\\\\ NTS 12 09/14 6 OF 8 u 1 1/4" MIN. REMSIONs EMBEDMENT REV DESCRIMION DATE ARaRartD #8 WOOD WOOD SCREW FRAMING BY OTHERS r 1/4" MAX. —1 SHIM SPACE 7/16" MIN EDGE DISTANCE WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE kNI 1 1 ER/OR MIN.. EXTERIOR EMBEDMENT INTERIOR T— #8 WOOD SCREW 7/16" MIN / EDGE DISTANCE EXTERIOR `\ JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION 1/4" MAX NOTES., F SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. J ual 2.PERIMETER AND JOINT SEALANT BYOTHERS TD BE 3/8" MIN ////�� DESIGNEOIN ACC ORDANCE WITH ASTME2112 EDGE DISTANCE �'8 WOOD WOOD SIGNED.-i2/17/2014— ---- SCREW FRAMING 1U11111I/ 1 1/4" MIN, BY OTHERS EMBEDMENT M650 WINDOWS WEST MARKET STREETDOOR VERTICAL CROSS SECTION GRATZ, PA 17030-0370 •.,\r, ly q .9s WOOD FRAMING ORPX BUCK INSTALLATION — — SERIES 185 ALUMINUM SINGLE HUNG 'WINDOW =*• 0,,,,�8�261� ?kr FIN INSTALLATION DETAILS %�o• TATE OF 'ty� DRAWN: DWG NO. R@/ �O�••FAO Mt•C�'�� N.G. GATE 08 s02544 - ,�/�/�/sjs�olyn�NG��\` NTS 12/09/14 7 OF 8 REVISIONS 2 3/16" 1 7/8" DESCRIPTi011 0.tiE API OVED L16" 2 3/16"•-•�13/16" 2 3I 2 3/16" � 1 5/16" LH �II FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB CM-}8501 CM-18503: CM-18553 CM•18513 ALUMINUM6063-T5.050'THICK ALUMINUM 6063-T5.050'THICK ALUMINUM6063-T5.050'THICK ALUMINUM 6063.T5.050'THICK 2 5/16" —I 2 5/16" —I 2 5/16" —I 2 3/16" 2 3/B" 3 3/8" 2 13/1 3 3/4" L7--L� 2 SE 2 3/16" FLO:il- ANGE FRAME SILL FINLESS FRAME SILL --!7 J� cm-18502 CM-18554 FIN FRAME SILL CM-18509 CM-18508 FIN FRAME HEAD FIN FRAME.JAMB ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.055'THICK CM•18510 ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050'THICK 1 7/16" 1 1/a" 1 3/8" T 2 5/16" 1 1 1/6r' 7/16" 1 , 1 3/4" 2" 1„ I+ 15/16" L p -I--- E-V I JASII STI;E Lff,LOCKRAIL/ST1LE 15/16" LAZING BEAD CM63-T5. SASH BOTTOM RAIL MEETING RAIL GLAZING BEAD ALUMINUM6063-T5.350"THICK CM•78505 CM-18555 CM-16504 CM•16535 CM-18521 ALUMINUM 6063-75.062•THICK ALUMINUM 6063-T5.050"THICK ALUMINUM6063-T5.055'THICK RIGIDPVC.050"THICK RIGID PVC:050'THICK SIGNED:12117 1014 MI WINDOWS AND DOORS ��u►u►Iry, 650 WEST MARKET STREET �� O R GRATZ, PA 17030-0370Lp �'•••CEN SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• p� VO 52"X72"- LMI �,� ( _COMPONENTS - gO TAT ,•41 �.n•..A ,• i': URAWN: owc No. REv �j�Fs �ORlOV- •�.�ti\�� CALF NTS WE 12�09/14 08 50-84OF 8 /'//js/ONA1 IN,.\\` i I Florida Building Code On]Iine File C0113V Page 1 of 4 ( _I' `^ z• V"I 7 `' At Y.3 �� '°K'` ° b ,r"r a' '� t P g µ •r' OF"'In'! . . _ / -1"��n .r■yam pa (g�-`"� 5L� 1 f {{ty[p[p�� .� I'! . . - lodda Drpartmentq BCIS Home i Log In t User Registration Hot Topics Submit Surcharge Stats&Facts ? Publications FBC Staff BaS Site Map 1 Unks j Search Buslnes f), RI uQ Product Approval 1 rofessi �.naf "USER:Public User "I Regulation ^^ Product Aporoval Menu>Product or Aoollcatlon Search>Application List>Application Detail r - ! E i h FL# FL15349-R5 Application Type Revision Code Version 2014 5'Yy'' Application Status Approved 'Approved by DBPR Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commisslan.if necessary. comments Archived Product Manufacturer MI Windows and Doors O Address/Phone/Emall 650 West Market Street Gratz,PA 17030 ' (717)365-3300 Ext 2560 bsitiinger@miwd.com _ Authorized Signature Brent Sitlinger S V bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standart{ Year AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 1011I.S.2/A440 2005 AAMA/WDMA/C-SA 101/1.5.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method. Method 1 Option A Date Submitted. 12/17/2014 Date validated 06/15/2015 Date Pending FBC Approval Date Approved 06/21/2015 htty://flon*dabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWIanDW... 7/24/2015 i i Florida Building Code Online Page 2 of 4 Summary of Products FL# I Modell Number or Name Description 15349.1 185 Fin Frame 96x60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ:No fL15349 RS C CAC APC B5393 01-109-47-r0 183 FXD FIN 13-16t Approved for,use outside HVHZ"Yes 6X6 LC . df Impact Resistant No Quality Assurance Contract Expiration Date Design Pressure:+551-55 12/05/2015 Other:FW-LC55.IG unit consisted of the following from exterior to nstaHation Instructions. interior:5/32"Ann-Air space-S/32'Ann/0.100'5olutia Saflex/5/32" FLS5349 R5 11 185 Fin fixed B5393 01 A5 TESTED odf Ann.Glazing:bite was 1/2". Verified By:American Architectural Manufacturers Association Createddly Independent Third Party: 1 Evaluation Reports .Created by Independent Third Party: 15349.2 1185 Fin Frame 96x60 Laminated Single Glazed Limits or Use Certification Agency Certificate Approved for use In HVHZ:No FLI5349 R5 C CAC APC B5393.03-109-47-rO 18S FXD FIN SG 96X60 Approved for.use outside HVHZ:Yes LC.55 f Impact Resistant No Quality Assurance Contract Expiration Date Design Pressure:+S5/-55 12/05/201S Other:FW-LC55.Glass consisted of 5/32"Ann-0.100"Solutia Saflex- I rLstallation Instructions 5/32'Ann with a 112"glazing bite. FLS5349 RS 11 135 Fin Fixed 85393 0'3 AS TESTED odf Verified By:American Architectural Manufacturers Association j Created by Independent Third Party: i Evaluatlon Reports Created by Independent Third Party: 15349.3 185 PW 96x60 Fin Frame Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FLIS349 RS-C CAC APC B5395 01-109-47-rO B5393 01-109-47 Ms Approved for use outside HVHZ:Yes I:XD FIN 96)(60 LC55 AANI 1 50&06,05SPEC.Odr Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+SS/-SS 12/05/2015 Other:FW-LC55,.Missfie Level D,Wind Zone 3.Glass consisted of 5/32"Installation Instructions annealed exterior-space-5/32"annealed 10.100 Solutia Sanex HP/ FL25349 R5-II 185 R-Impact Fxd 85395.01 AS TESTED.Ddf 6/32"annealed.Glass was bedded In Pecora 896 silicone with a 112" Verified By:American Architectural Manufacturers Association glass bits. .Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: '15349.4 118S Pw 96x60 Fin Frame Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL15349 RS C CAC APC 67020 02 185 Fxd Fin Impact 96x60 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date it j Impact Resistant:Yes I Design Pressure:+55/-55 Installation Instructions I Other:FW7LC55,Missile Level D,Wind Zone 3.Glass consisted or 5/32' FL15349 R5 11 185 Fin Impart Fxd 57020 02 AS TESTED Ddf annealed-0-100"Solutia.SaOex HP-5/32"annealed.Glass was bedded -Verified By:American Architectural Manufacturers Association in Pecora 896 silicone with a 212"glass bite. Created by Independent Third Party; Evaluation Reports Created by Independent.Third Party: 15349.5 1185 PW 96x60 Flange Frame Single Laminated Glass Limits.of Use Certification Agency Certificate Approved for use In HVHZ:No FL15 49 R5 C CAC APC B7020 02 185 Fxd Fig Imoact 96x60 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant Yes- 12/05/2015 Design Pressure:+55/-55 Installation'Instructions i Other:FW-LC55,Missile Level D.Wind Zone 3.Backbedding silicone is FL15349 R5 II 08-01613A.0f Pecora 896. Verified By:.Luis R.Lomas,PE PE-62514 Created by Indepentlent Third Party:Yes Evaluation Reports FL15349 R5 AE 512277A odf I Created by Indepentlent Third.Party.Yes 15349.6 1185 PW 96x60 Flange Frame Insulating Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 R5 C CAC APC 8S395.01-109-47-rO B5393:02-109-47 185 Approved,for use outside HVHZ:Yes FXD FLG 9GX60 LC55 AAMA 506-06.05SPEC1I205151 pdf Impact Resistant Yes Quality Assurance Contract Expiration Date Design Pressure:+SS/-SS 12/05/2015 Other:FW-LC55,Missile.Level D,Wind Zone 3.The glass was bedded in Installation Instructions Pecora 896 silicone with.a 1/2'glass bite. EI-15349 R5 11 08-01613A pdi Verified By:Luis R.Lomas,PE-PE-62514 Created by Intl ependentThird Party:Yes i Evaluation Reports FLLS349'R5 AE 512277A.pdf Created by Independent Third Party:Yes 15349.7 72x72 Fin Frame Single Laminated Glass i Limits Of Use Certification Agency Certificate Approved for use in HVHZ:No FLIS349 RS C CAC APC C0571.03-109-47-90 Fin odf _ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant Yes 06/25/2016 Design Pressure:+551-55 Installation Instructions Other:LPPG55,Missile Level D,Wind Zone 3.1/2'glass bite,glass FL15349 RS 11 OS-023556.odf was bedded in Pecora 896 silicone sealant. Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FLS5349.RS AE 513122A odf i Created b Ind dent Third Party:Yes 15349.8 1185 PW 7202 Flange Frame Single Laminated Glass 1 Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL15349 RS C CAC APC C0571 03-109-47-RO Flanoe.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/25/2016 Design Pressure:+55/-55 Installation Instructions Other.LC-PG55.Missile Level D,Wind Zone 3.1/2'Glass bite,glass FLIS349 RS IT OS-02355A.13d! was bedded In Pecora 896 silicone sealant. Verified By:Luis R.Lomas;PE PE62514_ I Created byIndependent Third Party:Yes i httD://floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgtH8572gvdWIanD W... 7/24/2015 I Florida Building Code Online Page 3 of 4 Evaluation Reports FL15349 R5 AE 513122A pdf Created by Independent Third Party:Yes 15349.9 1 1185 PW 73x72 Fin Frame Insulating Glass Limits of Use r-OCatiDn Agency CertJficata Approved for use In HVHZ:No 1349 RS C CAC APC CCLI-14-060 185 FIXED FIN odr Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/03/2018 Design Pressure:+60/-60 Installation Instructions I Other.CW-PG60 FLIS349 RS it 08-02357A.Ddr Verified By:Luis R.Lamas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL15349 RS AE 513124A.prf Created by Independent Third Party:Yes 15349.10 18s PW 7302 Flange Frame Insulating Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FLIS349 RS C CAC APC CCLI-14-060 165 FIXED FLG o ff _ ^ , Approved for use outside HVHZ:Yes Quality Assurance Conti act Expiration Date I Impact Resistant.,No 04/03/2018 Design Pressure:+601-60 Installation Instructions (Other:CW-PG60 FL15349 RS 11 06-02357A odf . i Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Ij Evaluation Reports FLIS349 R5 AE 513124A.ydf Created by Independent Third Party:Yes - 15349.11 1185 PW 72x72 Flange Frame Laminated:Glass Limits of Use Certification Agency Certificate i Approved for use In HVHZ-..No FLIS349 R5 C CAC APC(9142)C0571.03-10947-110 C0571.02-109- Approved for use outside HVHZ:Yes 47-R0.1 FIXED FLG SG 5-32A 0 HP 5-32A 7 Y.77.LC 5(0 2516: df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+55/-SS 06/25/2016 i Other:LC-PG55;Missile Level D,Wind Zone 3.Glass bite Is 112"and Installation,Instructions glass is bedded in Pecora 896 silicone. 171-15349 RS It 08-02355A.I)df VenOed By:Luis R.Lomas,PE PE-62S14 Created by Independent Third Party:Yes Evaluatiow Reports I FL15349 R5 AE 213122A.pdf Created by Independent Third Party:Yes 15349.12 185 PW 72x72.Fin Frame Laminated Glass' Limits of Use Certification Agency Certificate ! j Approved for use in HVHZ:No FL15349 R5 C CAC APC(9143)CO571 03-109-47-RO C0571 01-109- Approved for use outside HVHZ:Yes 47-RO 185 FIXED FIN SG -32A 10 HP -32A 72X72 L 05 1 .6 f Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+55/-55 06/25/2016- Other:LC-PG55,Missile Level D,Wind Zone 3.Glass bite is 1/2•and Installation Instructions i glass Is bedded in Pecora 896 silicone: FL15349 R5 II 08-02355A.odf Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FLIS349 RS AE 513122A.pdf Created by Independent.Third Parry:Yes ! 15349.13 1185 Triple PW 159z54 Flange Frame Single Laminated Glass Limits of Use Certification Agency Certificate. Approved.for use in HVHZ:No FL15349 RS C CAC APC B6512..02-109-47-RO 86512.01-109-47 185 Approved for use outside HVHZ:Yes FY.D FLG 159x54 RSS AAMA 5PEC.odf ! Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+55/-55 01/24/2016 Other:FW-R55,Missile Level D,Wind Zone 3.Backbedding silicone is Installation Instructions Pecdra 896. FL15349 R5 II 06-01614A.odt Verified By:Luis R.Lomas,PE PE-62514 Created by3ndependent.Third Party:Yes Evaluation Reports FLIS349 R5 AE S12278A.Ddf Created by.Independent Third Party,Yes 15349-24 1185 Triple PW 159xS4 Flange Frame Insulated Laminated Glass. i Limits of Use Certification Agency Certificate j Approved foruse in HVHZ:No FLIS349 RS C CAC APC 66515.02.109-47- Approved for use outside HVHZ:Yes RO B651S.01 B6512.01 185 FXD KG 159r.54 R55 AAMA 506- Impact Resistant:Yes 08,05SPEC,ridf Design Pressure:+55/-55 Quality Assurance Contract Expiration Date Other.FW=R55,Missile Level D,Wind Zone 3.Backbedding silicone is 01/24/2016 Pecora 896, Installation Instructions F1-15'449 RS it 08-01614A.Ddf Verified By:Luis R.Lomas,PE PE-62514 ! Created by independent Third Party:Yes i Evaluation Reports. FLIS349 R5 AE 512278A.pdf fIII Created by Independent Third Party:Yes 15349AS 1185 Triple PW 159X54 Fin Frame Continuous Head and S01 Laminated Glass Limits of Use Certification Agency Certificate Approved(for use in HVHZ:No Fl-15349 R5 C CAC APC B6511.OI-109-47-RO 185 FXD FIN SG TRIPLE Approved for use outside HVHZ.•Yes 159X54 R55.Ddr Impact Resistant:No Quality Assurance.Contract Expiration Date Design Pressure:+551-55 01/24/2016 Other:FW-RSS.Glass consisted of 3/32'ann-0.090•Solutia PVB- Installation Instructions !3/32'ann MW a 1/2'glazing bite. FL15349 RS 11 185 Fxd CHS Fin(as tested B6511.01).pdr Verified By;American Architectural Manufacturers Association Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 15349.16 1185 Triple PW 1159k54 Fln.Frame Continuous Head and Sill Laminated,Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 R5 C CAC APC 66511 02-109-47-PO B6511 01-109-47 185 Approved for use outside HVHZ:Yes FXD FIN 159x54 R55 AAMA 506-06:0BSPK.odf Impact Resistant,Yes Quality Assurance.Contract Expiration Date Design Pressure:+55/-55 01/24/2016 httn-//floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWIanDW... 7/24/2015 Florida Building Code Online Page 4 of 4 I I: j Other:FW-R5 i,Missile Level D,Wind Zone 3.Glass consisted of 3/32' Installation Instructions ann-0.090,Solutia PVB-3/32'arm with a 1/2"glazing bite.The glass FL15349 RS II 185 CHS Fin Impact Fixed B6511.02 AS TESTED.odf was bedded in Pecora 896 silicone. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15349.17 185Triple PW 159xS4 Fin Frame Continuous Head and Sill Insulated Laminated Glass Limits of Usel Certification AgencyCertificate Approved for use in HVHZ:No FL1249 R5 C CAC APC B6514 01 109 47 Rl 185FIX£D FTN TRIPL Approved foi use outside HVHZ:Yes 159XS4.RSS.12df Impact Resiistarit No Quality Assurance Contract Expiration Date Design Pressure:+55/-55 01/24/2016 Other.FW-1155.Glass consisted of exterior 1/8'annealed-space- Installation Instructions 3/32'annealed/0.090'Sofutia PVB/3132"annealed.Glazing bite was FL15349 R5 11 185 CHS Fin Fixed 86514 01 AS TESTED odr 1/2". Verified By;American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15349:18 185 Triple PW 159xS4 Fin Frame ContinuousHead and Sill Insulated Laminated Glass • Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 RS C CAC APC 86514A2-109-47- Approved for use outside HVHZ:Yes R3 r2551101 1365 1.01 ley FX FIN 159X54 R55 AAMA 506- I Impact Resistant-Yes 6.05SPEC. df Design Pressure:+55/-55 Quality Assurance Contract Expire,Inn Date Other:FW-1155,Missile Level D,Wind Zone 3.Glass consisted of 01/24/2016 exterior 1/8'annealed-space-3/32"annealed/0.090'Solutia PVB/ Installation Instructions 3/32'annealed..Glass was bedded In.Pecora 896 Silicone with a 1/2' FL15349 R5 iI 185 CHS Fin Imps Fixed B6514 02 AS TESTED Ddf glass bite. Verified By:American Architectural.Manufacturers Association Created by IndependentThird Party: Evaluation Reports Created by Independent Third Partyc Contact us::1949 North Monroe Street Tallahassee FL 32399 Phone:950-487-1821 The State of Florida Is an AA/EEO employer.Cooyriaht 2007-2013 State of Elarkla.::Privacy 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 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 f,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 ifyou area licensee under Chapter 455,F.S.,please dick berg-. Product Approval Accepts. r �PR LE M SLY:tll7tl:l(L7n iC'.+' i http://floridabuild'mg.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIanDW... 7/24/2015 REV DESCRIPTION REVISIONS DATE APPROVED A I REVISED INSTALLATION DETAILS 05/12/15 R,L, NOTES: 15. FOR ANCHORING'THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 REQUIREMENTS OF THE FLORIDA.BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INSTALLATION DETAILS: MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE INSTALLATION RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16, FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE S OR SELF 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADSADS MINIMUM BEYOND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE.ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED 17. ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 5. WHERE WOOD BUCK THICKNESS. IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE' — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 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. 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: ALUMINUM 6063—T5, 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 INTO WOOD FRAMING OR 2X BUCK.USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0511312015 MI WINDOWS AND DOORS 650 W. MARKET STREET 4V9��i GRATZ, PA 17030 `r••��GEN3F cp TABLE OF CONTENTS 185 ALUMINUM FIXED WINDOW *• 0„6�5 'k C FLANGE FRAME IMPACT ��, ' ,�z: SHEET NO. DESCRIPTION NOTES �o• FAT OF �` I NOTES DRAWN; DR'O N0. REV 2 ELEVATIONS & GLAZING DETAILS VL 08-01 513 A 3 — 10 INSTALLATION DETAILS SCALE NTS DATE 06/04/12 SHE-1 OF 10 RECISIONS 95 1/2" MAX. FRAME WIDTH REV DESCRIPTION DATE APPROVED 3" MAX. 3" MAX, A REVISED INSTALLATION DETAILS 05/12/1,5 R.L. 00 00 56 3/4" 59 1/2" MAX. MAX. RcL.O. FRAME HEIGHT ANCHORS TO BE Numberofanchorsforunftsw d 1dNllaro EQUALLY SPACED ! g REFER TO CHART Window width(in) FOR NUMBER OF MOWN 24.0 30.0 36.0 1. 410 410 640 60.0 1 see Me 78.0 84.0 90.0 96.5 ANCHORS REQUIRED' Iin)., HAS amb HAS amb Has m Has amb HAS amb HAS, amb HAS amb HAS amb Hd6. amb HAS amb H65 amb H65. amb H65 0mb 21.0 3 3 33 '4 3 .4 .33• 3 5 3 6 3 6 3 7 3 7 3 7 3 8 3 3 4 3 • 4 3 4. -3 5- 3 6 3 6' & 6 "3 7 3 7 3 7 3 S` -3 36,0 3 3 4 4. 4 4 q q 5' 4 5, 4 6 6 4 7 4 7 4 7 4. B 4 It.O 3 4 3 4 4 4 4 4 4 4 6 q 54 a 6 4 7 4 7 7 q B q- 48.0 -3 4 4 4 4. 4 4 4.' 4' S 4 fi 4 .6 4 8 4 7 4 7 4 92 3/4" MAX. D.L.O. 64.0 3 '6 3 5 6 5 4 "5 5 5 5 6; 5 6 6 7 69,5 3 5 9 fi 9 6 4 5 4 5 5 5 5 8 5 6 7 5. 7 5 7 6 8 5 185 FIXED WINDOW FLANGE FRAME EXTERIOR VIEW Number of anohora for urdts wHhout rigid Allors Window Width(m) DESIGN PRESSURE RATING IMPAGTRATING Halam 24.0 1 30.0 36.0 1 42.0 48.0 64.0 1 60.0 69Lo 7210 78•0 1 aKo I goo .5 (in) H65 amb H65 amb HAS JmbI Has IJ..b Has amb H65 amb HAS amb HAS amb HAS amb HAS amb HdS amb H65 amb HAS lj.mb LARGE AND SMALL 24.0 3 3 3 3 4 .3 4 3 4 3 6 3 5 3 6 3 6 3 7 3 7 3 7 3 S 3 t55PSF MISSILE IMPACT SON 3 3 3 3 4 3 4 3 4 3 6 3 6 3 B 3 380 3 4 3 4 4 q q 4 A 6 4 fi 4 6 9 B 4 7 4 7 4 B 4 B 4 MISSILE LEVEL.D,WIND ZONE3 43.0' 3 4 3 4 4 4 4 4 4 4 6 4 fi 4 6 4 8 4 9 4 B 4 8 4 B 4 48.0 3 4 3 4 4 q q q 4, 4 6 A & 4 6 4 7 B 4 B 4 B 4 10 4 64.a 3 5 3 5 4 6 68.6 3 6 3 fi 4 6. q- -6 4 6 5 8 5 7 6 S 5 B 5 B 6 10 5 10 5 3/8" - SEESHEET3 FOR.INSTALLATION DETAILS 5/32" ANN 5/32" ANN If 100"SAFLEX HP 100" SAFLEX HP PVB BY EASTMAN PVB BY EASTMAN 5/32" ANN 5/32" ANN -- 5/32"ANN SIGNED:0511312015 EXTERIOR INTERIOR EXTERIOR INTERIOR SILICONE M I WINDOWS AND DOORS ��u S \� u n rll// _ SILICONE 650 W. MARKET STREET �N\�;b\y R•L0?!A�//// GRATZ, PA 17030 `�r,•��GENSFgd1i� 6 x 1 1/4" TEK #6 x 1 '1/4" TEK 185 ALUMINUM FIXED WINDOW *M- TAT PO4F"Vj. k= SPACED 4" FROM SPACED 4" FROM CORNERS AND 18" MAXFLANGE FRAME IMPACTCORNERS AND 18" MAX ELEVATION_AND CHARTS r�0v� O.C. THEREAFTER O.C. THEREAFTER GLAZING DETAIL A GLAZING DETAIL,B :atL•.F •�5�: FLANGE FRAME.SHOWN FINLESS FRAME SIMILAR FLANGE FRAME SHOWNFINLESS FRAMESIMILAR VL+N: DOG ND. 08-01613 RA 0ss'CORMP• `\�� AsCALE'NTS 11111E 06/04/12 SHEET OF 10 I� R61SIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 05/12/15 R.L. 1 1/4" MIN. F, I/4" MAX. EMBEDMENT SHIM SPACE WOOD FRAMING OR 2X, BUCK BY OTHERS 1/2" MIN. #10 WOOD INTERIOR EDGE DISTANCE SCREW WOOD FRAMING {��. 3/4" MIN OR 2X BUCK t t/4" MIN. METAL EDGE DISTANCE BY OTHERS EMBEDMENT STRUCTURE 2 BY OTHERS 1/4" MAX. EDGE DISTANCE SHIM SPACE I EXTERIOR '.I 1/4" VAX, BACKER ROD & SHIM SPACE I BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT BEHIND FLANGE RIGID FILLER APPROVED SEALANT RIGID FILLER BEHIND FLANGE #10 WOOD SCREW BEHIND FLANGE Y10 SM,S OR JAMB INSTALLATION DETAIL SELF DRILLING WOOD FRAMING OR2X BUCK INSTALLATION INTERIOR SCREW 1/4" MAX EXTERIOR SHIM SPACE #10 WOOD SCREW EXTERIOR INTERIOR BACKER ROD & 1110 SMS OR APPROVED SEALANT 1/4" MAX. BACKER ROD & SELF DRILLING #10 SMS OR INTERIOR BEHIND FLANGE SHIM SPACE APPROVED SEALANT SELF DRILLING BEHIND FLANGE 1/4" MAX. SCREWS 'MOOD FRAMINGA -L SHIM SPACE OR 2X BUCK 11 1 1/4" MIN. METAL az BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 3E D MIN. ' EDGE DISTANCE 1/2" MIN 3/4" MIN I _] EDGE DISTANCE EDGE DISTANCE METAL EXTERIOR VERTICAL CROSS SECTION STRUCTURE BACKER ROD '& WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION BY OTHERS APPROVED SEALANT METAL STRUCTUREBEHIND FLANGE INSTALLATION JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED:05113120 55 MI WINDOWS AND DOORS \�M5 R.ILp 650 W.GRATZ,APAE17030EET ` `C�NS;11ydl , V F 1185 ALUMINUM FIXED WINDOWP4."'tir: NOTES. FLANGE FRAME IMPACT1,INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FLANGE INSTALLATION DETAILS �1 88TAT ,: NOT SHOWN FOR CLARITY. DRAWN: D'HC'RO. RN �'``••'�[DR1aP'\Zmi 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE /j�S+••...• G DESIGNED IN ACCORDANCE WITH ASTM E2112 VL DATE 08s0E613 A NTS 06/04/12 3 OF 10 '• ., ' , 1 Ilk REMSANS REV DESCRIPTION DATE APPROVED' A REVISED INSTALLATION DETAILS 05/12/15 R.L. 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS e I EMBEDMENT OPTIONAL 1X"BUCK a a,'. • 4 a4 a.° EMBEDMENT CONCRETE/MASONivq� SEE NOTES 3 — 7 ' eBY OTHESHEET 1 —71/4" MAX. SHIM SPACE BACKER ROD OPTIONAL 1X BU& APPROVED SHIM SPACE SEE NOTES 3 -SEALANT SHEET3/16" TAPCON 3/16" TA *�NIOR EXTERIORINTERIOR BACKER ROD 3/16" TAPCON APPROVED SEALANT 2 1/2" MIN, ° 1/4" MAX. EDGE DISTANCE �. OR OPTIONAL 1.X BUCK SHIM SPACE J SEE NOTE 3 — 7 JI_y SHEET 1 OD & CONCRETE/MASONRY APPROVED SEALANT °e BY OTHERS ° •' • BEHIND FLANGE < 1 1/4" MIN. ° 4 EMBEDMENT JAMB INSTALLATION DETAIL a °' e CONCRETEMIASONRY INSTALLATION 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRYINSTALLA7YON --SIGNED:05/13/2015 MI WINDOWS AND DOORS \\\�11 ��Llll�i,, 650 W. MARKET STREET \5. d'?19�i� GRATZ, PA 17030 �••��GENo(P 185 ALUMINUM FIXED WINDOW _1k• o 51 `yt NOTES: FLANGE FRAME IMPACT !rycrtBr� , 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FINLESS INSTALLATION �710",• TAT OFNOTSHOWN FOR CLARITY. 2.PERIMETER AND w RAIT EZSTOBE DSGNEDfNACCORDNCEWHASTME2 yL 08-01613 A SCALE NTS DATE 06/04/12 1 SKET8 OF 10 REVISIONS REV DESORIP➢011 ,GATE APPROVED A REVISED INSTALLATION DETAILS 05/12/15 R.L. 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS . ° ?+ a e.. EMBEDMENT OPTIONAL 1X BUCK a ° �• 'a. 1 1/4" MIN. SEE NOTES 3 — 7 1 ° °` ° EMBEDMENT SHEET 1 ° ° o CONCRETE/MASONRY BY OTHERS ° _J 1/4" MAX, BACKER ROD 1/4" MAX. OPTIONAL 1X BUCK v 1 SHIM SPACE & APPROVED SHIM SPACE SEE NOTES 3 — 7 SEALANT SHEET 1 INTERIOR v" 3/16" TAPCON 3/16"TAPCON EXTERIOR INTERIOR BACKER ROD 3/16" TAPCON 2 1/2" > r mt & APPROVED MIN. v SEALANT EDGE ° 1/4" MAX. DISTANCE " EXTERIOR OPTIONAL 1X BUCK SHIM SPACE 1 o BACKER ROD SEE NOTE 3 — 7 ° SHEET 1 & APPROVED SEALANT CONCRETE/MASONRY JAMB INSTALLATION"DETAIL BY OTHERS ° �a •°� 1 1/4" MIN, CONCRET&MASONRYINSTALLATION EMBEDMENT a Q. o• d 2 1/2" MIN. EDGE DISTANCE - VERTICAL CROSS SECTION ----SIGNED:-0511312015 CONCRETE/MASONRY INSTALLATION MI WINDOWS AND DOORS o\%I I I I I II// 650 W. MARKET STREET J��$ R. Lp�!/,�� GRATZ, PA 17030 V°��GEN p�.9��i� NOTES: 185 ALUMINUM FIXED WINDOW � • 0 61 *= 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, FLANGE FRAME IMPACT NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS ;:A. SSSTAT OF 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE iO. DESIONEDIN ACCORDANCE WITH ASTM'E2112 DRAWN: DV13 NO. REV a<``=CORIOP° D8 sett NTS DATE 06/04/12 500E 63 A 40E 10 /,;1,7 OIVA11�\� \�� REVISIONS REV DESGRInON DATE APPROVED A REVISED INSTALLATION.DETAILS 05/12/15 R.L. 1 1/4" MIN 1/4" MAX. EMBEDMENT SHIM SPACE WOOD FRAMING RIGID FILLER OR 2X BUCK BY OTHERS INTERIOR 1/2" MIN. 410 WOOD EDGE DISTANCE SCREW WOOD FRAMING 3/4" MIN OR 2X BUCK i 1/4 MIN. METAL EDGE DISTANCE BY OTHERS EMBEDMENT STRUCTURE 1/2" MIN, 1 BY OTHERS \\\ 1/4" MAX. EDGE DISTANCE I1 SHIM SPACE 1/4" MAX. I EXTERIOR BACKER ROD & SHIM SPACE APPROVED SEALANT BACKER ROD,& BACKER ROD & BEHIND FLANGE RIGID FILLER APPROVED SEALANT RIGID FILLER APPROVED SEALANT #10 WOOD SCREW BEHIND FLANGE BEHIND FLANGE #10 SMS OR JAMB INSTALLATION DETAIL SELF DRILLING WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR SCREW 1/4" MAX. EXTERIOR INTERIOR SHIM SPACE #10 WOOD SCREW EXTERIOR #10 SMS OR SELF DRILLING RIGID FILLER BACKER ROD & —RIGID FILLER SCREW INTERIOR APPROVED SEALANT 1/4" MAX. BACKER ROD & RIGID FILLER #10 SMS OR BEHIND FLANGE SHIM SPACE APPROVED SEALANT BEHIND FLANGE SELF DRILLING 1/4" MAX. SCREWS WOOD FRAMING �SHIM SPACE OR 2X BUCK 1 .1,/4" MIN. METAL EMBEDMENT BY OTHERS STRUCTURE { 3/4" MIN BY OTHERS EDGE DISTANCE 1/2" MIN 3/4" MIN EDGE DISTANCE J� EXTERIOR EDGE DISTANCE METAL VERTICAL CROSS SECTION VERTICAL CROSS SECTION STRUCTURE BACKER ROD & WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS METAL STRUCTURE INSTALLATION APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED:05/13/2015 MI WINDOWS AND DOORS `\`��1uILIrI/Ii 650G Wj RATZ A PA,E17030EET �r;\`;��EHS9cP�� . b 01 185 ALUMINUM.FIXED WINDOW *• O�5251 *= NOTES: FLANGE FRAME IMPACT ¢ 1.INTERIORAND EXTERIOR FINISHES,BY.OTHERS, FLANGE INSTALLATION DETAILS WITH RIGID FILLER • TATE NOT SHOWN FOR CLARITY, p 2:PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: pWG NO. REV �F�:eCORIDP'\� DESIGNED lN ACCORDANCE WITHASTME2i12 SVL CALE DATE 08 SOE613 A "��i�Ss/pNA} NTS 06 04/12 5 OF 10 c REVISIONS REY DESCRIPTION PATEAPPROVED A REVISED INSTALLATION DETAILS. 05/12/15 R.L. 2 1/2" MIN. EDGE DISTANCE I CONCRETE/MASONRY e 1 1/4" MIN. BY OTHERS a EMBEDMENT ae 4 OPTIONAL 1 X BUCK ° ° e° a 'a e' 1 1/4' MIN, SEE NOTES J — 7 EMBEDMENT CONCRETE/MASONRY SHEET 1 e BY OTHERS a ' 1/4" MAX. BACKER ROD 1/4" MAX. OPTIONAL 1X BUCK .,d SHIM SPACE &.APPROVED SHIM SPACE SEE NOTES 3 — 7 RIGID FILLER SEALANT SHEET 1 RIGID FILLER 3/16" TAPCON 3/16" TAPCON n • INTERIOR EXTERIOR INTERIOR 3/16" TAPCON BACKER ROD 2 1/2" & APPROVED RIGID FILLER MIN' a s SEALANT EOGDISTANCE o° ° EXTERIOR OPTIONAL 1 X BUCK HIM MAX. J� °.• , SEE NOTE 3 — 7 �SHIM SPACE BACKER ROD SHEET 1 & APPROVED SEALANT CONCRETE/MASONRY JAMB INSTALLATION DETAIL BY OTHERS q e C "' ed .°q 1 1/4" MIN, CONCRETE/MASONRYWSTALLATION • °° EMBEDMENT G° d a d a -- --— 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION SIGNED:051IS12015 CONCRETEIMASONRY INSTALLATION MI WINDOWS AND DOORS ��vllllllll�i�, 650 W. MARKET STREET ��5 R' L0��/i� GRATZ, PA 17030 ��r•y�GEN,q�9�i�i� NOTES: 185 ALUMINUM FIXED WINDOW =*• '�o 51 *= 1.1NTERIORAND EXTERIOR FINISHES,,SYOTHERS FLANGE FRAME IMPACT" ` NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS WITH RIGID FILLER r STAT OF 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE — C�.•A. P .�` DESIGNED IN ACCORDANCE WITH ASTME2112 DRAwN DING NO.VL 06 01613 RA lzSS%COR` SCALE NTS IDATI 06/04/12 JSHEE6 OF 10 ,lA�lo1111A111\�� ,RENSIONS REV DESCRPTf011 DATE APPROVED A REVISED INSTALLATION DETAILS 05/12/1-9 R.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR 1/2" MIN. #10 WOOD EDGE'DISTANCE SCREWY WOOD FRAMING 3/4" PAIN 1 1/4" MIN. OR 2X BUCK METAL EDGE DISTANCE BY OTHERS EMBEDMENT STRUCTURE 1/2" MIN, BY OTHERS 1/4" MAX. EDGE DISTANCE SHIM SPACE 1/4" MAX. ---} EXTERIOR BACKER ROD &. SHIM SPACE APPROVED SEALANT BACKER ROD & BACKER ROD & BEHIND FLANGE APPROVED SEALANT APPROVED SEALANT �J10 WOOD SCREW BEHIND FLANGE BEHIND FLANGE SUS OR JAMB INSTALLATION DETAIL SELF DRILLING WOOD FRAMING OR 2X SUCK INSTALLATION INTERIOR SCREW EXTERIOR INTERIOR 1/4" MAx "0 WOOD SCREW EXTERIOR SHIM SPACE 10 SMS OR SELF DRILLING BACKER ROD & SCREW APPROVED SEALANT 1/4" MAX. BACKER ROD & 10 SMS OR BEHIND FLANGE SHIM SPACE APPROVED SEALANT SELF DRILLING BEHIND FLANGE 1/4" MAX SCREWS INTERIOR WOOD FRAMING SHIM SPACE OR 2X BUCK 1 1/4" MIN. METAL T BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 3/4" MIN. 1/2" MIN I EDGE DISTANCE EDGE DISTANCE 3/4" MIN I EXTERIOR VERTICAL GROSS SECTION EDGE DISTANCE J� WOODFRAM/NGOR2XBUCKINSTALLATION VERTICAL CROSS SECTION METAL BACKER ROD & METAL STRUCTURE INSTALLATION STRUCTURE APPROVED SEALANT BY OTHERS BEHIND FLANGE JAMB INSTALLATION-DETAIL- - - - - -- METAL STRUCTURE INSTALLATION SIGNED:0511312015 MI 650DWo MARKETNDREET DOORS \```J\g 11IIILlo��9//' GRATZ, PA 17030 `�v,•��GEN p� •s�� NOTES: 185 ALUMINUM FIXED WINDOW *• 0 67 *= I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FLANGE FRAME IMPACT o:r((jy�( �= FINLESS INSTALLATION ^10 TAT OF 4i NOT SHOWN FOR CLARITY. 0•2.PERIMETER AND $• DESIGNEDINACCORDANCEWITTHASTME2ANT BY EZST08E .�LwN: owc No. OS-01613 REv q // �SaS'/IOR+O�G`\\ scA`E NTS DACE 06/04/12 sHEET7 OF 10 /J//IONA11�\�\\ REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION.DETAILS 05/12/15 R.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE WOOD FRAIJING OR 2X BUCK *LNTER LLER BY OTHERSR 1/2" MIN. #10 W000 EDGE DISTANCE SCREIV WOOD FRAMING 3/4" MIN OR 2X BUCK 7 1/4 LAIN. METAL r EDGE DISTANCE BY OTHERS EMBEDMENT STRUCTURE 1/2" MIN, BY OTHERS 1/4" MAX, EDGE DISTANCE SHIM SPACE 1/4" MAX. RIOR BACKER ROD & SHIM SPACE APPROVED SEALANT BACKER ROD & & RIGID FILLER BEHIND FLANGE APPROVED SEALANTRkt APPROVED SEALANT #10 WOOD SCREW BEHIND FLANGE RIGID FILLER BEHIND FLANGE #10 SMS OR JAMB INSTALLATION DETAIL SELF DRILLING WOOD FRAMING ORRXSUCKINSTALLATION EXTERAQR (INTERIOR SCRE'II INTERIOR 1/4" MAX /70 WOOD SCREW EXTERIOR f�10 SMS OR SHIM SPACE SELF DRILLING BACKER ROD & IGID FILLER SCREW Ezzmzi F APPROVED SEALANT1/4" MAX. BACKER ROD & RIGID FILLER �j10 SMS OR RIGID FILLER BEHIND FLANGESHIM SPACE APPROVED SEALANT SELF DRILLING BEHIND FLANGE INTERIOR 1/4" MAX. SCREWS WOOD FRAMING 10 -1 SHIM SPACE OR 2X BUCK1 BED MIN. METAL BY OTHERSEMBEDMENT S7RUCTURE BY OTHERS 3/4" MIN. 1/2" EDGE DISTANCE EDGE DISTC 3/4" MIN EXTERIOR VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLA77ON VERTICAL CROSS SECTION METAL BACKER ROD 3t METAL'STRUCTURE INSTALLATION STRUCTURE APPROVED SEALANT ---- _ BY OTHERS BEHIND FLANGE JAMB INSTALLATION DETAIL- -- ----- METAL STRUCTURE INSTALLATION SIGNED:05lm2m MI WINDOWS AND DOORS \��1u11turlr�, 550 W.GRATZ,APAE17030STREET �vJ�s\GENS'�9�i�i` 185 ALUMINUM FIXED WINDOW 51 NOTES: FLANGE FRAME IMPACT 1.INTERIORAND EXTERIOR FINISHES,BYOTHERS, FINLESS INSTALLATION DETAILS WITH RIGID FILLER ��0• TAT OF NOT SHOWN FOR CLARITY, i p.(�• 2.PERIMETER AND JOINT SEALANT BY OTHERS TOBE DRAWN: DING NO. REV DESIGNED INACCORDANCE WITH ASTM E2112 VL 08-0 7 6.13 A ////S/0(�aL scuE NT$ I DATE 06/04/12 ISHEET9 OF 10 rrll 1111\