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HomeMy WebLinkAboutPRODUCT APPROVAL - SINGLE HUNG4j Iw t - � 1' #f?��� p ` � Q � ♦ � �y� yfr fl �'aJ ,U •� �� ` s�-s�d .�'r i. .mac aQs Home Log In User Registration i Hot Topics ! Submit Surcharge Stats &Falls i Ptiblipfions ; FB��c Staff { BCIS Site Map Links Search i Florida Product Approval r USER: Public User i Product Approval Menu > productor Aopncation Search > AP2lication List > Application Detail a 9gggngggr r fi FL17499-R3 . - R 0' �''� Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments rchived lProduct Manufacturer Pddress/Phone/Email Authorized Signature Technical Representative (Address/Phone/Email iQuality Assurance Representative I Address/Phone/Email Category Subcategory ICompliance 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 - SCgN/vED MI Windows and Doors 131Y 650 West Market Street St Lucie county Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitiinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE ?= Validation Checklist- Hardcopy Received. Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/C5A 101/I.5.Z/A440 Method 1 Option A 01/15/2018 01/19/2018 Year 2011 2008 2011 Date Approved 01/21/2018 Summary of Products t # Model, Number or Name I Des on 36x84 Fin nge Frame IG/SG Impact Single Hung 17499 185 SH Certificatio gency Certificate. FL17499 R3 CAC MI Windows -85 S Fi_!n)-t Li is of Use proved for use in HVHZ: No 14),pdf pproved for use outside HVHZ: Yes FL17 9 R3 C MI i dows - 185 SH Impact Resistant: Yes Done. pdf Design Pressure: +551-55 Missile Level D, Wind. Zone 3. Glass to be FL174 9 R3 C C MI Wino s - 185 SH ( an i Other: R-PG55*, f 3),pdf edded in Pecora 896 sealant. FL17499 3 CAC MI Windows - 1 S SH Fiang P Quality Ass ance Contract Expiration Date 10/17/20 Install on Instructions F 7 9 R3 II 08-02545B. df rified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513321B-3.pdf I Created by Independent Third Party: Yes 17499.2 I185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +601-60 Other: R-PG60 17499.3 185 5H Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: +60/-60 Other: R-PG60* 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate - ^^ Assurance Contract Instructions Verified By: Luis R Lomas PE=62514 Created by independent Third Party: Yes Evaluation Reports. FL17499 R3 AE 513327B-4pdf. Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL17499 R3 C CAC APC(13363 E1729 ii-109-47-RO 185 SH (FLG waiver).pdf FL17499 R3'• C CAC MI Windows - 185 SH (5n_)���df FL17499 R3 C CAC MI Windows - 185 SH (Finj pdf FL17499 R3 C CAC MI Windows - 185 SH (Flan ,I11)_pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 II 09-0255OB. pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133286-5 pdf Created by Independent Third Party: Yes 17499.4 Fis 5 SH 36x71 Fin, Finless, Flange Frame IG Single Hung Limits of Use certification Agency GartigGate Approved for use in HVHZ: No FL11499 R3 C CAC APC H0462.01-109-47-RO 185 SH Approved for use outside HVHZ: Yes 042 22 .Ddf Quality -Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +60/-67 04/25/2022 Other: R-PG60' Installation Instructions FL17499:R3 II 08-03163.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ` FL17499 R3 AE 514082.12df 17499.5 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F 17499 A3 C CAC MI Windows - 185 SH (m jmpact Approved for use outside HVHZ: Yes2),pdF Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 185 5H (jn)jmpAd NOTES:. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREWNTS OF THE FLORIDA BUILDING CODE, 2. WOOD FRFNING 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 DPTIONAL 4. WHERE SHM 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 k0l) BUCK THICKNESS IS 1-1/2" OR 'GREATER,, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHC2ED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED, INSTALLATION INSTRUCTIONS, 6. WHERE 1A BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED. WITH APPROVED COATING CR MEMBRANE, SELECTION OF COATING OR MEMBRANE 1S THE RESPONSIBILITY OF THE ARCHTECT OR ENGINEER OF RECORD. 7. BUCKS SKLL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED_ 8, FOR FIN 11STALLATION 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 SHILL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTANING APPLICABLE LOADS. 10. WIND LOA) DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHJRING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS+ WITH SUFiICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE AfiCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS REV DESCRIPTION DATE APPROVED' A REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L. --- -- _ — .-B_ -REVISED GLASS _ _ 10/02/17 _R.L. 15. FOR ANCHORING THROUGH FRAME 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. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITIi 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. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE flo SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORSAS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18, ALL FASTENERS TO BE CORROSION RESISTANT. 19. 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 2,000 PSI. C. MASONRY; HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY-33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU-30KSI .04B" THICK MINIMUM TABLE OF CONTENTS SHEET N0. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS. 4 - 10 INSTALLATION DETAILS SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC\����1R� 650 WEST MARKET STREET GRATZ, PA 17030-0370 Q�\�%:c' GEN 4jy/z/i ,�`� *..• 095v, SERIES 185 ALUMINUM SINGLE HUNG WINDOW NOTES �� . TAT OF Ltr- S,r�OR�O • Gib\\\ *�Ii'IONA DRAWN. DWG NO, - REV N.G. OB-02E545 a �` s DA1E 1 OF 11 NTS 12/09/2014 Luis R. Lomos P.E. L. ROBERTO LOAM P.E. 1492.W0ODFORD RD LEWISVILLE, NC 27023 FL No.: 6251.4 434-688-0609 nl0nW@by0maSp0.c0m 36" MAX _ FRAME WIDTH 2" MAX .C. if 0 MAX SEE CHART 36" MAX FRAME WIDTH 16" 2" 2" MAX MAX-- - O.C. 2 16" OMAX O.C. / 84" MAX FRAME HEIGHT 4 VDOW 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW FLANGE& FINLESS INSTALLATION I NORS SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS SIGH PRESSURE RATING IMPACT RATING t55,OPSF LARGE MISSR.EIMPACT MISSILE LEVEL D, WIND ZONE 3 NOTES: 1. MAXIMUM SA-9 SIZE: 34 1/2" X 36", 2. MAXIMUM SAS- D.L.O.: 31 1/2" X 32 1/2' 3. MAXIMUM FIXID D.L,O.: 33 1/8" X 45" IOCK REVISIONS DESCRIPTION REVISED ANCHOR SPACING & CHARTS REVISED GLASS CHART#- FLANGE & FINLESS INSTALLATION DATE APPROVED' 07/11/16 R.L. 10/02/17 R.L.. Numbor of anchor locations roquirod Frame Hoight Framo Width In 18.00 24,00 30.00 36.00 (in) Hoad Jamb Head Jamb Head Jamb Head da3 b 24.00 2 3 3 3 3 3 3 30.00 2 3 3 3 .3 3 3 3 36.00 2 3 3 3 3 3 3 3 2 4 3 4 3 4 3 4 2 4 3 4 3 4 3 4 2 5 3 5 3 5 3 6 2 5 3 5 3 5 3 5 N 2 5 3 5 3 5 3 6 2 8 3 B 3 63 6 2 6 3 6 3 B 3 .6 2 6 3 6 3 6 3 6 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI FLANGE AND FINLESS ELEVATIONS DRAWN:- DWG NO, N.G. 1 08-02545 ,GALE NTS I DATE 12/09/2014 ISHCE72 OF 11 L ROBERTO LOWS P.E. my WOODFORD RD LEIN SVILLE. NG 27023 SIGNED. 1211412017 1 ���J.•�CENB' 9iP�'• _ TA75 OF "IIl11111 i INS`, . Luis R. Lomas P.E. FL No.: 62514 36" MAX FRAME WIDTH - - -- - - --10" - - - 2" MAX r--r O CX -'{ 2 MAX 10 1Mkx — O.C. 0 / 84" MAX FRAME HEIGHT / 4 / 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION SEE CHART k2 FOR SMALLER UNITS REQUIRED ANCHORS 36" MAX FRAME WIDTH 2" MAX MAX 2" MAX O.C. 2"� rr/ 10" MAX O O.C. 84" MAX FRAME HEIGHT 4 / 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW FIN INSTALLATION SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACTRATING t55.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE NOTES: 1. MAXIMUM SASH SIZE: 34 1/2" X 36". 2. MAXIMUM SASH D.1.0.: 31 1/2" X 32 1/2" 3. MAXIMUM FIXED D.L:O.: 33 1/8" X 45" LOCK REVISIONS DESCRIPTION DATE APPROVED REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED GLASS 10 U 7 R.L. CHART#2 FIN INSTALLATION Number of anchor locations required Frame Width to 1&00 24.00 30.00 36.00 H&S Jamb H&S Jamb H&S Jamb H& S Jamb k 3 3 3 3 4 3 5 3 3 4 3 4 4 4 5 4 3 5 3 5 4 5 5 5 3 5 3 5 4 5 5 5. 3 6 3 6 4 6 5 6 54.00 3 6 3 6 4 6 5 6 60.00. 3 7 3 7 4 7 5 7 6&00 3 8 3 8 4 8 6 8 72.00 3 8 3 8 4 8 5 8 78.00 3 9 3 1 9 4 9 5 9 84.00 3 9 3 91 4 9 5 9 SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET \\����RI�.�o���� ��\�J\? GRATZ, PA 17030-0370 1 v, v\��NS�.•,d'�� *�S.s' *_ SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"- LMI. _ FIN ELEVATIONS TAT OF OD ; DRAINN.G: Dv1G NO, REV OB-02545 s 7777I/.NA 11��\\\ Luis R. Lomas P.E. SCALE NTS DATE 12/09/2014 SHEEP 3 OF 11 L ROBERTO LOMASP.E ' 1432WOODFORDRDLEWISVILLE.NO27023 434-BBB•0609- a'Ilomas�ASfomaspe.00m FL No.: 625.14 1/2" MIN EDGE DISTANCE WOOD FRAMING _ _ _ OR 2X BUCK -- 1— BY OTHERS 1 1/4" MIN. I EMBEDMENT BACKER ROD & APPROVED SEALANT SHIM SPACE #10 WOOD SCREW BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMINS OR 2X BUCK INSTALLATION NOTES: 1. INTERIORANO XTERIOR FINISHES, BYOTHERS, NOT SHOWN FORI.'LARl7Y. 2. PERIMETERAN JOINT SEALANT SV OTHERS TO BE DESIGNED IN ACCORDANCE WITHA87M E2112 REVISIONS REV DESCRIPTION DATE APPROVED' A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 0 REVISED GLASS 10/02/17 R.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1/2" INTERIOR MIN EDGE DISTANCE •��� #10 WOOD .��■ SCREW WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI FLANGE INSTALLATION DETAILS DRAWN; DWO NO. REV N.G. 08-02545 B 50AL` NTS IDATE 12/09/2014 ISHEET4 OF 11 L. ROBERTO LOMAS P.E. 1432 WOODFORD AD LEWISVILLE, NO 27023 434-686.0609 rVOMOS&IOWSps.— SIGNED: 1211412017 J��\�S Q i `v ,�CENSFgtpol fir• o,,6126�1� if -OF "I t.11111 %jA l' Luis R. Lomas P.E. FL No.: 62514 1/2" MIN EDGE DISTANCE METAL STRUCTURE IT OTHERS 1/4" MAX. 0 I" SHIM SPACE APPiOVED SEALANT I «r `— #10 SMS OR SELF DRILLING SCREW IN7ERIOR E)TERIOR BACKEF ROD & APROVED SEALANT METI STPUCTUF BY OTHEF SILL TO BE SET N A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS: SECTION METAL STRUCTURE NSTALLATION NOTES: 1. INTERIORAIMEXTERIORFINISHES, BYOTHERS, NOT SHOWN FM CLARITY. 2. PERIMETERAVD JOINT SEALANT BY OTHERS TORE DESIGNED IN &CORDANCE WITHASTM. E2112 REVISIONS DESCRIPTION DATE APPROVED' REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 R.L. 1/4" MAX. SHIMSPACE #10 SMS OR INTERIOR SELF DRILLING SCREWS 1/Z" am n MIN. EDGE DISTANCE �- EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION. MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84'— LMl FLANGE INSTALLATION DETAILS DRAWN: DWG NO. OB-02545 ' NTS DATE 12/09/2014 ISHECT5 OF 11 L. ROBERTO LOMAS AE. t432 WOODFORD RD LEWISVILLE, NO 27023 434-666-0509 WORMSOMOMRSPO.COM SIGNED: 1211412017 0z ;.v.•.��CEN.,gF..s 0 51 k ST(AT ''NN111111 ,- I Luis R. Lomas P.E. FL No.: 62514 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY-"ERS -- - - ° -. 9° a 4 - <- - --- - - -- - - - - �'. r 1 1/4" MIN, OPTIONAL 1X BUCK ` " ° ° , a• EMBEDMENT SEE NOTES 3 - 7 ° SLEET 1 BACKER ROD SHIM SPACE g APPROVED SEALANT 3/16" TAPCON BACKER ROD SILL TO BE SET & APFFOVED IN A BED OF SEALANT APPROVED OPTIONAL 1 K BUCK STRUCTURAL SEE NOTE 3 - 7 SEALANT SHEET 1 1/4" MAXLR {- SHIM SPACE CONCRETE/MASONRY --T BY OTHERS I _ o .4 e VERTICAL CROSS SECTION C01 fCRETFJMASONRY INSTALLAT ION REVISIONS REV DESCWPTION DATE APPROVED" A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. - - - - --8-- -REVISED-CLASS--- - - --- _ -- _ 10/02/17_ _ ,R.L. _ __-- 1 I/A" MIN. - 1/4" MAX. EMBEDMENT SHIM SPACE CONCRETE/MASONRY BY OTHERS o 3/16" TAPCON °a a INTERIOR •° 2 1/2" MIN, ° EDGE a DISTANCE ° EXTERIOR BACKER ROD & APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/A4ASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWNFOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370' SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"- LMI FLANGE INSTALLATION DETAILS OMWN: pWG ND. N.G. 08-02545 scALE NITS DATE 12/09/2014 IsHEE16 OF 1T 1 L ROBERTOLOMASP.E, 1432 WOODFORD RD LEWISVILLE, NO27023 434-08-0609 rtlb=s(WdOmaWxom SIGNED: 1W I412017 1R 11 L/R/z.. *� b 59 :p�T(�TkkE OF 1.12 '"Ifilll\{l", Luis R. Lomas P.E. FL No.: 62514 1/2" MIN EDGE DISTANCE WOOD FRAMING OR A BUCK BY OTHERS BACKER ROO 1/4" MAX. & APPROVED SEALANT SHIM SPACE #10 WOOD SCREW INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS ALL TO BE SET V A BED OF 1PPROVED iTRUCTURAL iEALANT 1 /4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1. INTERIOR AID EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINT SEALANT BY OTHERS TO BE DESIGNED IN A,CORDANCE WITH ASTM, E2112 1 1./4" MIN. EMBEDMENT 1_ 1/2" MIN EDGE DISTANCE I #10WOOD SCREW l REVISIONS DESCRIPTION DATE APPROVED REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED -GLASS - - ---10/02/17- . _R.L_ _ __-- 1/4" MAX. SHIM SPACE INTERIOR WOOD FRAMING EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 MI WINDOWS AND DOORS LLC S R. .Lbpi 650 WEST MARKET STREET .� J; G� N GRATZ, PA 17030-0370 v, �� S" ,s -*• O,.41¢51 *= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"- LMIt�(, ' FINLESS INSTALLATION DETAILS STATE OF . kr+ D'��•'O�0R1OP GC��" ��/�sSj ' ' • CLt, DRAWN: DWG NO. REV N.G. OB-02545 e ��� ,/77IOf IlAli11Y��\ SCALE DAB SHEET NTS 12/09/2014 7 OF 11 Luis R. Lomas P.E. L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434.689.0609 rllemas@lAomaspe.cam FL NO.: 62514 IJETAL STRCJCrURE- BY OTHERS APPROVED SEP.ANT 1/2" MIN EDGE DISTANCE 1 /4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING SCREW INTERIOR EXTERIOR BACK:R RI & APPROV EEALA MET STR JCTUI BY OTHEI VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FCR CLARITY. 2. PERImETER )ND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH.ASTM E2112 SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING SCREWS T 1/2" MIN, EDGE DISTANCE I METAL STRUCTURE BY OTHERS REVISIONS DESCRIPTION DATE I APPROVED REVISED ANCHOR SPACING & CHARTS 1 07/11/16 1 R.L. REVISED -GLASS--- - - - -1 10/02/17_ --R.L. - 1 /4" MAX. SHIM SPACE INTERIOR � EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED* 12114120.17 MI WINDOWS LLC D DOOET 11�1�1`LIO���i// T 650 WWESMA STREET GRATZ, PA 17030-0370 \\`�tJ�g v,•v\G NSF,d' = * * � SERIES185 ALUMINUM SINGLE HUNG WINDOW 36" X' 84"— LMI 4o,6251 FINLESS INSTALLATION DETAILS �� , TAT OPT A` •�1w` �s • LOR\OP �ii�S/ONA DRAWN: - DWG NO. REV N.G. 08—D E545 B ����\\�� DATE NTS 12/09/2014 8 OF 11 Luis R. Lomas P.E. L. ROBERTO LOPMS RE 1432 WOODFORD RD LEWISVILLE, N027023 FL No.: 62514 434.668-0609 d/omOs(ilalfl=0Sp0.=M CONCRETE MASO-NRY BY OTHERS OPTIONAL 1 X BUCK - SEE NOTES 3 - 7 'SHEET 1 BACKER ROD & AFPROVED SEALANT 2 1/"� EDGE DISTANCE �. n• •• 1 1/4" MIN. ° EMBEDMENT 1/4" MAX. SHIM SPACE 11 Vol 3/16" TAPCON INTERIOR EXTERIOR REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. - - - - - — B REVISED GLASS 10/02/17 R.L. 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL tX BUCK o v SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON 0 o 1/4" MAX o° SHIM SPACE ° ° INTERIOR 2 1/2 , a C MIN. c EDGE ° DISTANCE ° • EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL BACKER ROD & APPROVED SILL TO BE SET IN A BED OF APPROVED CONCRET&MASONRYINSTALLATION STRUCTURAL SEALANT SEALANT NOTES.- OPTIONAL 1X BUCK 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SEE NOTE 3 - 7 1/4" MAX, SHIM SPACE NOTSHOWN FOR CLARITY. 2.PERIMETERANDJOINTSEALANTBYOTHERS .TOBE SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: rv;'Qizo» CONCRETE/MASONRY MI WINDOWS AND DOORS LLC BY OTHERS °` ^ 4.1 ° 650 WEST MARKET STREET ����J\? :t.• t 04//z GRATZ, PA 17030-0370 = v,•�\�+EHSF9i�ry • SERIES 185 ALUMINUM SINGLE HUNG WINDOW -- *• 0,.G e c ;�d' 36" X B4"- LMI (sf FINLESS INSTALLATION DETAILSTAT , c� VERTICAL CROSS SECTION DRArrN DWG N0: REV N.G.OB OEE545 B 'cF�;c[pR10P•G�Z'�: 4iQNA',a\��� CONCAETElMASONRYINSTA[LATION PATE NTS 12/09/2014 9 OF 11. L ROBERTO LOWS. P.C. I432 WOODFORD RD LEWISWLLE, NG27023 Luis R. Lomos P.E. FL NO.: 62514 434.688-0609 riomes@NomaSP0CDm APPROVED — _ _ — - —SEALANT- BEHIND FIN 7/16" MIN pp EDGE DISTAtt'CE A 1 1/4" MIN. EMBEDMENT --- --- SNOOD -- FRAMING BY OTHERS 1/4" MAX. SHIM SPACE � f ZEW REVISIONS REV DESCRPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16. R.L. B REVISED GLASS 10/02/17 R.L. WOOD FRAMING _{ 1/4" MAX BY OTHERS I SHIM SPACE / SCREWOD t 1/4 INTERIOR MIN. k EMBEDMENT EXTERIOR INTERIOR APPROVED SEALANT BEHIND FIN 7/16" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1 /4" MAX 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, { SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 7/16" MIN ]-- dd SIGNED: 12/14/2017 EDGE DISTANCE MI WINDOWS AND DOORS, LLC i/, ,�8 WOOD WOOD 6SO WEST MARKET STREET GRATZ; PA 17030-0370 \���J\S R LOhl,9�i� SCREW FRAMING ` v,•v�GENSF,d"'i i 1/4" MIN. BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• . 0� �251 *_ APPROVED EMBEDMENT 36" X 84"— LMI v ttr� BEHNO FIN VERTICAL GROSS SECTION FIN INSTALLATION DETAILS ir gipSEALANT` STATE OF • = c�s WOOD FRAMING OR 2X BUCK INSTALLATION DRAWN: w c ND. REV 08 s02545 B SCALE .DATE NTS 12/09/2014 10 OF 11 L. ROBERTO LOMAS P.E. f432 WOODFORD RD LEWISVILLE, NG27023 Luis R. Lomas P.E. FL No.: 62514 434-68M609 HlanasCaMomaSpecOm 2 3/16" 1 7/B" r __ 13/16" 2 3/16" FLANGE FRAME HEAD FLANGE FRAME JAMB CM-11601 CM-18503 ALUMINUM 60MT5.050'THICK ALUMINUM 6063-T5.050'THICK 3 3/8" L FLANGE FRAME SILL W-18502 ALUMINUMi063-T5.055"THICK 5/8 1 3/4" l —7 LOCKRAIL/STILE CN-18505 ALUMINUM 463-T5.062" THICK t" II GLA NG BEAD Of-18535 RIGID RC.050'THICK FINLESS FRAME SILL CM-18564 ALUMINUM 6063-T6.055' THICK 2 T 1�6".Ij�— L SASH BOTTOM RAIL CM-18565 ALUMINUM 6063-T5.050" THICK 15/16" j T SASH STILE CM-18507 ALUMINUM 6063•TS.050' THICK 2 3/16' 1 51 i u FINLESS FRAME HEAD CM-19553 ALUMINUM 6063-T5.050' THICK 1 3/8 �— 2 3/16" FINLESS FRAME JAMB CM-18613 ALUMINUM 606345.050"THICK 2 5/16" —1 23/16" --I 3 3/4" 2 5I/1.6" .1 F!N FRA�7_ ME SILL FIN FRAME HEAD CM-18509 CM-18608 ALUMINUM6063-T5.055'THICK ALUMINUM6063-T5.050'THICK 2 3/8" 1 1/B" 2 3/16" 2" L MEETING RAIL FIN FRAME JAMB CM-18504 CM-18510 ALUMINU ALUMINUM6063-T5.055'THICK M6063-T5.050°THICK REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. —0—-REVISED_GLASS_ _-- _ 10/02/ 7 TR.L. Val. 1/8" ANN. -- 3/32 ANN, .090 PVB BY KURARAY 3/32" ANN. EXTERIOR METAL REINFORCED BUTYL SPACER INTERIOR 1/2" BITE SILICONE SEALANT SETTING BLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI. COMPONENTS DRAM: - DWG NO. N.G. I OB-02545 'DA- NTS -E 12/09/2014 ISHEE' I OF 11 L ROBERTO LOMAS P.E 1432. WOODFORD RD LEWISVILLE, NC 27023 434-688.0609 dlOMw@ldcM9V9.cvM SIGNED: 1211412017 oAT 60 F , 0. •. REV. O*'?'40R%9Q: Luis R. Lomas P.E. FL No.: 62514 I ii ✓' 1�'°d".E�S.fii: :.��.`�i'a..a^..adre%F �`n s ��y Submit Surcharge `. Stats & Facts i Publications FBC Staff ! BCIS Site Map Unks Search [{p � Product Approval ' USER: Public User J mil. 1 P,oCuct ADproval Menu > Product or Application Search > 6PQhO6on List > Application Detail F EL17499-R3 r s A plication Type Revision Code Version 2017 AlppUcation 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 MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung 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) Standar year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.5.Z/A440 Z011 Equivalence of Product Standards Certified By i Product Approval Method Method 1 option A I Date Submitted 01/1512018 Date Validated 01/15/2018 Date Pending FBC Approval Approved O1/21/2018 unary of Products # j Model, Number or Name ioo �` t i 185 S— H i is of Use :proved for use in HVHZ: No :proved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be iedded in Pecora 896 sealant. 17499.2 1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 �17499.3 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 IIII other: R-PG60* 117499.4 1185 SH Limits of Use j Approved for use in HVHZ: No Approved for use outside HVHZ: Yes kImpact Resistant: No Design Pressure: +60/-67 I other: R-PG60' 117499.5 .1185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes 36x84 Fin 1pnge Frame IG/SG Impact Single Hung Certificate — —,..dn,— - •(4),pdf FL17499 Done.p-df, (FL 1499 R3 CI CAC MI �Nindows - 185 SH (F-19 (4).pdf t Quality Ass#rance Contract Expiration Date 10/17/2018 Installation Instructions ade it fiIC fled By: Luis R Lomas Pe-6�51µ Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 51332.18-3.pdf Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/sG Single Hung Laminated Glass Certification Agency Certificate FL17499 R3 C CAC ARC( 36 Ei726 01-109-47-RO 185_ SH(F� G waiver) odf FL17499 R3 C CAC MI Windows - 185 SH FL17499 R3 C CAC MI Widows - 185 SH (Fin J)_po df FL17499 R3 C CAC MI Widows - 185 S Fan e) (�_p Quality Assurance Contract Expiration Date 10/08/2018 Installation instructions FL17499 R3 II 08-02549B-pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513327E-4.pdf Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate�T n�A m-109-47-R0� 85 FL17499 R3 C CAC APC(1336 ) 5H (FLG waiver)_pdf j17499 R3 C CAC MI Windows - 81 5 SH-(fin)_(13 _pdf FL17499 R3 C CAC MI Widows - 185 SH (Fin) (14 .odf FL17499 R3 C CAC MI Widows - 185 SH (Flange) (il),pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL1749 3 RII 8-02550B.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AF 513328E-5 pdf Created by Independent Third Party: Yes 36x71 Fin, Finless, Flange Frame IG Single Hung Certification Agency Certificate FL17499 R3 C CAC APC H0462 01-109-47-RO 185 SH (042 22)_pdf Quality Assurance Contract Expiration Date 04/25/2022 Installation Instructions FLi7499 R3 II 08-03163.p•� Verified By. Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports C.nnt..d L+Y T-.d.+,..•ndonF TL.i.-d Dar4,�.e V�+� 52x72 Fin/Flange Frame IG/sG Impact Single Hung Certification Agency Certificate FL17499 R3 C CAC MI Windows - 185 SH (Fin Impact 0-12 f FL17499 R3 C CAC MI Windows - 185 SH (Fin 1 pact, NOTES: 1. 71•IE PRODICT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2, WOOD FRI'MING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSEILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHM OR BUCK THICKNESS IS LESS THAN 1-1 /2" WINDOW UNITS MUST BE ANCHOREC THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLAION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTI4ER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE V1COD 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 MANUFACTMER'S PUBLISHED NSI'ALLATION INSTRUCTIONS, 6. WHERE 1k BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING CR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHTECT OR ENGINEER OF RECORD, 7, BUCKS SF- U- EXTEND BEYOND WINDOW NTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED_ 8, FOR FIN PISTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCiOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER :CCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHILL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTANING APPLICABLE LOADS. 10. WIND LOA.) DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MA'ERIAL: EXTRUDED RIGID PVC. 12. UNITS MUiT BE GLA7ED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVEG IMPACT PROTECTIVE SYSTEM J`; NP7 RE�UIRER FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH F114 INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUF9ICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS _ pEy OESCI21P110t1 y OAR A RLVISEl ANCIIOR SPACING 7t Ch1ART5 _ 07/11/16 B Rf.VIS50 CLASS ^, 10/02/17 15, FOR ANCHORING THROUGH FRAML INTO WOOD I'RAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENTI INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIE14T 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. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SINS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, LOCATE ANCIIORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 18. ALL FASTENERS TO BE CORROSION RESISTANIf. 19, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 71-IAN THE MINIMUM STRENGTH SPECIFIED BELOW; A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,OOOPSi MINIMUM- D. METAL STRUCTURE: STEEL IBGA (.048") FY-33KS1/FU=52KSI OR ALUMINUM 5063-T5 FU-30KSI .04B" THICK MINIMUM TABLE OF CONTENTS SHEET NO. �~ DESCRIPTION I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES iBS ALUMINUM SINGLE HUNG WINDOW 36" X 64"- LMI NOTES DRhWN: I ONO N0. N.G. 1 06-02545 scnLE NiS d1C 12/09/2014 I SHEET 1 OF 11 L. ROBERTO LOADS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 J34-080.0609 40m9Wb—SP0.C" APPROVED" R.L. R.L.._._._. SIGNED: 121141RO17 � � • �G E A1,y' s ?�c� �pd51 :*= TToATE �W:: �] 5 0'�F•'cCOR\OP. G�� Luis R. Lomas P.E. FL No.: 62514 _ 36" MAX ___ 36" MAX _ FRAME WIDTH FRAME WIDTH 16" --7"-MAX -- MAX=I- -_2" MAX 2 MAX - {-0D '� f � / Uf/ MAX 84" — 84" MAX --- I MAX RAM / FRAME EIGHT / FIEIGHT Q 185 ' UMIPUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW NkEdFINLESS INSTALLATION FLANGE&FINLESS INSTALLATION SEE CHART # FGR SMALLER UNITS REQUIRED A HORS SEE CHART tit FOR SMALLER UNITS REQUIRED ANCHORS SIG11 PRESSURE RATING IMPACT RATING .zE55.OPSF LARGE MISSILEIMPAGT MISSILE LEVEL D, WIND ZONE 3 NOTES: 1. MAXIMUM SASI SIZE: 34 1/2" X 36". 2. MAXIMUM SA` -I D.L.O.: 31 1/2" X 32 1/2' 3. MAXIMUM FIX!D O.L.O.: 33 1 /8" X 45" SWEEP LOCK AT 8" FROM EACH END AND TACKLE BALANCEAT-JAMBS RMSIONS REV _ � OrSCRIPi10N OATS JAPPROVIEDA REVISED ANCIIOR SPACING, & CHARTS 07/11/16 R_IT� RCViSEO CLASS 10/02/17 R CHART #1 FLANGE & FINLESS INSTALLATION Number of anchor locations roquirod Frame Frame Width In 18.00 24.001 .00 36.00 Height (in) Noad Jamb Head Jamb Head Jamb Hoad Jamb 24.00 2 3 3 3 1 3 3 3 3 30.00 2 3 3 3 3 3 3 3 36.00 2 3 3 3 3 3 3 3 42.00 2 4 3 4 3 4 3 4 40.00 2 4 3 4 3 4 3 4 54.00 2 5 3 5 3 5 3 6 60.00 2 5 3 5 3 5 3 66.00 2 5 3 5 3 5 3 5 5 72.00 2 6 3 B 3 6 3 70.00 2 6 3 6 3 6 3 6 84.80 2 6 3 6 3 6 3 6 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"- LMI FLANGE AND FINLESS ELEVATIONS DRAWN: 0Y0 NO. N.G. 08-02545 scALE NTS DATE 12/09/2014 sllLrr 2 OF 11 L. ROBERTO LOMAS P.E. 1432 WOODFORD RO LEWISVILLE. NO 27023 434-688.0809 lfbM8e@bbmasp0,¢0)n SIGNED: 1211412017 1 E N T =1k 061 T(AIiT r a; NA;1 F V Luis R. Lomas P.E. I FL No.: 62514 36" MAX FRAME WIDTH -- - 40"- — 2" MAX — MAX 2" MAX __- A .L_ I 10" MA( O.C. MAX FRAME urlr.{-IT - 36" MAX FRAME N11Diti -- 2" MAX u. MAX 2 MAX— 2 - .i 10" MAX O.C. i 84MAX " FRAME HEIGHT —j iy - _ In= _-- --2: 165 ALUMINUM SINGLE HUNG WINDOW i85 ALUMINUM SINGLE HUNG WINDOW_ EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEECHART #2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING ±55.OPSF + LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE3 NOTES: 1. MAXIMUM SAS4 SIZE: 34 1/2" X 36", 2. MAXIIAUI,1 SAS-1 D.L.O.: 31 1/2" X 32 1/2" 3. MAXIMUM FIXED D.L.C.: 33 1/8" X 45" HARDWARE SCHEDULE LOCK AT 8" FROM EACH END 1NTENOR :HLE BALANCE AT JAMBS REVISIONS Rib OESCRIP I _—`-.--_--- —PA7E APPROVED A HFAIMED ANCROP PACING & CIIRTS C`7/11/16 R.L. - N NI WSf+T--G LASS _1_o/(12/1 % R L. CHART #2 FIN INS T!{LLATION Number of anchor locations roquired Frame Frame Width in Height (In) is 1 24.00 1 30.00 36.00 H& S Jamb JH&S Jamb H& S Jamb H& S Jamb 24.00 3 3 3 3 4 3 5 3 30.00 3 4 3 4 4 4 5 4 36.00 3 5 3 5 4 5 5 5 gy,00 3 5 3 5 4 5 5 5 48.00 3 6 3 6 4 6 6 6 64.00 3 6 3 6 4 6 5 6 60.00 3 7 3 7 4 7 5 7 66.00 3 8 3 8 4 B 5 8 7ZOO 3 8 3 8 4 8 5 8 78.00 3 9 3 9 4 9 5 9 84.00 3 9 3 9 4 9 5 9 SIGNED: 12/14/2017 MI AND aSOTREE'T LLC 650DOWESS MARKEi GRATZ. PA 17030-0370 \\\\J\�11t�lllLl/D/��i/// = �,••��GENS,:9cP z: os� SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"- LMI �� Tillcc ram' FIN ELEVATIONS TAOF �� •�<OR10v. ORaI'(N: D'AG NO. REV N.G. 09-02545 B ss��NA 11��G`\� SCA:E oatE SNErt OF 11 NTS 12/09/2014 3 Luis R. Lomas P.E. L. ROBERTO LOMAS RE 143E WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434.666.0609 dlomasTdomaene.eon, _ 1 /2" MIN EDGE. DISTANCE NOOD FRAMING -` - OR-2X-BUCI<-- -.- - - - - BY OTHERS 1 1/4" MIN. EMBEDMENT —_-;. BACKER ROD - - 1/4" MAX.. & APPROVED SEALANT SHIM SPACE #10 WOOD SCREW INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIORAND ATERIOR FINISHES, BY OTHERS, NOTSNO WN FOF:LARITY. 2. PERIMETER AN JOINT SEALANT By OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS _ t DESCRIPTION DATE APPROVED ISED ANCHOR SPACING & CHARTS07/11/16 R.L. VISCO GLASS - -- �. _10/02/17 R.L. - — - 1 1 /,I" MIN, _ --- 1 /4 MAX. EMBEDMENT SHIM SPACE 1 /2" INTERIOR MIN EDGE DISTANCE'_ �- - - #10 WOOD SCREW WOOD FRAMING l OR 2X BUCK BACKER ROD EXTERIOR BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCK INSTALLATION SIGNED., 1211412017 MI DOOR E,T LLC IR I I 09'/, 650DOWST MARKETD GRATZ, PA 17030-0370 `\``J` v:r�GE NS'F •S -,� SERIES 185 ALUMINUM SINGLE HUNG WINDOW *oj51 , 36" X 84°- LMI FLANGE INSTALLATION DETAILS !� . 5TAT�OF .�.n•.�[ DRAWN: OVIO NO. 08-02545 REV 8 OP.•y'� ///(t�s . • UR� . G,\`�\ ����� N.G. 11110% Fc-- NTS DaTE 12/09/2014 SHEET 4 OF 11 L,ROBERTOLOMASP.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 FL No.: 62514 434.608-0609 91c masOnWMISPO=ln '/2" MIN EDC DISTANCE - - - — -METAL- - - - - -- - - — - S-RUCTURE 1T OTHERS 1/4" MAX. SEAM SPACE APPROVED S,SLANT #10 SMS OR SELF DRILLING SCREW INTERIOR !-�'qE)TERIOR 7 BACKEF ROD & APPROVED SEALANT METI STFUCTUF BY OTHEF SILL TO BE SET N A BED OF 4PPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., 1. INTERIOR AM EXTERIOR FINISHES, BY OTHERS, NOT SHOWN F07 CLARITY. 2. PERIMETER.= JOINT SEALANT BY OTHERS TO BE DESIGNED IN &'CORDANCE WITH ASTM E2112 annslnNs _ RCV DE5gePTIDN _ DATE APPROVEO' _ A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. B REVISED GLASS -'.- --- _..._ M/02/17 R.L. 1/4„ MAX. SHIM SPACE: # 10 Sh1S OR INTERIOR SELF DRILLING --- SCREWS 12" GSIII1Jl1 1t_ MIN. DISTANCE T �-.. -_- J/ EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1211412017 MI WINDOWSDOOREET LLC 10 T MARKETD ``J\s}\R 9,,/ v,•v\GE�S,J'�y GRATZ, PA 17030-0370 ` SERIES 185 ALUMINUM SINGLE HUNG WINDOW *� ////,,tt''��''0 'k 36" X 84"— LMI FLANGE INSTALLATION DETAILS �.p•rGurYJ yy0`"`, SSSSTAT OF DRhvlrl: DSVG N0. REv B `CCOR}O�'•G��\` N.G. 08-02545 56�LE NTS DA": 12/09/2014 SHEET 5 OF 11 L. ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORO RDLEWISVILLE, NC27023 FL No.: 62514 434.68E-0609 rt M3S6ld0M8SM,00m 2 1/2" MIN. ��ED6GEDISTANCE CONCRETE/MASONRY BY -GAERS Q n ° 1 1 /4" MIN. OPTIONAL 1X BUCK ° n EMBEDMENT SEE NOTES 3 - 7 -� SHEET 1 I 1 /4" MAX. - BACKER ROD `" SHIM SPACE 3 APPROVED SEALANT 3/16" TAPCON ki ERIOR EXTERIOR BACKE' ROD SILL TO BE SET & APFFDVED IN A BED OF SEA.ANT APPROVED STRUCTURAL OPTIONAL 1 X BUCK - SEALANT SEE NOTE 3 - 7 I SHEET 1 1/4" MAX. SHIM SPACE CONCRETE/MASONRY BY 01HERS " e VERTICAL CROSS SECTION CONCRITE/MASONRY INSTALLATION 1 MIN. EMBEBEDIAENT CONCRETE/MASONRY BY OTHERS , 3/16" TAPCON ws RIVISION, DESCRINION -.---- DATE APPROVED R£1RSE0 WCHOR Sf'AcING & CHARTS` 07/11/16 R.L. REVISED GLASS 10/02/17 R.L..__�_ 1 /4" MAX. SHIM SPACE INTERIOR 2 1/2" MIN, EDGE�R_�__.—_ DISTANCE > ' L� EXTERIOR BACKER ROD & APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/AfASONRY INSTALLATfON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTI IERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTIJ E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"- L1A1 FLANGE INSTALLATION DETAILS DRAWN: D%VG NO. N.G. 0 8 -02545 SCALE NTS OATC 12/09/2 114 SHEET 6 OF 1 1 L. ROSERTO LOAMS P.E. 1432 WODOFORD RD LEWISVILLE, NC 27023 494.689-0600 rllgmnslslrlomnap+.rnm SIGNED: 1211412017 51- O //"�bTATE OF �O . • �/� Luis R. Lornos P.E. FL No.; 62514 1/2" MIN 1 EDGE. DISTANCE WOOD 'RAMING — 1 OR iX SUCK HERS BY OTHERS BACKER ROD —� 1 f 4" MAX. & .A -;ROVED �i SHtM SPACE SEALANT (p � tj 10 WOOD SCREW INTERIOR EXTERIOR BACFcR ROD A PROVED SEALANT WOOD FRAMING OR :.X BUCK BY OTHERS SILL_ TO BE SE'( IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE T VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AID EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINT SEALANT BYOTHERS TO BE DESIGNED IN A;CORDANCE WITH ASTM E2112 1 1/4" MIN. EMBEDMENT 1 /2__._ _ MIN EDGE DISTANCE / Ili0 WOOD SCREW / REVISIONS REV DE;rRIF;IOtJ —�' DATE APPROVED A ! REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. II li REVISED GV55 `U1Q7/11 I .E. 1/4" MAX. SHIM SPACE INTERIOR WOOD FRAMING EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 12114,12017 Mi WINfi50DOWS AND DOORS, LLC R L10*9��i ST MARKET STREET ST GRATZ, PA 17030-0370 \\\*J\S . _*; /�10 5t� SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI + t�[j�,!� FINLESS INSTALLATION DETAILS 90.E TIAT �i�'�FS:cfOR1dP•G���� �ii�SYONAILl' DRAWN: D;:G 80. REV N.c. 08-02545 B �\ DATE '11FE7 OF 11 MNLE NTS 12/09/2014 7 Luis R. Lomas P.E. L. ROBERTO LOMAS P.F. 1432 WOODFORD RD LEWISVILLE. NO 27023 FL No.: 62514 434-698.0609 ,nemas@IrlPmxpr..uurt MIN REV OI-:CIiIP1i0N--_----�_ Op'C AITROVEO CDGF DISTANCE -- ----- — t_.—__ L'=TAI_ I A_ REVISED ANCHOR :_ACING &c CIIARTS - ' 07/11/16 R.I.. _ R RE`JISEC GIASS tU/02/17 R.L. - STi?UCi1Rf _ _ _ __ ____ Il r SHIIJi SPACE APPROVED SEF_ANT II jf10 SMS OR SELF DRILLING SCREW INTERIOR i � f—il EXTERIOR BACK_R R & APPROV =EALA MET STRJCTU BY )THE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FCR CLARITY. 2. PER/ME TER JND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET N A BED OF APPROVED STRUCTURAL SEAL ANT 1; 4" MAX. SHR6 SPACE 1/4" NI.AX. SHIM SPACE DR INTERIOR RI SELFLF pRILDRILLING __...�. SCRFWS �-M C.9111 Il IC x MIN. !cf ---- EDGE DISTANCE I� -L---- �" � EXTERIOR ROD METAL - BACKER STRUCTURE SEA BY OTHERS PROVED JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650 SGRATZ,PA 170 0 5STREETT MARKET 037Q ��v ' \DENS 9'p *• /�//�0„6�51 SERIES 185 ALUMINUM SINGLE HUNG WINDOWd 36" X 84"- LMI �.ps�Gft2 �= FINLESS INSTALLATION DETAILS � �D , STAT OF ORhVlN: 9;t'G N0. N.G. 08-02545 ��NA"EC��\\� Luis R. Lomas P.E. '�'E NTS Oa7E 12�09/2014 SHEET $ OF 1 1 L ROSERTO LOf44S P.E. 1432 WOODFORD RD LEWISWUE. NC 27023 FL No.: 62514 434.60E-0600 rtlO-01IrlaTOSPO-COO __ 2 1 /2" MIN. EDGE D STANCE CGNCRE_"E/MASONRY-- HY C'HERS 1 1/4" MIN. OPTIONAL 1 X BUCK -�, I ° 4 • ° EMBFI)MENT SEE NOTES - 7 �. ` �1 ^`•------- SHEET i 1/4"'MAX. BACVER ROD-� '���{� \ SHIM E: SPAC & APPROVED U '111L555jjj ' �'II SEALANT I1 121 '--- 3/16" TAPCON INTERIOR L EXTERIOR - SILL TO BE SET IN A BED OF BACKEP ROD I APPROVED i APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL 1X BUCK a.N'1 1/4" MAX. SEE NOTE _ SHIM SPACE SF ET 1 _� 1 CONCRETE/M.ASONI4YBY cj-qER!S n a" a e VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION RCVI510.``'S 0AT,' APPrOVIED A �s RWISLD ANCHOR SPACING & CHARTS 07/11/16 R.L, -- - - - - - - - - - _.-fl-RtVtSCti-E;tASS -- — - - :.0/G2/.17_ .R� - } 1/4" M:N. EMBEDMENI CONCRE?C•JMASONRY � BY OTHERS OPTIONAL1X BUCK \ SEE NOTES 3 - 7 SHEEI 1 3/16" TAPCON °V i _ _ 1/4" MAX. SHIM SPACE INTERIOR I gam._ EDGE DISTANCE. a EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL. CONCRETEIMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 MI 650DOWESS MARKEAND DOORE ,T LLC GRATZ, PA 17030-0370 \\\\J\S 1R I IL1o41 v,•v\C6NS,',d' = *' 0 6�Fz SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"- LMI = b'G�L> FINLESS INSTALLATION DETAILS _ AT •y` S;cCOR1�Q: ���/Sj�NA�1������ nRnnau: N� owc �10. 002545 8 nLv B sQ1:er9.G. NTS cA1e 12/09/2614OF 1 } L. ROBERTO LOMAS P.C. 1432 WOODFORD RD LEWISVILLE NC 27023 434-WS-0609 n1dm s@1dcmaspe.wm Luis R. Lomas P.E. FL No.: 62514 APPROVED SEA' ANT FEI1 t\- RN - - J/16" Mai _f`-------- EDGE DISIWnCE JJ 1 1/4• MIN. EMBEDMENT - - ,_ SNOOD- - - FRAMING BY 0!HERS 1/4' MAX. J �� SHIM SPACE 2F.W EXTERIOR rnL.._, INTERIOR $ REVISIONS RN i DE9CRC1IOtl OAR APPROVED A �RCVISED ANCHOR SPACING & CHARTS 07/11/15- R.L. -- - - --- - --I3-1RDnSUD--GLASS WOOD FRAMI\G -, 1/4" MAX BY OTHERS SHIM SPACE I� SCSI WOOD I SCREW 1 1/4" i INTERIOR MN. IV EMBEDMENT I APPROVED SEALANI BEHIND FIN -�—�-� 7/16" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION jL�"g7 ;i �{ 1 /4 ° MAX SHIM SPACE r - ------ ---- - r-_ --- 7/15" Min EDGE DISTANCE NOTES: 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 EZI 12 MI WINDOWS AND DOORS, LLC SIGNED; 12/14/2017 �11V1lIIII R. L #8 WOOD WOOD 650 WEST MARKET STREET �� \ Tf •4�cENsq.9J;�/� GRATZ, PA 17030-0370 ` SCP,EW FRAMING 1 1/4" MIN. BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW • 051 *� APZROVED EMBEDMENT 36" X 84"- LMI 1, 0? SEALAN? ` FIN INSTALLATION DETAILS TATES OF BE-iND FIN VERTICAL CROSS SECTION O,n•�p P . WOOD FRAMING OR 2X BUCK INSTALLATION OR0.YlN: W!G ND, REV 8 B scSCALENTS DA'U 12/09/2014 s<i t510 OF 11 L. ROBERTOLOMAS P.E. Luis R. Lomas P.E. 14321110ODFORD RD LEWISVILLE. NC27023 FL No.: 62514 434-800.0609 rdomasCq Momaspexom REVISIONS _ f.IV .--.-- OCSCRI�710A DATE APPROVED 2 3/16" 1 7/8" -- c-3 y�� 'v ---- ., A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. ._.. —2 3/16" +------ -- - -- - -- - - 10/02/17 R.L. 1 5/16" FLANGE F OFAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB 5/s —` CM-YSOI CM-18503 CM-18553 CM-18513 l/8" ANN, ALUMINUM 606ST5.050.THICK ALUMINUM6063-T5.050"THICK ALUMINUM6063-T5.050"THICK ALUMINUM6063-T5.050"THICK _ _ 3/32 ANN. 2 5/16" —I -- 2 5/16" 090 1'V© BY Kl}RARAY 3/32" ANN. EXTERIOR - METAL REINFORCED - 2 3/1G' -- BUTYL SPACER 3 3/W 2 13/1 E 3 3/4" I I _ INTERIOR f " 1/2" t31fE - SILICONE 2 5/16 f L - SEALANT FLANG: FRAME SILL FINLESS FRAME SILL SETTING BLOCK rM-16502 CM-18554 FIN FRAME SILL FIN FRAME HEAD GLAZING DETAIL ALUMINUM;063-T5.055"THICK ALUMINUM 6063-T5.055"THICK CM-18508 ALUMINUM 6063-TS-T5. 055"THICK CM - ALUMINUM 6063-T5.050" THICK _I 5/8" 2 5/16" ,�� 2 3f 16" .S L I LOCKRAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN CM-18510 MEJ8 CN-18505 CM-18555 CM-18504 ALUMINUM 6063-75.050' THICK ALUMINUM 063-T5.062"THICK ALUMINUM 606,745.050"THICK ALUMINUM6063-T5.055'THICK SIGNED: 12114/2017 3/s° ` MI WINDOWS AND DOORS, LLC j 650 WEST MARKET STREET \\JE �9���� (� GRATZ, PA 17030-0370 G NS�.•,�I' ?' II 15/16" _ SERIES 185 ALUMINUM SINGLE HUNG WINDOW0,.�51 1 36" X 84"— LMI p+ ( c:OF. r SASH STILE COMPONENTS gip. TAT OF. tti� GLAONG BEAD ALU!AINUM6063-- ?050^THICK DRAWN: DWG N0. REV FS..OR10 Of--18535 RIGIDRC.050'THICK s ATE 08 502545 9 ///s�0({�{+� NTS 12/09/2014 II OF 11 L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISNtLE, NC 27023 FL No.i fy514 434-680.0600 rBam85&ld0ma5P0.c0m _ _