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Home My WebLink AboutProduct Approval; Single Hung Windows10/17/2019 Florida Building Code Online pr OP Professional Regulation ME A - acts Home I Log In I User Registration I Hot Topics Submit surcharge Stats & Facts I Publleatinns I Contact Us I acts site Map I Links I Search • SHOPSTAMPREVIEW Le[p/M.n Ashmere Product Approval i USER: Public user Review is forgeneral compliance with the Construction Documents. Responsibility for correctness of dimensions, details, quantities and safety during fabrication Iles solely with the contractor. f§gPy([0gproval Menu >PmduR er AopliraHon Search >Application Detail 61 Ro Exceptions Taken ReWewed BK Dawn Boggio-Korbelak ❑ Reltcted: FL # FL17499-RS Application Type Revision 11/22/19-,fjtfe�C.. 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 Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval MI Windows and Doors 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com {{{.. p -, berm Windows Single Hung ,� „�—•> - Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Rj Validation Checklist - Hardcopy Received Standard year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011. Method 1 Option A 03/18/2019 03/18/2019 https:/Aw .floridabuilding.org/pr/pr_app-fltl.aspx 1/4 U 10/17/2019 Florida Building Code Online Date Approved 03/27/2019 Summary of Products FL # Model, Number or Name Description 17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RS C CAC APC f13278)-j$Ej}L(101723),pdj FL17499 RS C CAC APC (13279) 18� ili (101723),pgf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL17499 RS C CAC APC (132 0) 185 (]01=2 Pdf FL17499 RS C CAC APC (13292) 185 SH /101723),pdf Design Pressure: +55/-55 Quality Assurance Contract Expiration Date Other: R-PG55-, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. 10/17/2023 Installation Instructions FL17499 R5 i] 08-025456.gdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 513321E-3.pdf Created by Independent Third Party: Yes 17499.2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RS C CAC APC f13269) 185 SH (100823),Odf FL17499 R5 C CAC APC f 13270) 185 SH (100823),gdf Approved for use outside HVHZ: Yes FL17499 RS C CAC APC (13271) La 5H (100823),gdj Impact Resistant: No FL17499 RS C CAC APC (13361) 185 5H (100823),pd( Design Pressure: +60/-60 - Quality Assurance Contract Expiration Date Other: R-PG60 10/08/2023 Installation Instructions FL17499 R5 11 08-02549B.gdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 5133278-4.gdf Created by Independent Third Party: Yes 7499.3 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass imits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC (13272) 185 101773),a Approved for use outside HVHZ: Yes FL17499 RS C CAC APC (13773) 185 H_( 017 ),pdj Impact Resistant: No FL17499 R5 C CAC APCW274) 18r (1D17,3),pdf FL17499 RS C CAC APC (13363) 185 5H (10I723),pdf Design Pressure: +60/-60 Quality Assurance Contract Expiration Date Other: R-PG60• 10/17/2023 Installation Instructions FL17499 RS 11 08-02550B.gdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 513328B-S.Rdf Created by Independent Third Party: Yes 17499.4 185 SH 36x71 Fin, Finless, Flange Frame IG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC H0462.01-109-47-RO 185 SH .( 42 ),Rdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-67 04/25/2022 Other: R-PG60* Installation Instructions FL17499 RS 11 08-03163.Rdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 514082.Rdj Created by Independent Third Party: Yes 17499.5 185 SH 3602 Fin, Flange, and Finless Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RS C CAC APC(178I1)1583A2-106-11-RO M jy,(Q51423),p&V Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-70 06/14/2023 Other: R-PG60 Installation Instructions FL17499 R5 11 08-03383.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports hops:/Aw .floddabuilding.org/pr/pr_appjtl.aspx 214 1, 10/17/2019 Florida Building Code Online FL17499 R5 AE 514377.pdf Created by Independent Third Party: Yes 17499.6 185 SH 52x62 Fin, Flange, and Finless Frame, Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC(17812)1711.08-106-12-RO 185 51ffQ7.77.3),Off Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-63 07/27/2023 Other: R-PG50 Installation Instructions FL17499 R5 II 08-03379.Rd( Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 514373.gdf Created by Independent Third Party: Yes 17499.7 185 SH 52x62 Fin, Flange, and Finless Frame, Insulating Lam] Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC(1_ 812)1711.04-106-12-RO 185 -fd.(072723),uf Approved for use outside HVHZ: Yes Impact Resistant: No .Quality Assurance Contract Expiration Date Design Pressure: +50/-63 07/27/2023 Other: R-PG50 Installation Instructions FL17499 RS If 08-03381.gdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 514375.M Created by Independent Third Party: Yes 17499.8 185 SH 36x72 Fin, Flange, Finless Frame, Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RS C CAC APC(17816)1711 07-106-11-RO 185 ;j(QZ2j33),Qdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-70 07/27/2023 Other: R-PG60 Installation Instructions FL17499 R5 li 08-03380.01 Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 514374.9ff( Created by Independent Third Party: Yes 17499.9 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC f12775j 18�H (1 08 ,gd[ FL17499 R5 C CAC APC f13276)185 5H (300823),gdf Approved for use outside HVHZ: Yes FL17499 RS C CAC APC (132-77)185 Si (100823),gdf Impact Resistant: Yes FI-17499 RS C CAC APC f13Z21) I85 100823),l& Design Pressure: +55/-55 Quality Assurance Contract Expiration Date Other: R-PGSS, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. 10/08/2023 Installation Instructions FL17499 R5 II 08-02544B-I.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 513320E-1 gdf Created by Independent Third Party: Yes 17499.10 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F1_17499 RS C CAC APC (13263) 18�( 1]f 092,3),pdj FL17499 R5 C CAC APC (132 A)1Q-jt1(IQ0M),gdf Approved for use outside HVHZ: Yes FL17499 R5 C CAC APC (13265) 185 (IQQM),gdf Impact Resistant: No Design Pressure: +60/-60 FL17499 R5 C CAC APC (1336Z) 185 5H f100923),Off Quality Assurance Contract Expiration Date Other: R-PG60 10/09/2023 Installation Instructions FL17499 RS II 08-02546B-2.gQj Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 5133 B- .gdf Created by Independent Third Party: Yes 17499.11 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 11002 Flange Frame IG/SG Single Hung https:/Av .flGridabuilding.org/pr/pr app_dti.aspx 314 iOfft/Y_III&I Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC J(1334I) 185 SH TPL (1104=,w f Approved for use outside HVHZ: Yes FL17499 115 C CAC APC (113343) 185 SH TPL (002123),pff Impact Resistant: No FL17499 RS C CAC APC'(13346) 185 SH TPL (103023),gdf Design Pressure: +50/-50 FL17499 R5 C CAC APC (13348) IRe SH TPL (102123),gdf Other: R-PG50- Quality Assurance Contract Expiration Date 10/20/2023 Installation Instructions FL17499 R5 li 08-02548B.gQf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 513324E-6.pdf Created by Independent Third Party: Yes 17499.12 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC (13340) 185 SH TWN (102123).gdf Approved for use outside HVHZ: Yes FL17499 R5 C CAC APC (1a342) 185 SH TWN (1X1423),pdf Impact Resistant: No FL17499 R5 C CAC APC (l3 Z) 185 SH TWN (IQ2M),p�f Design Pressure: +45/-45 FL17499 RS C CAC APC (13349) 185 SH TWN (It)71Z3),gdf Quality Assurance Contract Expiration Date Other: R-PG45 10/20/2023 Installation Instructions FL17499 RS 11 08-02547B-Zed( Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 513323B-7.pdf Created by Independent Third Party: Yes Back Hert Conled Us :: 2601 Blair Stone Road Tallahassee Fl, 32399 Phone: 850-487-1824 The State or Florida is an AA/5 0 emplayer. Quyflght 2007-2013 State of Florida.:: Privacy 51catement f: N Statement :: R f ndae Statemgnt Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this mtlty. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Semen 455.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The Smalls provided may be used for official communication with the Ilcensee. 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 it you are a licensee under Chapter 455, FS., please click berg. Product Approval Accepts: ®®®1M "r 4 SCCU ritym i'Tlt l CS' Mips:/Avww.floridabuilding.org/pr/pr app_dti.espx 414 L. Roberto Lomas P.E. 1432 Woodford Rd Lewisville, NC 27023 434-688-0609 rllomas@irlomaspe.com Manufacturer: MI Windows and Doors, LLC 650 West Market Street Gratz, PA, 17030 Engineering Evaluation Report Product Line: Series 185 Aluminum Single Hung Window 36" x 84" Non -Impact Report No.: 513328B Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02550 revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: E1729.01-109-47 signed and sealed by Michael D. Stremmel P.E. Architectural Testing Inc., York, PA AANIANVDMA/CSA 101/I.S.2/A440-08 Design pressure: ±60.15psf Water penetration resistance 9.19psf 3. Anchor calculations, report number 513328-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: 360.Opsf • Maximum unit size: 36" X 84" • Units must be glazed per ASTM E1300-04/09, according with glazing details in approval drawing. • This product is not rated to be used in the HVHZ. • This product is not impact resistant and requires impact protection in wind bome debris regions. • Frame material to be Aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturers installation instructions and approval document, 08-02550 revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 .41-TAHr'F OF i�0'OE`S .'OL ORIOP •��•e�: 0/11111110 Luis R. Lomas, P.E. FL No.: 62514 10/11/2017 (Validalor / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 101n.S.2/A440-11 R-PG60-1324x2134(52x84)-H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 185 SH (FLANGE) FRAME SASH MI Windows & Doors, LLC 13263 (AL)(O/X)(OG) 1324 mm x 2134 mm 1295 mm x 914 mm Code: MTL (ASTM) (4'4" x 7'0") (4'3" x 3'0") This Certification will expire October 9, 2023 (extended from October 9, 2018 per AAMA 10345) and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: Architectural Testing, Inc. Report No.: E1725.01-109-47 Date of Report: October 29, 2014 JGS/JTS ACP-04 (Rev.6/16) Evaluated for Certification: September 10, 2018 ,h, A( ted Laboratories, Inc. Authorized for Certification: September 10, 2018 Amer n Architectural Manufacturers Association NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE Q6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 9 INSTALLATION DETAILS 10 COMPONENTS 15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. 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. 17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 19. ALL FASTENERS TO BE CORROSION RESISTANT. 20. 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 C9D WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KS1 OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM SIGNED: 02/07/2019 MI WINDOW AND DOORS, LLC. 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 72" NON —IMPACT NOTES A.R. I 08-03383 7c NTS wr 01/17/19 ��T1 OF 10 1432WOODPo6060LEWISVILLEN027023 I Luis R. Lomas P.E. aaa-seeasos nromss®InomasAs.mr" FL No.: 62514 D 71 FR HE 36" FRAME WIDTH 10" IF[MAX. O.C. 3 1/2" — 3 1/2" I 3 1/2- MAX r 0" MAX O.C. O 5/8" WE OHT 4/ 3 1/T MAX ^ — 36" FRAME WIDTH 10' MAX. O.C. 3 1/2" MAX. — — 3 1/2" MAX. 3 1/2'" MAX / 10" O MAX, O.C. / 71 5/8" FRAME HEIGHT 3 1/2" MAX 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW EXTERIOR VIEW FLANGE& FINLESS INSTALLATION FLANGES FINLESS INSTALLATION DESIGNPRESSURERATING IMPACTRATING +60.01-70.OPSF NONE 36'X71 M6 UNITSHOWN. OTHER SI2ESAPPROVEDASLONGAS FRAMEAREA DOES NOT EXCEED 17S FT' NOTES: 1. SASH SIZE: 34 15/16" % 36 1/16" 2. D.L.O.: 33 1/4" X 32 7/16" RMIMS 0MRMA0. MTE I MPRWED SIGNED: 0210712019 MI WINDOW ARKETND 65D WEST MARKET STREET `\`\�`511R711L1q/* GRATZ. PA 17030 -`�� •�XGENSt.•giP SERIES 185 ALUMINUM SINGLE HUNG WINDOW*� 36" X 72" NON —IMPACT FLANGE & FINLESS ELEVATIONS pE OF �O . �i'ni` :c[OR1DP•�i�� Tu: Dwc uD. Rtv 08 _ i�7jSsjONA;10�G\�� Luis R. Lomas P.E. FL No.: 62514 L NTS DATE 01/17/19 SH" 23 OF 10 LRORERTOLOMASP.E I432 WOODFORD RD L EWISVILLE. NC 27023 d3CEBe-0309 AamazCdlMmaspemm RMSIONS DMCR1111.N PATE I TG.MD 36" FRAME WIDTH 36" FRAME WIDTH 8" MAX O.C. 8" MAX O.C. 4" MAX — —I 4" MAX 4" MAX —{ 4" MAX 4" MAX 4' MAX Li 8" MAX O 8.. O MAXT.C. / 7 71 5/8" 71 5/8" FRAME FRAME HEIGHT HEIGHT X X ,� L I / 4" MAX 4" MAX. 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACTRATING +60.01-70.OPSF NONE 36'X 715,8'UNITSHOWN. OTHER SIZESAPPROVEDASLONGAS SIGNED: 0210712019 FRAMEAREA DOES NOT EXCEED 179 f'R MI WINDOW AND DOORS, LLC.WEST \\d1111111oAA7� 650 MARKET K17030REET \\j\�CE�,� RATZ, �. \ S• .,p NOTES: 1. SASH SIZE: 34 15/16" X 35 1/16" SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• p 6yI •4r= 2. D.LO.: 33 1/4" X 32 7/16' 36" X 72" NON —IMPACT FIN ELEVATIONS TAT" - ORRWN: -0 N0.,'D[ORIflI:•� \ A.R.S�E 08 NTS DATE 01/17/19 s03383 OF 10 HARDWARESCHEDULE METAL SWEEP LOCKS AT LOCK RAIL, 8"FROM EACH ENO L ROBERTO LOWS P.E. 1432 WOODFORD RD LEWISVILLE, NC 2= LuFL RN BLOCKAD ACKLEBNCEAT 43688-0609 OLOrt051P.E. 8254 WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1/2" MIN. r EDGE DISTANCE � 1E M1B/E4D'M MIN. METAL f ENT STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 1/4•• MAX. SHIM SPACE APPROVED SEALANT BEHIND FLANGE II ` #10 WOOD SCREW EXTERIOR INTERIOR SMS SELF DRILLLIING SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT APPROVED APPROVED SEALANT SEALANT 1/4- MAX BEHIND BEHIND FLANGE r SHIM SPACE FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS NOT SHOWN FOR CLARITY. 2 PERIMETERAND JOINT SEALANT BYOTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT / SHIM^SPACE II� VERTICAL CROSS SECTION METAL STRUCTUREINSTALLATION PMSIONS aM ocsrnlanox 1 1/4" MIN. EMBEDMENT /__ MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE w1c naaamco INTERIOR j/10 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS gppROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION _ 1/4" MAX. SHIM SPACE ytOR SELFF DRILLING INTERIOR SCREWS 12 MIN. EDGE DISTANCE EXTERIOR METAL STRUCTURE APPROVED BY OTHERS SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0210712019 MI DKDOOR R ssoDOWTAM ET E,ETLLC. ST Lo .``��`5,1111/ '`�V GRATZ, PA 17030 •y\G ENB�•9ii+�: z: p 6 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 72" NON —IMPACT (�([t,�7�tMo�� FLANGE INSTALLATION DETAILS yTAT E OF •tp` i0 . i* "..[ORtO:'•� � '��ss/nnun�aG�``\ om. owa No. PM 0B Luis R. Lomas P.E. FL NO.: 62514 3003383 OF 10 ;rxc NTS o"TE 01/17/19 L ROSERTOLOM"SAF. 1432WODOFOROROLEWISVILLE.NC9023 I 2° MIN x[xsi0xs EDGE DISTANCE an oEscximox wiE esaaoveo CONCRETE/MASONRY BY OTHERS - •a °� 1 1/4" MIN. °d: OPTIONAL 1X BUCK ° °°• EMBEDMENT - ° 1 1/4" MIN. SEE NOTES 3 — 7 r EMBEDMENT SHEET 1 1/4" MAX. - APPROVED SHIM SPACE CONCRETE/MASONRY 1/4" MAX. SEALANT BY OTHERS SHIM SPACE BEHIND FLANGE .b 3/16" TAPCON 3/16" TAPCON - INTERIOR b' 2" MIN. EXTERIOR INTERIOR EDGE -'• DISTANCE EXTERIOR OVED L NT °7BEHIND FLANGE 1X BUCK SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETEMASONRYINSTALLATION APPROVED IN A BED OF APPROVED SEALANT SEALANT BEHIND FLANGE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. OPTIONAL IX BUCK 1/4" MAX NOTSHOWNFORCLARRY. SEE NOTE 3 — 7 r SHIM SPACE 2. PERIMETERAND JOINTSEALANTBY OTHERS TO BE SHEET 1 DESIGNED INACCORDANCE WITHASTME2112 SIGNED., 0210712019 —� MI WINDOW AND D DOOR LLC. CONCRETE/MASONRY n • , BY OTHERSa; ° e ,.° a.:.° ET T ET GRATZ, PA 17030 "`��y •y�CENy.F'9Ui�y �` `• '':. .^.° SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• 36" % NON —IMPACT �E HAT °- - STA FLANGE INSTALLATION DETAILS pO•• TAT OF, •CC VERTIAL an yty,` CONCREDTFJMASOORS INSTA�LAI�ON 08-0 383 sS11Off s�6x NT5 0"TE 01/17/19 OF 10 A110aG`�`\ LROBERTOLOMASR.E. LOk R. Lomas P.E. lCl2WDODFORDRDLEWISVILLE NC2A)0 FL No.: 62514 as 1&0609 mwnas@rrtomazR..wm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT 1/2" MIN. EDGE DISTANCE r4" MIN.EDMENT SHIM SPACE METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT 1/2- MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE #10 WOOD SCREW I II ` #10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR EXTERIOR INTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCKINSTALLITION NOTES: I 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS. NOTSHOWNFORCLARNY. 2. PERIMETER AND JOINTSEALANTSY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 ;ILL TO BE SET NA BED OF 1PPROVED SEALANT MAX. BACKER ROD SHIMHIM SPACE & APPROVED SEALANT BY OTHERS III yl i VERTICAL TICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE 1 1/4" MIN. EMBEDMENT /2' MIN. N. EDGE DISTANCE #10 WOOD SCREW RMSiONS DE RlP ON _ 1/4" MAX. SHIM SPACE OAE I 'PRMD INTERIOR WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCKINSTALLATION /4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING INTERIOR SCREWS 1/2" MIN. EDGE DISTANCE I EXTERIOR METAL BACKER ROD STRUCTURE &APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0210712019 MI WINDOWANDDOORS, DD00R uIt. t ssoTET L0 GRATZ, PA 17030 -.`� O.�Vp ENg�IFUiy SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• 36" X 72" NON -IMPACT �( FINLESS INSTALLATION DETAILS �'Jl TAT OF tn; ��'PF•;°CORIOP•�� DMWN: Owc NO. aLv 08 SS1011111111V\\ LUIS R. LOTO$ P.E. FL NO.: 62514 3ME NTS DATE 01/17/19 -EET63 OF 10 LROBERTOLOMASPE. fA92W000FOROROLEWISVILLE,NC270Z? 43dd00L009 AlOmas@libmaspe.rom _ 2" MIN. RLv�sious REV OFSCRiPiION N.iE MPRWER EDGE DISTANCE CONCRETE/MASONRY BY OTHERS ° 1 1/4" MIN. ° °°e EMBEDMENT OPTIONAL 1X BUCK .IF °� i 1/4" MIN. SEE NOTES 3 — 7 EMBEDMENT SHEET 1 , I CONCRETE/MASONRY 1/4" MAX. BY OTHERS 1/4" MAX. BACKER ROD SHIM SPACE SHIM SPACE &.APPROVEDSEALANT3/16- �F I 3/76" TAPCON TAPCON INTERIOR 4" N . MIN. RIOR EDGErBACKER EXTERIOR INTERIOR DISTANCEK SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETE/MASONRYINSTALLATION IN A BED OF BACKER ROD APPROVED SEALANT & APPROVED SEALANT NOTES: OPTIONAL 1X BUCK 1/4" MAX 1. INTERICRANO EXTERIOR FINISHES, BYOTHERS, SEE NOTE 3 — 7 SHIM SPACE NOTSHOWNFORCLARRY. SHEET 1 _� 2.PERIMETERANDJOINTSEALANTBYOTHERSTOSE DESIGNED INACCORDANCE WITHASTME2112 SIGNED: 02/07/2019 CONCRETE/MASONRY _ BY OTHERS ° - q. 4 ° ° ., MI WINDOW AND DOORS, LLC. • ® a 650 WEST MARKET STREET \�ApuuuplA7 \J\\�+;:'. ��.1>•��i� GRATZ. PA 17030 4 ° ° ° -° ° SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 11�5xo+*= 36" % 72" NON —IMPACT VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS TAT OF E tyC CONCRETEIMASONRYINSTALLATION oRnwu: gip, oxro NO A.R. 383 08 i��Fss OIIIAI s003OF 10 NTS mx 01 /77/19 II�aG\*\` LROBERTOLOMASP.E. I4 W00DFORDRDLEWISVILLE.NC2N23 Luis R. Lomas P.E. 424see-0s09 nam4:Lalna,,,asPR.am FL No.: 62514 G APPROVED SEALANT BEHIND FIN $6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR INTERIOR WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS 1 1/2- MIN. EMBEDMENT #6 WOOD � SCREW / APPROVED J SEALANT BEHIND FIN 1/4" MAX SHIM SPACE INTERIOR II TI W� �`-- 3/8EXTERIOR _ MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: FINISHES, BY OTHERS, INTERIORHOWN 1/4" MAX N ORCLA IFY.IOR NOTSNOTERANDLARI7Y. SHIM SPACE ANOJOINTSEALANTBY TO BE 2.PERNED IN DESIGNED INACCORDANCE W/THAS7M E2112 E2112 —� SIGNED: 02/07/2079 3/8" MIN E MI WINDOW AND DOORS, LLC. u1R11LIo EDGE DISTANCE 650 WEST MARKET STREET GRATZ, PA 17030 `` A/ �� 5 „'. 2J '� v ENS' qiP ryfi WOOD WOOD ••\G F. SCREW FRAMING SERIES 185 ALUMINUM SINGLE HUNG WINDOW 1 1/2" MIN. BY OTHERS 36" X 72" NON —IMPACT _z: APPROVED EMBEDMENT SEALANT FIN INSTALLATION DETAILS yTAT OF CAL CROSS ON BEHIND FIN D; sn ''O WOODRAEFRIMING OR2XBUCKINSTAILLATION 0B Asp NT5 \` SS ONp s003 83 OF 10 �"� 01/17/19 11E�6� LROSERTOLOMASP.E 142WODDFORD RO LEWISVILLE NO2 0 3 Luis R. Lomas P.E. +.u�09 nromes@uomaaye.com FL No.: 62514 HYYItUY SEAU BEHIND #6 SMS OR SELF DRILLING SCREW 3/8" MIN EDGE DISTAP EXTERIOR 3/8" MIN EDGE DISTANCE $6 SMS OR — SELF DRILLING SCREW APPROVED — SEALANT BEHIND FIN INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX SHIM SPACE METAL STRUCTURE BY OTHERS RMSI°NS D6 IPTON WE APPRPJEO _ 1/4" MAX METAL STRUCTURE SHIM SPACE BY OTHERS INTERIOR #6 SMS OR SELF DRILLING SCREW APPROVED SEALANT EXTERIOR BEHIND FIN _ 3/8MIN EDGE DISTANCE JAMB INSTALLATION DETAIL STRUCTURE INSTALLATION METAL NOTES. 1.INTERIORAND EXTERIOR FINISHES. BYOTHERS, NOTSHOWN FOR CLARITY. 2. PERIME7ERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE1,WTHASTME2112 SIGNED: 0210712019 MI WINDOW 650 WEST A MARKET KET STRORS,EET GRATZ, PA 17030 -`�� •yip EN,9'.,,pi ;Z • p 61 *: SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 72" NON —IMPACT FIN INSTALLATION DETAILS p' $TATOF iy` i•� :10R1OP. ',ASS'it fIlAi 10?6\\`\ oRAwu: R. AsL[ owc No 08 REV s003383 OF 10 NTS °aE 01 /17/19 L ROBERTO LOWS P.E 1A92WOODFORDRDLEWISVILLE.N0270YJ CSO M609 wlomas@Iwamasm.ran LUIS R. Lomas P.E. FL NO.: 62514 RENSIM I REV I I WE I MPRWED 2 5/16" —I 1 2 3/16"2 13/1 " 2 3/1�� ER 1 E—;p 5/1fi" 1 u L FINLESS FRAME HEAD SILL FRAME JAMB MEETING RAIL LOCK RAIDS 'ILE FINLESS FRAME FINLESS CM-18553 CM-1B513 OM-16504 CM-18505 ALUMINUM 6063-75.050'THICK CM-18554 ALUMINUM 6063-75.055-MICK ALUMINUM 6063-T5.062-THICK ALUMINUM 6069-T5.055'THICK ALUMINUM 6063-T5.050"THICK 2 5/16" — f 1 7/8" -g2 3/16" ,I-3 3/8" 2 3/16" 2 5/16" LI7 3/B I— Ly 73/16" J� 15/16" LFj FLANGE FRAME HEAD FLANGE FRAME SILL FLANGE FRAME JAMB SASH BOTTOM RAIL -I-- SASH STILE CM-IW03 CM-18502 CM-18501 ALUMINUM 6063-T5.050'THICK CM6346. CM63-T5. ALUMINUM 606&75.050'TH/CK ALUMINUM 6063-i5.054THICK ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.050'THICK 2 5/16" — LI r 3/16" 3 3/4" GLAZING BEAD 2 5/16" 2 3/16 V-663 RIGID RVC.050'THICK J� SIGNED: 07107/2019 MI WINDOW AND DOORS, LLC. \ \\\u111111I1A)A , FIN FRAME HEAD FlN FRAME SILL FINFRAMEJAMB 650 WEST MARKET STREET \\\\5 R. LOfj)��i CM-18508 CM-18509 CM-16510 GRATZ, PA 17030 '`may ••\OENS •gilf�i ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.055•THICK ALUMINUM 6063-T5.050'THICK V 1� , SERIES 185 ALUMINUM SINGLE HUNG WINDOW _�L 36" X 72" NON -IMPACT COMPONENTS �TAOF A.R. I 08-03383��I 08-033833 6LALE NTS pnTE p1 /17/19 snEET10 OFOF 100 L ROBERTOLOMASR.E I4 W00DF0RD RD LEWISWLM N027023 43S6360606 rllwnaz@Irbmaspe.wm Luis R. Lomas P.E. FL No.: 62514