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Home My WebLink AboutProduct Approval; Single Hung Windowsr;s s 14 10/17/2019 Florida Building Code Online M e _ ' i & Professional Regulation A� r BCIS Home I L .In User Regisratlao I Hot Topia I Submit Surcharge Stats&Facts I Publications I contact Us I Bus site Map I Unks I search I dbpr a— SHOPSTAMPREVIEW Ioto/Pl.n Emerald rr Product Approval [ USER: Public User P,,,,� Review is forgeneral compliance with the Construction Documents. _c. V. ,i 1, 1, Responsibility for correctness of dimensions, details, quantities and safety spew °' .� ir7 / hr'•�; i, (,�, �'n Ir,s� t�-r' during fabrication lies solely with the contractor. ameuctA�1>�DroductorAgplication,$5gr�7t>A'ppllcottonntell � No Exceptions Taken Reviewed Sr. Dawn Boggio-Korbelak -. O Rejected: FL # !!11 F 17499-RS Applicati nType JAN 2O�U R vision 11/22/19 Code Ver ion —gOA7 Appllcatio Status o'oa"1.111 'r 'Ap roved m1��«�� "ir 1 L *A proved by DBPR. Approvals by DBPR shall be reviewed and ratified by Lu C._ C)�' Ce)"y f If e POC and/or the Commission if necessary. ��. Comments Archived 0 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsltlinger@miwd.com Authorized Signature Brent Sitlinger bsiinger@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 O+ Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A ♦`�� GOO Date Submitted 03/18/2019 Y E Date Validated 03/18/2019 E Date Pending FBC Approval https:/Avww.floridabuilding.org/prlprl..app_dtl.aspx 1/4 .^ l 10/17/2019 Florida Building Code Online Date Approved 03/27/2019 5 ummary of Products FL ff Model, Number or Name Description 17499.1 1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be bedded 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: +601-60 Other: R-PG60 36x84 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL17499 RS C CAC APC (I327@) 185 5H (301723),Q j FL17499 R5 C CAC APC (13�2) 185 SH 1101723)�pQf FL17499 R5 C CAC APC (13280) 185 1Q1723),gpj FL17499 RS C CAC APC (13292) 18 101723).Rdj Quality Assurance Contract Expiration Date 10/17/2023 Installation Instructions FL17499 R5 II 08-0254SMiff Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 51332113-3.gdj Created by Indeoendent Third Partv: Yes 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL17499 RS C CAC APC (13269) 185 H 199Ii2@)�Q9 FL17499 R5 C CAC APC (13270) 185 SH (300823)�g&f FL17499 RS C CAC APC (13271) 185 SH (300823)�pdf FL17499 R5 C CAC APC (13361) 185 SH (1QQ823)�pdf Quality Assurance Contract Expiration Date 10/08/2023 Installation Instructions FL17499 RS II 08-0254900dj Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 513327E-4.gdj Created by Independent Third Party: Yes 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limitsse for use in HVHZ: No Certification Agency Certificate FL17499 R5 C CAC APC (13272) 185 SH (1=),Q j FL17499 R5 C CAC APC (13273) 185 1g1723),fu fsistant: for use outside HVHZ: Yes rfor FL17499 RS C CAC APCJ(13274)185 101723),gdjssure: No +60/-60 FL17499 RS C CAC APC(13?63)18 301723).RdjG60• Quality Assurance Contract Expiration Date 10/17/2023 Installation Instructions FL17499 RS II 08-025508.gdj Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 513328E-S.gdj Created by Independent Third Party: Yes 17499.4 1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-67 Other: R-PG60- 36x71 Fin, Finless, Flange Frame IG Single Hung Certification Agency Certificate Assurance Contract Expiration Date Installation Instructions FL17499 R5 fi 08-03163.pQf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 514082.gdj Created by Independent Third Party: Yes 117499.5 1 185 SH 136x72 Fin, Flange, and Finless Frame Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-70 Other: R-PG60 Certification Agency Certificate Quality Assurance Contract Expiration Date 06/14/2023 Installation Instructions FL17499 RS II 08-03383.gdj Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https:/Amw.floridabuilding.org/pr/pr app_dtl.aspx 2/4 10/17/2019 Florida Building Code Online FL17499 R5 AE 514377.gd[ 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 Sri(Q72723),gd1 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 IT 08-03379.11-if Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 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 RS C CAC APCfI7813)1711.04-106-12-RO 185 Approved for use outside HVHZ: Yes $11(QZZZ2}LRd[ Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +501-63 07/27/2023 Other: R-PG50 Installation Instructions FL17499 RS II 08-03381.gdt Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 514375.gd1 Created by Independent Third Party: Yes 17499.8 185 SH 36x72Fin, Flange, Finless Frame, Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RS C CAC APC(1781611711.07-SO6-IS-9O 185 5tt(QZ2Z23La 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 RS 11 08-03380.gdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 514374,I& Created by Independent Third Party: Yes 17499.9 185 SH 5202 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 (1327S) 185 300823),gdf FL17499 R5 C CAC APC (13276) 18 j0082g),Rd1 Approved for use outside HVHZ: Yes FL17499 RS C CAC APC (1a7Z) 185 100823),i& Impact Resistant: Yes FL17499 R5 C CAC APC (13291) 185 100823),gd1 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. 10/08/2023 Installation Instructions F1,17499 R5 Ii 08-02544B-l.gdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 5133200-I.pdf 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 FL17499 R5 C CAC APC (13263) 185 SH (1_00923),PAE FL17499 RS C CAC APC (1;326g) 185 5H (100923),gdf Approved for use outside HVHZ: Yes FL17499 R5 C CAC APC (13265)185 100923Lpdf Impact Resistant: No FL17499 R5 C CAC APC (13352) 185 SH (100923),gdf Design Pressure: +601-60 Other: R-PG60 Quality Assurance Contract Expiration Date 10/09/2023 Installation Instructions FL17499 R5 II O8-025468-2.Rd1 Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 513322E-2.pQf Created by Independent Third Party: Yes 17499.11 185 Triple SH 11102 Fin Frame IG/SG Single Hung 11O02 Flange Frame IG/SG Single Hung https:/Aw .floridabuilding.orgipr/pr app_dtl.aspx 3/4 10/17/2019 Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RS C CAC APC (133g1) 185 SH TPL (110323LPdf FL17499 R5 C CAC AP[ (13343) 185 SH TPL (102123),gdf Approved for use outside HVHZ: Yes FL17499 R5 C CAC APC (13346j 185 SH TPL (10202352 Impact Resistant: No FL17499 R5 C CAC APC (13348) 185 SH TPL (102123),gdf Design Pressure: +50/-50 Other: R-PG50- Quality Assurance Contract Expiration Date 10/20/2023 Installation Instructions FL17499 RS II 08-02548B.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 513324B-6.pdf Created by Independent Third Party: Yes 17499.12 185 Twin SH 10602 Fin Frame IG/SG Single Hung 10502 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC (13344) 185 SH TWN (1Q21,3),gdf FL17499 R5 C CAC APC (13342) 185 SH TWN (J 10423)�pdj Approved for use outside HVHZ: Yes Impact Resistant: No FL17499 R5 C CAC APC (13347) 185 SH TWN (1UM).Of Design Pressure: +45/-45 FL17499 RS C CAC APC (13349.) 185 5H TWN (1Qj12 Ll& Quality Assurance Contract Expiration Date Other: R-PG45 10/20/2023 Installation Instructions FL17499 R5 II 08-025470-7.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 513323B-7.gdf Created by Independent Third Party: Yes Back Nert contact U :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4874824 The Stale of Honda Is an AA/EED employe[ Florida.:: Privacy Statement:: A c tv Statement :: Refund Statement Under Florida law, emall 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 mall to Nis entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Puaua nt to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address If they have one. The ema [Is 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 ran be made available to the public. To determine it you are a licensee under Chapter 455, RS., please click hcre . Product Approval Accepts: =goMI ` M sccurity ll icriu cs• https:/Aw .flaridabuilding.org/pr/pr app_dtl.aspx 414 L. Roberto Lomas P.E. 1432 Woodford Rd Lewisville, NC 27023 434-688-0609 rllomm@lrlomaspe.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 61G20-3.005 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 AAMAANDMA/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 borne debris regions. • Frame material to be Aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02550 revision B. Certification of Independence: Please note that I don't have norwill 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 IV *' o •�T((ATIrE OFw= RI Luis R. Lomas, P.E. FL No.: 62514 10/11/2017 (Validator / 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 101/I.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 103.15) 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.: E1726.01-109.47 Date of Report: October 29, 2014 JGS/JTS ACP-04 (Rev.6/16) Evaluated for Certification: September 10, 2018 ,h, A oci ted Laboratories, Inc. Authorized for Certification: September 10, 2018 Amer)Jn Architectural 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. B. 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 #6 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 DESCRIPTION 1 NOTES 2 — -3 ELEVATIONS 4 — 9 INSTALLATION DETAILS 10 COMPONENTS REVISIONS ' REV I DESCRIPTION MBE p➢pRW£D 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 C90 WITH Fm=2,ODOPSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU-30KSI .048" THICK MINIMUM SIGNED: 0210712019 MI WINDOW AND DOORS, LLC. 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 72" NON —IMPACT NOTES UB A"i/ 7ONA1IENNS`� LOTS R. Lomas P.E. W1E sOCE3B3 NTS 01/17/19 1 OF 10 LROBERTOLOMASP.E IN20'ODOFORD RD LEWISVILfE, NC2J023 FL No.: 62514 <3<-615-00 09 Tllamas@IAomaspa.oxn 71 FR HE 36" FRAME WIDTH 10" MAX. O.C. 3 1/2" I 3 1/2 MAX 0" MAX O.C. O 5/8" �- \ME GHT / 4 3 1/2" MAX 36" FRAME WIDTH 10" MAX. O.C. 3 1/2" MAX. —I 3 1/2" MAX. 3 1/2" MAX 10 p MAX O.C. FRAME HEIGHT 4 X I i 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW EXTERIOR VIEW FLANGE& FNLESS INSTALLATION FLANGE & FINLESS INSTALLATION DESIGN PRESSURE RATING IMPACTRATING +60.01-70.OPSF NONE 36' X 71518' UNIT SHOWN. OTHER SIZES APPROVED AS LONG AS FRAMEAREA DOES NOT EXCEED 179 FT - i NOTES: 1. SASH SIZE: 34 15/16" X 36 1/16" 2. D.L.O.: 33 1/4" X 32 7/16- RENSIONS DESCRIPTION Og1E 'PRO D SIGNED: 0210712019 MI D0 DOORS, 650STA ADXET ETLLC. \\\\x\\51R1!Lo7j�i'' GRATZ, PA 17030 `r••y\CENSF'9j1y p,.5�5 i-' SERIES 185 ALUMINUM SINGLE HUNG WINDOW*� 36" % 72" NON -IMPACT — (�([tJA+'W��: FLANGE & FINLESS ELEVATIONS p�pTATE OF ;spey� ORIOQ:•\`\ DRA.AWN'. DWO NO. R. O8 '','/ssIO111A111�NG\\\\ LDI$ R. LOmOS P.E. FL NO.: 62514 503E383 OF 10 SORE NTS °"� 01/17/19 LROSERTOLOMASP.E 1492WOODFORDRDLEWISVILLE,NG2709 434-688-0609 rllomes@Irlamazpe.rom RINSIONS DEWRIFIION DAZE MVROVED 36" FRAME WIDTH — — 36" FRAME WIDTH 8" MAX 8" MAX O.C. O.C. 4" MAX — I— —{ 4" MAX 4" MAX —I 4" MAX 4" MAX / J 4" MAXrno MACI Oa"OC.MAXr C 71 5/8" 71 5/8" FRAME FRAME HEIGHT HEIGHT X X 1 / 4" MI AX 4" MAX. 185 ALUMINUM SINGLE HUNG WINDOW 165 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACTRATING +60.01-70.OPSF NONE 36'X71 W- UNIT SHOWN. OTHER SIZESAPPROVEDASLONGAS SIGNED: OZ10712019 FRAMEAREA DOES NOTEXCEED 17.9 FT' MI WINDOW ICO�X�XG 650 WESTAMA MARKET STREET `.``J\S1.IRN EN,q�•�C4j�� GRATZ. PA 17030 ` r� y�G NOTES: 1. SASH SIZE: 34 15/16" X 35 1/16" SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• a 6 iA'� 2. D.L.O.: 33 1/4" X 32 7/16" 36" X 72" NON —IMPACT FIN ELEVATIONS DOE OF �i'�p :10R1D0; • �i�� DRAWN: DNO W. Rn A R. 08383 037 NTS ME 01/17/19 3 OF 10 HARDWARESCHEDULE L.ROBERTOLOWSP.E' LDI$ R. Lomas P.E. METALSWEEPLOCKSAT LOCK RAIL,8"FRDMEACH END 1432WOODFORDRDLEWISVILLE, NO2M3 FL NO.: 62514 BLOCKAND TADKLEIAANUESATJAMB$ 143C-6BB-0609 dlomes@Gbenaspe.eom WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT BEHIND FLANGE 1/2• MIN. EDGE DISTANCE MIN. I ENT 1/4" MAX. SHIM SPACE APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE METAL AL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE RE 110N5 REV °6LRIP".N mm APPRMD 1 1/4• MIN. EMBEDMENT T- 1/2" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE INTERIOR #10 WOOD J #10 WOOD J ` #10 WOOD SCREW SCREW ` 1110 SMS OR SELF DRILLING SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTAL LARON EXTERIOR EXTERIOR 1/4. MAX. _ SHIM SPACE INTERIOR #10ELF SMS OR INTERIOR SELF DRILLING INTERIOR SCREWS T2" SILL TO BE SET M. EDGE J� IN A BED OF DISTANCE APPROVED SEALANT .SILL TO BE SET APPROVED (V�I IN A BED OF APPROVED SEALANT EXTERIOR APPROVED L SEALANT METAL SEALANT BEHIND FLANGE 1 4' MAX BEHIND FLANGE STRUCTURE BY OTHERS APPROVED S IM SPACE SEALANT 1/4" MAX. BEHIND FLANGE WOOD FRAMING F SHIM SPACE JAMB INSTALLATION DETAIL OR 2X BUCK BY OTHERS METAL METAL STRUCTURE INSTALLATION SIGNED: OZ/07/2079 STRUCTURE BY OTHERS MI WINDOW AND DOORS, LLC.VERT AOTION 650 WEST MPAK17030STREET \�pU11uu4/A of WOOD FRAICAL MING ORPOBUCKINSTSS VERTICAL CROSS SECTION RATZ. ,``?\CEN6,1. \. 0 METAL STRUCTUREINSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW �*• p„ 5 36" X A NON —IMPACT FLANGE INSTALLATION DETAILS �p $TAT OF NOTES. lty� i�D 1. DRAWN A ma .0. 08O3 IRIN 6\P�.E\\.1A92WODOFORDflOLEWISVIIlENC2)93N OTSHW SEALANTBYOTHERS TO BE TS °"1E 01/17/19 sET 4OF 10 1/1 NA�2.OERANONT 1 DESIGNED INACCORDANCE WIMASME2112 LROBERSP.E LIIS R. LOrt�o�5 FL NO.: 62514 C94-688-0699 rPomas®Irlwnasps.rom AK CONCRETE/MASONRY BY OTHERS 9' e OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET' 1 APPROVED SEALANT BEHIND FLANGE 2" MIN. EDGE DISTANCE a 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 3/16" TAPCON EXTERIOR *INTERIOR SILL TO BE SET APPROVED SEALANT B IN A BED OF APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK 1/4" MAX. SEE NOTE 3 — 7 SHIM SPACE SHEET 1 CONCRETE/MASONRY BY OTHERS ° e- RE SIGNS oESLRIFnou Ml APPRWE 11 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY _ 1/4" MAX BY OTHERS SHIM SPACE .a 3/16" TAPCON INTERIOR 2 MIN. EDGE DISTANCE ° EXTERIOR APPROVED L SEALANT BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETIRMASONRY INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINT SEALAATBYOTHERSTO BE DESIGNED INACCORDANCE WrTHASTM E2112 MI WINDOW AND DOORS, LLC. 550 WEST MARKET STREET GRATZ. PA 17030 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 72" NON —IMPACT - FLANGE INSTALLATION DETAILS DRAWN: Mc .0. REV A.R. OB-03383 — SME NTS W 01/17/19 1 SNEET5 OF 10 SIGNED: 0210712019 1 Luis R. Lomas P.E. FL No.: 62514 r 1 ' 1/2" MIN. Rersious EDGE DISTANCE 1/2" MIN. RR" 96scRipnou aelc nppRmrto WOOD FRAMING EDGE DISTANCE r OR 2X BUCK 1 1/4" MIN. 1/4" MAX. BY OTHERS 1 1/4" MIN. METAL EMBEDMENT SHIM SPACE EMBEDMENT STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 1/ED MIN. INTERIOR BACKER ROD 1/4" MAX. EDGE & APPROVED SHIM SPACE DISTANCE SEALANT BACKER ROD & APPROVED SEALANT N10 WOOD //10 WOOD SCREW N10 SMS OR SCREW SELF DRILLING SCREW WOOD FRAMINGWBACKERROD ERIOR OR 2X BUCK BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCKINSTALLATION EXTERIOR INTERIOR 1/4" MAX. SHIM SPACE EXTERIOR INTERIOR SMS OR SELF DRILLING INTERIOR SCREWS T 1/2" SILL TO BE SET MIN. IN A BED OF EDGE APPROVED SEALANT DISTANCE SILL TO BE SET BACKER ROD IN A BED OF L_ EXTERIOR & APPROVED APPROVED SEALANT SEALANT 1/4" MAX. METAL BACKER ROD SHIM SPACE BACKER ROD STRUCTURE & APPROVED & APPROVED BY OTHERS SEALANT WOOD FRAMING SEALANT 1/4" MAX. JAMB INSTALLATION DETAIL OR 2X BUCK F SHIM SPACE METAL STRUCTURE INSTALLATION BY OTHERS METAL —� SIGNED: OW712019 STRUCTURE VERTICAL CROSS SECTION BY OTHERS;MI WINDOW AND DOORS, LLC. \T11IIIlu/ WOOD FRAMING OR 2X BUCK INSTALLATION 650 WEST MAAARK1T STTREETENS Z �. VERTICAL CROSS SECTION METAL STRUCTUREINSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• F • - 0 •*' 36" X 72" NON —IMPACT — •• FINLESS INSTALLATION DETAILS y. TATE OF NOTES: oRAwu: owc uo. LV R j�" INTERIOR AND EXTERIOR FINISHES, BYOTHERS, A.R. O6 F•:?ORM"."1. OT SH WNORCLARVTLANT SEABYOTHERS70 BE 2. s�6 NTS o"1E 01 /17/19 s0ETX663 OF III��Sj�NA1 1\\\G`\� DESIGNED INACCORDANCE WITHASTM E2112 LROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISWLLE, NC 27023 FL No.: 62514 430.698,0609 Nwnaz�NomaspR.rom 2" MIN. *'RODSHIM CONCRETE/MASONRY BY OTHERS1 1/4" MIN. OPTIONAL 1X BUCKEMBEDMENT SEE NOTES 3 — 7 SHEET 1 MAXBACKPACE & APON EXTERIOR INTERIOR TO SET SILL OV BE BACKER ROD IN A BED OF & APPROVED APPROVED SEALANT SEALANT OPTIONAL 1X BUCK 1/4" MAX, SEE NOTE 3 — 7 SHIM SPACE _{. CONCRETE/MASONRY SHEET 1 _�"j BY OTHERS a ° °. 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY I — BY OTHERS 1.. 3/16" TAPCON -\ RE S10NS DIMCRIPIION pgiE RPPRPJEO 1/4" MAX. r SHIM SPACE INTERIOR 2" MIN. EDGE EXTERIOR 7BACKER DISTANCE ROD "ROVED T a 1X BUCK SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES.- 1. INTERIORAND EXTERIOR FINISHES, SYOTHERS, NOTSHOWNFORCLARITY. 2. PERIMETERAND JOINTSEALANTBY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 MI WINDOW AND DOORS, LLC. 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DwWN: on No. A.R. 08-03383 Sru NTS loa01/17/19 ISeEU7 OF 10 SIGNED: 0210712019 Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN 1 1/2" MIN. EMBEDMENT 116 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. pppp T� SHIM SPACE WOOD FRAMING 3/13- MINBY OTHERS EDGE DISTANCE 1/4" MAX SHIM SPACE RE SIGNS �ESLRIPIION 1 1 /2- INTERIOR MIN. EMBEDMENT T #6 WOOD SCREW EXTERIOR INTERIOR APPROVED SEALANT EXTERIOR BEHIND FIN _ 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCKINSTALLA77ON .n I APPRMO NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS. 1/4" MAX NOTSHOWN FOR CLARITY. r SHIM SPACE 2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE DESIGNED INACCORDANCEWITHASTM E2112 —r SIGNED: 0210712019 3/8" MIN E MI WINDOW AND DOORS, LLC. EDGE DISTANCE 660 WEST MARKET STREET 51t1II1L0 R �\\\\\ . L'1J'YY/i ENg�•••91P� WOOD GRATZ. PA 17030 `may •y�O #6 WOOD SCREW FRAMING SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• pA,525 •*_ 1 1/2" MIN. BY OTHERS 36" X 72" NON —IMPACT =y APPROVED EMBEDMENT FIN INSTALLATION DETAILS C= �p • TAT OF � [p: SEALANTSECT BEHIND FIN OSS WOODEFRAIMING ORR2 BUCK INS AILLAATION 08 �NAI•EN��\\` 6.ENNTS °A1E 01/17/19 Rx03 83 OF 10 /it 11 LROBERTOLOMASP.E Luis R. Lomas P.E. 1<32 WOODFORDRD LEWISVILLE. NC2ID FL No.: 62514 13G-b6&6609 Nanaz@IAgnazpB.rom APPROV'^ SEALA BEHIND #6 SMS OR SELF DRILLING SCREW 3/8" MIN EDGE DISTAI, EXTERIOR INTERIOR 3/8" MIN EDGE DISTANCE #6 SMS OR - SELF DRILLING SCREW APPROVED - SEALANT BEHIND FIN VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION flEV610N5 DE.NPTON DAZE i APPROVED METAL STRUCTURE BY OTHERS _ 1/4" MAX. 1/4" MAX SHIM SPACE METAL STRUCTURE _ I SHIM SPACE BY OTHERS INTERIOR #6 SMS OR SELF DRILLING SCREW APPROVED SEALANT EXTERIOR LEDGE BEHIND FIN _ 3/8" MIN DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS 1/4- MAX NOTSHOWNFORCLARRY. SHIM SPACE ZPERIMETERANOJOINTSEALANTBYOTHERSTOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0210712019 Al WINDOSTAND MARKETDOORS, 650 W ETLLC. GRATZ. PA 17030 `NAIR\ �Rt1L0 G METAL STRUCTURE `may .*\GeN'g''9f!" BY OTHERS ALUMINUM SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" % NON—IMPACT FIN INSTALLATION DETAILS �y jT(( OF DRAWN: ORR NO. REV qAT �i'�pS:C0R104; OB NA111% SALE NTS DATE 01/17/19 SxEET93 OF 10 fit L ROBERTO LOMASP.E fA32 WOODFORD RD LEWISVILLZ NC 27023 Luis R. Lomas P.E. 43 _R .n Q FL No.: 62514 2 5/16" — 1 3/8I 2 3/16" — 2 133 2 3/16" 1 5/16" 1 FINLESS FRAME HEAD FINLESS FRAME SILL FINLESS FRAME JAMB CM-18553 CM-1855 CM-18513 ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.050'THICK 2 5/16" — 13/1� 1 7/B" pp 3 3/8" 2 3/16" �� FLANGE FRAME HEAD FLANGE FRAME SILL FLANGE FRAME JAMB CM.18501 CM-18502 CM-18503 ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-775.055'THICK ALUMINUM 6063-T5.050"THICK RMSIONS I REV I pESCflIPiION I p01[ AGpRpVEp MEETING RAIL CM-185w ALUMINUM 6063-T5.055' THICK g1 7/16" SASH BOTTOM RAIL CM-18555 ALUMINUM 6063-715.050'THICK LOCK RAIUSTILE CM-18505 ALUMINUM 6063-T5.062-THICK I1 15/16" DASH STILE CM-18507 ALUMINUM 6063-T5.050'THICK 2 5/16" —I I— 3/16" 2 3/16" — 2 3/e" 1 3 3/A" GLAZING BE4D 2 5/16" 2 3/16 V-663 L4 -L.� RIGID PVC A50'THICK SIGNED: 02/07/2019 1 LFWINDON FIN FRAME H6 ID FIN FRAME SILL FIN FRAME JAMB MI 650 WEST AADKEETO STEETLLC. \51A 11LO,l/Az CM-18508 CM-18509 gLUMINUMM-1851 D50'THICK GRATZ. PA 17030 `�r•y�CENSF'9s ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.055'THICK SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• p•,51?6 *1 36" X 72" NON —IMPACT — .//w'A•I(r�lm�ts'cOr COMPONENTS S` STATE OF rA�: A.R. 08-033831 — ScuE NTS IMTE Ol/17/19 ISHEUJO OF 10 L ROBERTOLDMSP.E. 1432 WOOOFORD RO LEWISVILLE, NO 27023 C3<- "609 Nwnas[+I�Omazge.rom Luis R. Lomas P.E. FL No.: 62514