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Home My WebLink AboutProduct Approval (6) b� �� S File Coy !y � T�'�. ♦ Oro]♦ 1 1 • . 1 BCIS Home Login User Registration I Hot Topirs I Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links I Search Florida Ste' �'..� product Approval rj tu rUSER: Public User D�,,uy^�JtKdfLf.�%a d.rt�sura kE'�tm Product ADoroval Menu>Product or Applimtion Search>Application List>Application Detail • FL# FL15076-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived iu Product Manufacturer Global Protection Products, LLC. Address/Phone/Email 4800 SW 51st Street#100 Davie, FL 33314 (954) 689-7545 tim.robinson@gppent.com Authorized Signature Tim Robinson tim.robinson@gppent.com Technical Representative Tim Robinson Address/Phone/Email 4800 SW 51st Street Davie, FL 33314-5537 (954) 689-7545 tim.robinson@gppent.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ci Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL15076 R4 COI COI GPP DRWG 15-022.odf FL15076 R4 COI GLOBAL PROTECT. PRODUCTS C.I. DRWG.15-021.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-330 2002 SSTD 12 1999 TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2016 Date Validated 01/17/2017 Date Pending FBC Approval 01/18/2017 Date Approved 04/04/2017 Summary of Products FL# Model,Number or Name Description 15076.1 20 Gage Galvanized Steel Storm Corrugated Galvanized Steel Storm Panels retained or not by Panels/HVHZ tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15076 R4 II GLOBAL PROTECT. PRODUCTS DRWG.15- Approved for use outside HVHZ:Yes 021.pdf Impact Resistant:Yes Verified By: Walter A. Tillit Jr., P.E. PE-44167 Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile impact resistant with Maximum span of Evaluation Reports 12'-4"for+ or-43.8 p.s.f. ASD Design load for regular FL15076 R4 AE GLOBAL PROTECT. panels (see sheet 8&10). Maximum span is 8'-8" for life PRODUCTS P.E.R. DRWG.15-021.Ddf safety panel and 5'-10"for E-Z hung panels. Created by Independent Third Party: Yes 15076.2 24 Gage Galvanized Steel Storm Corrugated Galvanized Steel Storm Panels retained or not by Panels/NHVHZ tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15076 R4 II GLOBAL PROTECTION PRODUCTS DRWG IS- Approved for use outside HVHZ:Yes 022.PDF Impact Resistant:Yes Verified By: Walter A.Tillit Jr., P.E. PE-44167 Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile impact resistant with Maximum span of Evaluation Reports 12'-0"for+/-20 psf ASD Design load and 13'-0"for+/-20 FL15076 R4 AE GLOBAL PROTECTION PRODUCTS P.E.R. psf ASD Design load for regular panels mounted without"h" DRWG 15-022.Ddf header respectively. See sheets 3,5,9,10,11,12&17 of Created by Independent Third Party: Yes installation drawings for other spans and pressures based on mounting conditions. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: am cC6ect -a,*®-. _ Credit Card Safe -Florida Building Code Online Filcgicepy Business & Professional Reciulmfi1 BCIS Home I Log In User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications FBC Staff I BCIS Site Map Links Search Florida a Product Approval r USER:Public User Product Approval Menu>Product or Aopllcatlon Search>Application List>Application Detail FL# FL17499-R1 Application Type Revision Code Version 2014 + Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz,PA 17030 (717)365-3300 Ext2560 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 9 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/19/2016 Date Validated 08/05/2016 Date Pending FBC Approval Date Approved 08/05/2016 haps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BPhS0... 4/18/2017 ~M• Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 17499.1 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R1 C CAC MI Windows-185 SH(Fin)Imoact Approved for use outside HVHZ:Yes (2).odf Impact Resistant:Yes FL17499 R1 C CAC MI Windows-185 SH(Fin)Imoact Design Pressure:+55/-55 (3).Ddf Other:R-PG55,Missile Level D,Wind Zone 3.Glass to be FL17499 R1 C CAC MI Windows-185 SH(Flange)Imoact bedded in Pecora 896 sealant. (2).Ddf FL17499 R1 C CAC MI Windows-185 SH(Flange)Imoact (5).odf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 RI II 08-02544A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R1 AE 513320A.Ddf Created by Independent Third Party:Yes 17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R1 C CAC APC(13362)E1725.01-109-47-RO 185 Approved for use outside HVHZ:Yes SH(FLG waiver)5-8IG 1-SA 52 1-8X84 R60(100918).Ddf Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH(Fin)(10).Ddf Design Pressure:+60/-60 FL17499 R1 C CAC MI Windows-165 SH(Fin)(9).odf Other:R-PG55 FL17499 R1 C CAC MI Windows-185 SH(Flange)(9).odf Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R1 II 08-02546A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R1 AE 513322A.Ddf Created by Independent Third Party:Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R1 C CAC MI Windows-185 SH(Fin)Imoact Approved for use outside HVHZ:Yes (4).Ddf Impact Resistant:Yes FL17499 R1 C CAC MI Windows-185 SH(Fin)Imoact(5) Design Pressure:+55/-55 Done.Ddf Other:R-PG55*,Missile Level D,Wind Zone 3.Glass to be FL17499 R1 C CAC MI Windows-185 SH(Flange)Imoact bedded in Pecora 896 sealant. (3).nddf FL17499 R1 C CAC MI Windows-185 SH(Flange)Imoact (4).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02545A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R1 AE 513321A.odf Created by Independent Third Party:Yes 17499.4 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R1 C CAC APC(13361)E1726.01-109-47-RO 185 Approved for use outside HVHZ:Yes SH(FLG waiver).odf Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH(Fin)(11).Ddf Design Pressure: +60/-60 FL17499 R1 C CAC MI Windows-185 SH(Fin)(12).Ddf Other:R-PG60 FL17499 R1 C CAC MI Windows-185 SH(Flange) 10 . df Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R1 II 08-02549A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 RI AE 513327A.Ddf Created by Independent Third Party:Yes 17499.5 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BPhSO... 4/18/2017 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R1 C CAC APC(13363)E1729.01-109-47-RO 185 Approved for use outside HVHZ:Yes SH(FLG waiver).Pdf Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH(Fin)(13).Pdf Design Pressure: +60/-60 FL17499 R1 C CAC MI Windows-185 SH(Fin)(14).odf Other:R-PG60* FL17499 R1 C CAC MI Windows-185 SH(Flanoe) 11 df J Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02550A.odf Verified.By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R1 AE 513328A.Ddf Created by Independent Third Party:Yes 17499.6 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17499 R1 C CAC MI Windows-185 SH Triple(Fin) Approved for use outside HVHZ:Yes (3).Ddf Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH TriDle(Fin) Design Pressure:+50/-50 (4).Ddf Other:R-PG50* FL17499 RI C CAC MI Windows-185 SH Triple(Flange) (3).odf FL17499 R1 C CAC MI Windows-185 SH Triple(Flange) (4).Ddf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 RI II 08-02548A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 R1 AE 513324A.pdf Created by Independent Third Party:Yes 17499.7 185 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 RS C CAC MI Windows-185 SH Twin(Fin) Approved for use outside HVHZ:Yes (3).odf Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH Twin(Fin) Design Pressure:+45/-45 (4).Ddf Other:R-PG45 FL17499 RI C CAC MI Windows-185 SH Twin(Flanoe) (3).Ddf FL17499 Rl C CAC MI Windows-165 SH Twin(Flanoe) (4).odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02547A.pdf_ Verified By: Luis R Lomas PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17499 RI AE 513323A.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.Ifyou do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: _. ® echebk Credit Card Safe https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BPhSO... 4/18/2017 REVSONS my DESCRIPTION On'E ;"ROVF) A REVISED ANCHOP. SPACING [c CRARTS ! 07/11/16 R.L. NOTES: 15. FOR ANCHORING THROUGH. FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO P.EOU FRAMING OF THE FLORIDAONYOPENING NC CODE SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ?__ WOOD FRAMING AND MASONRY STRUCTURE. OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING jHRQJGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS T-1E RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHUN. OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOI": UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS ShnLL BE SECURELY FASTENED 'DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. MATERIAL, STRUCTURE INTERIOR, WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" CR GREATER., BUCK SHALL BE SECURELY DETAILS, FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURL SUBSTRATE. WINDOWUNITS MAY 18.ALL FASTENERS TO BE CORROSION RESISTANT. 19.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR BE U ACTURE THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE 4717H MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATE WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1X BUCK IS NOT USED DISSIMILAR. MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0,42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF S. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOIN/FILLED BLOCK PER ASTM. C90 'KITH Frn=2,000PSI MINIMUM. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR. FACE $O THAT FULL FRAME SUPPORT 1S D. METAL STRUCTURE: STEEL 180A (.043") FY-33KSI/FU=52KSI OR PROVIDED. ALUMINUM 6063-5 FU-30KSf .C48" THICK MINIMUM S. FOR FIN INSTALLATION SHIM, AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIIAUM ALLOWABLE SHIM STACK TO BE 1/4". - 9. S:'.IMS SHALL BE LOCATED, APPLIED AND MACE 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 RIGID PVC. 12.UNITS MUST BE GLAZED PER ASTM E73O0-04/09. SEE SHEET 14 FOR GLASS DETAILS. 13.APPROVED IMPACT PROTECTIVE SYSTEM IS R:�UfFEa FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14.FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATON DETAILS. SIGNED:0711412016 65o MI WINDOEST WS MARKET SDOORS TREET ``\`�c R IrL� ,J`// TABLE OF CONTENTS GRATZ. PA 1703D-0370 v•4�CENS 9,�,% SHEET NO. DESCRIPTION SERIES 185 ALUMINUM TWIN SINGLE HUNG WINDOW ;*- [roo 1 *= NTES 106"X72" NON-IMPACT `� 2 1 4 ELEVATIONS NOTES TAT OF ` DRAIVR: mvc ND. REv �'�F•'�COi21�4:' 4 1<1y COMPONEtOS DETAILSsc.G NITS °A'E t2/09/14 08 s02 170F 1Q A j/iNA`1l\\G��\ A Ia . AEVLSiOM' REV COMP7,10N DAZE APPROVED A REVISED ANCHOR SPACING& CHARTS 07/11/16 R.L. -105 3/e" MAX FRAME WIDTH 105 3/8' MAX FRAME WIDTH 3 1/16" MAX 3 1/16" MAX ?." MAX 1e" MAX 3 1/16" MAX 3 1/16" MAX—{ �� r O.C. --I 2" MAX MAX l b" MAX O::.I 2' WAX / ! s�-- 2' MAX i _i / 2" MAX i 160.MAX C. 72' MAX t i MAX 16" MAX / FRAME FRAME O.C. / HEIGHT 4 / � I I � � 1 HEIGhT 7 X // •X / �' X / X / I i L 2 My X 185 ALUMINUM TWIN SINGLE HUNG WINDOW ? MAX 185 ALUMINUM TWIN SINGLE HUNG DESIGNER WINDOW EXTERIOR VIEW EXTERIOR VIEW FLANGE B FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART 41 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#I FOR SMALLER UNITS REQUIRED ANCHORS DESIGNPRESSURERATING I IMPACTRA7lNG ±45.OPSF I NONE CHART81 UNITS INSTALLFDWITHCVTFII2H i Number of anchor locations required Frame Frame Wldth(In) Height 37.38 52.13 W.13 7113 105.38 {In) Hood Jamb Head Jamb Hard Jamb Head Jamb Hood Jamb 24.00 4 3 6 3 6 3 6 3 8 3 30.00 4 3 6 3 6 3 6 3 8 3 36.00 4 3 6 3 6 3 6 3 6 3 420E 4 4 6 4 6 4 5 4 10 4 4&00 4 4 6 4 6 4 6 4 10 4 SIGNED.0711412016 60.00 4 5 6 s 6 s 8 s 12 5 MI WINDOWS AND DOORS tUttllil// 60.0E 4 5 6 5 6 S 8 5 12 5 `%S IR 10�i4� 66.00 4 5 6 5 6 5 B 5 12 5 650 WEST SPA 1703E 037E 720E 4 6 6 6 8 6 B 6 14 6 SERIES 185 ALUMINUM TWIN SINGLE HUNG WINDOW HARDWARESCHEDULE NOTES; 106"X72" NON—IMPACT �> [D. 2 METALSWEEPI=AT8"FROM EACH END INTERIOR MEEnNGRAIL 1. MAXIMUM SASH SIZE: 5C 1/2" X 36". FLANGE & FINLESS ELEVATION �� TAT OF 2. M.AXIML'M SASH D.L.O.: 47 5/8" X 31 7 8. 2 BLOCKANDTACKLEBALANCEATIAMBS 3. MAXIMUM FIXED D.L.O.: 49 5/16" X 32 7/8". gym' DY4 NO. REVC. (1)FLANGE VERTICALMULLI (1)FIN VERTICALMUWON(COM-18514)'�) s NTS D^E 12/09/14 OS'-27OF 14 ADM REV i OESCR�CN DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 105 3/8" MAX FRAME WIDTH 105 3/8" MAX FRAME WIDTH 3 1/16" MAX— 3 1/16" MAX �L i6 MAX 3 1/16" MAX 2" MAXIffl- Q.C. IIIIII ��I 2" MfJ( z" Nm :6" MAX �3 1/16' MAX 2- MAX� I O.C. 2" MAX I d z• MAX 1 so'C�x •' / O O 72' r— 0 MAY, f 1.6" MAX FRAME HEIGHT 1 // / 72" MAX FRAME X / X / I HEIGHT X X MAX 185 ALUMINUM TWIN SINGLE HUNG WINDOW 185 ALUMINUM TWIN SINGLE HUNG DESIGNER WINDOW EXTERIOR VIEW EXTERIOR VIEW FLANGE&FINLESS INSTALLATION FLANGE&FINLESS 1NSTALL471ON W IH FILLERS WITH FILLERS SEE CHARTOZ SHEET 3 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 02 SHEET 3 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING ±45.DPSFT_Nm; cHARraz turns Ir7STALLf�wITFL w_Leu Number of anchor locations required Frame Frame Width n Height 37.38 52.13 60.13 7113 105.38 Cn) Head Jamb Hoad Jamb Head Jamb Hand Jamb Head Jamb _ 26.00 4 1 3 6 3 6 3 6 3 6 3 30.00 4 3 6 3 6 3 6 3 8 3 3600 4 3 6 3 6 3 6 3 8 3 4200 4 4 6 4 6 4 6 4 8 4 4600 4 4 6 4 5 4 6 4 8 4 SIGNED_0711412016 5$.00 4 5 6 5 6 5 6 5 8 5 6600 4 5 6 5 6 5 6 5 8 5 650 WEST M RK STREET •� E Lo�9��i 7Z00 4 6 6 5 6 6 6 1 8 6 SERIES 185 ALUMINUM TWIN SINGLE HUNG WINDOW ,sir- 0 1 = HARDWARESOiIEDULE NOTES: 106'X72" NON-IMPACT � tv� rDD. 2 METALSWEEP LOCK AT8"FROM EACH END INTERIOR MEETING RAIL 1. MAXIMUM SASH SIZE: 50 1/2' X 36". FLANGE & FINLESS ELEVATION TAT OF 2 BLOCK AND TACKLE BALANCEATJAMBS . MAXIMUM SASH D.L.O.: 47 5/8' X 31 7/8". i0P(1)FIANGEVERTICALMULUON SECf5764 3. MAXIMUM FIXED D.LO.: 495/16' X 32 7/8'. DRA''`N' Dtvc ND. REV %F COR10(2)FIN VERTICAL MUWON(CPA-M14) NTS a 12/09/14 OS 5 2ET370F 14 A ,/'/S1614A1 ,`\\ arvurrr 'E'/ CE5CRIP'ICN CATE APPRO�'EO REVISED ANCHOR.S?ACINC ,'.r.CHARTS 07111116 I RL. 105 1/2" MAX FPJ.,IAE WIDTH 105 1/2" MAX FRAME WIDTH 2- MAX 0" --{�• 2" MAX ^" MAX MAX O.C. 2" MAX MAX O.C. 2 off l!� z- MAX O fl O ' O 1 � l O , ; 1G"—MAX 0O.C. 72 I� i , ] IIIlII O.C.MAX O.G. Y I MAY FRAME Fr,AM_ II J II -II HEIGHT III X I.. X 2" MAX I r 2" MAX j I 185 ALUMINUM TWIN SINGLE HUNG WINDOW 165 ALUMINUM TWIN SINGLE HUNG DESIGNER WINDOW EXTERIOR i?EW EXTERIOR VIEW FIN INSTALLATION FININSTALLATION SEE CHART#0 FOR SMALLER UNITS REQUIRED ANCHORS SEE CNARTA13 FOR SMALLLERLERUNITS REpUlAED ANCHORS DESIGN PAESSUAE RATING IMPACT AATWG t45.OPSF NONE C.HAW iO3 Number of anchor locations roquirod Framo Frame Width m Hoigh! 37.38 5213 1 80.13 73.13 105.38 (In) H&S Jamb H&Sj Jamb H&S Jamb H&S Jamb H&S Jamb 24.00 5 1 3 6 3 7 3 8 3 12 3 30.00 5 4 6 4 7 4 8 4 12 4 3&0o s 5 6 5 7 5 8 s 12 5 4200 5 5 6 5 7 5 B 5 12 5 46.00 5 6 6 6 7 5 8 6 12 6 SIGNED:07/i4/20i6 54.00 5 6 6 6 7 6 a 6 12 6 MI WINDOWS AND DOORS $0.00 5 7 6 7 7 7 8 7 12 7 ��\ R• L0 Ql 6G00 5 8 6 E 7 8 8 B 12 8 650 WEST MARKET STREET GRATZ, PA 17030-0370 72C10 5 B 6 8 7 8 8 a 12 B SERIES f85 ALUMINUM TWIN SINGLE HUNG WINDOW *- o f *� HARDWARE SCHEDULE' NOTL•S: 106"X72" NON—IMPACT �7�4 t, MAXIMUM SASH SIZE: SO 1%?_ :< 6. FIN ELEVATION FAT OF A. 2 METALSWEEPLOCKAT3"FROMEACHENDINTEMORMEEf1NGRAIL +�• MAXIMUM SASH D.L.O: 47 5/8" Y, Si 7;S iC G (11FlANGEVERIICALMU AND TACKLE ONC3AE{TS/o45 ' 3. MAY.IMUM FIXED D.LO.: 49 5/16 ri 32 7/F", DRAWN. �K'Ic 08-02547 D. (1)FIN VERTICALMULLION(CM•18514) `'C�LE NTS 0aT' 12/09/14 s"EE'4 OF 14 REVL,IONS _ 1/2- MIN EDGE DISTANCE �------{- 3/4" MIN R!V oescRw-loNI ore nvpRorco WOOD FRAMING I I EDGE DISTANCE A PEMSEP ANCHOR SPACING&CHARTS 107/11/16 R.L. OR 2X BUCK METAL I I!I BY OTHERS STRUCTURE 1 3/5" MIN. BY OTHERS } 1 1/G" MAX. EMBEDMENT • � � EMBEDMENT �SHIM SPACE e EACKER ROD 1/4- MAX. � SHIM"SPACE � I INTERIOR APAPPROVED$c APPROVED SHIM SPACE 1/2" MIN SEA._ANT I SEALANT t EDGE CiSTANCE `-#10 WOOD SCREW #10 WOOD L 10 sMs OR I jl SELF DRILLING SCREW X r t SCREW WOOD FRA-MING / ' I !i •� O BY OTHERS JRIOR f I , INTERIOR J JAMB INSTALLATION DETAIL BACKER, ROD APPROVED WOOOFRAMWGOR2XBUCKIIVSTALLATION ' n � --�-- INTERIOR SEALANT 4v 1/4" MAX. wu SHIM SPACE t EXTERIOR EXTERIOR SELF GRILLING 1NTERtOR SCP.EI15 72�—te A t X SI__ 70 BE SET � "I I � "o d ABED OF SILL BE SET MIN- A B +I -T APPROVE] � � IN A BED OF EDGEE D DISTANCE I STRUCTURAL APPROVED t ` EA R ROD I SEALANT STRUCTURAL AP Fc ?PP,OVcD 'u BACKER POD SEALANTEXTERIOR SEALANT i/4" MAX. do APPROVED �' L \ Y SAM SPACE SEALANT j 1/4" METiAL Y 2JICKER ROD -_�SHIM SPACE STRUCTURE & APPROVED WOOD FRAMING BY OTHERS SEALANT OP. 2X BUCK METAL " �T JAMB INSTALLATION DETAIL BY OTHERS STRUCTURE METAL STRUGTUREtNSTALLATION BY OTHERS SIGNED_071141RO16 VERTICAL CROSS SECTION `\`9 tltl li o z WOOD FRAMINGORZX BUCK INSTALL4TTON VER71CAL CROSS SECTION MI WINDOWS AND DOORS � _• t� METAL STRUCTURE lNSTALLATlON SGRATZ, PWEST A 170 KET 0 0370 �STREET 4`,4�CEIUS '9��ii SERIES 1S5 ALUMINUM TWIN SINGLE HUNG WINDOW NOTES: 106"X72" NON—IMPACT i 1.INTERIOR AND ETCTERIOR FINISHES.SYOTHERS, FLANGE INSTALLATION DETAILS WITHOUT FILLERS " 'PATE OF t4: NOT SHOWN FOR CLARITY, i� R P Itrti 2 PERIMETER AND joiAlrSEA DESIGNED INACCORDANCEWITHASTME211ZS708E N G mvc N0. 08—D2547 A FsS/��RS sw.e on:e sMeEr �7jAt�j�j(Aj1l1��V� NTS 12/09/14 5 OF 14 _ 2 1/2" MIN. EDGE DISTANCE REV MCRFP'ION WE APPRWED CCNCRETE/MASONRY . A P,EASED iLNCHOR SPACING Ic CHARTS 07/11/16 R.L. BY OTHERS �4' d OPTIONAL IX BUCK a d: 1 1/4` MIN. SEE NOTES 3 — 7 ` EMBEDMENT 1 1/4" MIN. SHEET 1 o I f EMBEDMENT 1 CONCRETE/MASONRY SHIM"SPACE 1/4" MAX, BY OTHERS BACKER ROD SHIM SPACE "6 dt APPROVED SEALANT I 4 e f v 3/16" TAPCON 3/16" TAPCON I INTERIOR EJ EXTERIOR [,lr�� IN MIN.TERIOR 2 " N. i I EDGE DISTANCE 1 p EXTERIOR �. L BACKER ROD Z: APPROVED f OPTIONAL 1X SUCK SEALANT r I SEE NOTES 3 — 7 sILL To BE SET SHEET ' JAMB INSTALLATION DETAIL _ SACKER ROD IN A BED OF CONCRETEEMASONRYINSTALLATION APPROVED Fc APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL IX BUCK ..s NOTES: r 1/4" MAX. 1.INTERIOR AND EXTERIORFINISHES..BYOTHERS. SEE NOTE 3 — 7 — 11 SHIM SPACE NOTSHOWN FOR CLARITY. SHEET 1 2 PERIMETER ANDJOfNTSEALANTBYOTHERSTOBE DESIGNED IN ACCORDANCE WITHASTM E2112 CONCRETE/MASONRY 9Y OTHER SIGNED:07/i4/2016 •'d � � " ° MI WINDOWS AND DOORS ``�AA� IILl1/�irr " °•d P: Q . p d. A< 650 GRATZS PA 17030 50370T MARKET T �rJ\S�r+ENS gd1�i �b F• i SERIES 185 ALUMINUM TWIN SINGLE HUNG WINDOW *�' �fa,b1251 NON—IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS �� SSTAT OFcr ,%f VERTICAL CROSS SECTION [_Lc RAWN: DWG NO. RLV '=cLOR10? CONCRETEWASONRYINSTALLA77ON NTS "'"12/09/1A 08 670F 14 A rr'/%/1O�(f�l'E�-,IIN u _ 1/2" MIN ROASIONS If EDGE DISTANCE Rtv eescrurooN Dart AaFROVEO OR 2X BUCK cCGE DISTANCE wG00 FRAMING Zi/4' N A REVISED ANCHOR S?ACING & CHARTS 07/11/16 RL. T B" OTHERS 1 3/8" MIN. METAL 1 3/8" MIN. 1/4" MAX. EMBEDMENT STRUCTURE EMBEDMENT I SHIM SPACE 1 BY GTHE-4s BACKER ROD r` & APPROVED 1/4 MAX. INTERIOR SEALANT SHIM SPACE- APPROVED /2 MIN 1/4" MAX. EDGE DISTANCE SEALANT \ SHIM SPACE I IX L IIr � Ix RIGID-/ n70 WOOD SCR� N �--- FILLER RIGID #10 SMS OR 10 'WOOD / .SCRESY �V J i FILLER SELF DRILLING --- SCREN WOOD FP.AMING EXTERIOR III OR 2X BUCK BACKER ROD If PI BY OTHERS & APPROVED FILLER SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR �� INTERIOR METAL 1/4" MAX. ;l 4 STRUCTURE SHIM SPACE EXTERIOR BY OTHERS EXTERIOR � � .n� - � IIt #10 SMS OR I INTERIOR SEL1 DRILLING SCREWS SI , TO BE SET II T__ I r IN APPROVEDABED OE I 3/4" MIN, r ' f STRUCTURAL l - If SILL TO BE SET EDGE DISTANCE I �f SEALANT L'�` I IN A BED 0. BACKER ROO APPROVED & APPROVED - STRUCTURAL EXTERIOR 1/4" MAX. T SEALANT (-S-IIN. SPACE BACKER ROD SEALANT & APPROVED If- RIGID \�BACKER ROD SEALANT / 1/4" MAX. FILLER @lGOp FPAMtNG i I & APPROVED OP.Y x BECK `I a _-___C SHIN SPACE S �JAMB INSTALLATION DETAIL B. OTH�P.S METAL ' METAL STRUCTUREINSTALLATLON STRUCTURE BY OTHERS VERTICAL CROSS SECTION SIGNED:0711412016 WOOD FR4M(NGOR2XBUCKINSTAL.LA7-ION MI WINDOWS AND DOORS ��litllrl,, VERTICAL CROSS SECTION 650 WEST MARKET STREET METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 v�.�GEN`rt�`9�/�� NOTES: SERIES 185 ALUMINUM "TWIN SINGLE HUNG WINDOW *' 0 1 � I.INTERIOR AND EXTERIOR FINISHES,BYO7HERS, 106"X72" NON-IMPACT �y� 'ao.�`_ NOTSHOWNFORCLARITY. FLANGE INSTALLATION DETAILS WITH FILLERS ��• TAT OF 2.PERIMETER AND JOINTSEALANTSYOTHERS To BE i0• Q, .. DESIGNED INACCORDANCEWITHASTME2m 0� 0wo No. OS-02547 RA NTS °F?E 12/09/14 S"LT7 OF 14 � /�Ys� NA1tENG \ _ 2 1/2" MIN. Revc�ns EDGE DISTANCE REV CFSGRPIOK iY�Tf aaPsova CONCRETE/MASONRY - A RC1nSE0 ANCHOR SPACING 2t CHARTS 01/1 t/16 Ra- y OTHERS a r v r e OPTIONAL 9X BUCK • o a t a SEE NOTES�3 - 7 s EMBEDMENT PIT 1 1 4" MIN, SHEET 1 EMBEDMENT I CONCRETE/MASONRY _ 1/4" TIONAL 1{ BUCK MAX.BACKER ROD .j BY OTHERS SEE NOTES 3 - 7 & APPROVED } SHIM SPACE ; SHEET 1 SEALANT RIGID , FILLER 3/16" TAPCON 3/1b"TAPCON r o 9 1/4" VAX. /! r—SHIM SPACE ��11 ,'o• o t ', f 1NTER/OR �•-� &zz= EXTERIOR ; !l �`C^ INTERIOR 2 1/2• 7 EDGE I � `f DISTANCE p � 1 EXTERIOR / I SACKER ROD I FILR J SEALANTOVED LE i SILL TO BE SET JAMB INSTALLATION DETAIL SACKER ROD IN A BED OF CONCRET6WASONRYINSTALLATTON & APPROVED APPROVED SEALANT STRUCTURAL _��.. SEALANT OPTIONAL 1X BUCK NOTES: _ 1!4" MAX. SEE NOTE 3 7 �i cH!(tb SPACE 7.lMERtOR AND E?CTERJOR FINISHES,BYOTHERS, SHEET 1 1 NOTSHOWAr FOR CLARITY. -7 2 PERIMETERAJJDJOINT SEAIANTSY OTHERS TO SE i CCNCRb?E/MASONRY DESICoNED IN ACCORDANCE WITHASTNf E2112 9 OTHERS " 'a' a a' '� SIGNED:07/14/2016 a a n MI WINDOWS AND DOORS ��>IILIlll�riiii 650 W SPA TET 7030-03i0 JMRKET STREET \c'�CENS' SERIES 185 ALUMINUM TWIN SINGLE HUNG WINDOW =*• a,, 511 tk^ 1 oALLATI NON-IMPACT (,t•4 FLANGE INSTALLATION DETAILS WITH FILLER ' TAT OF VERTICAL CROSS SECTION DRAWN; arG r+o. REti -�40RLOQ`- CONCRETFJMASONRY(NSTALLATION N.G. 08-02547 A ��/SiSIO�AL�$��\`\ score NTS atie 12/09/14 s.cer8 OF 14 /Illliflll c. 1/2' MIN rtEVGron, I EDGE DISTANCE R[v 0=F?IP-I0N SKE APPROVED WOOD FRAMING I REVISED 3/4" MIN A ANCHOR. S-ACING &CH4 T5 07/11/16 R.L. OR 2% BUCK METAL ECGE DISTANCE BY OTHERS STRUCTURE 1 3/8" MIN. 1/4" MAX. t 3/8' MIN.EMBEDMENT BY OTHERS EMBEDMENT SHIM SPACE 1/4.' MAX. j SHIM SPACE 1 INTERIOR BACKER ROD 7 + & APPROVED L ' MAX. J APPROVED SEALANT SHIM SPACE SEALANT EDGE DISTANCE II I f i�I }'f10 SMS OR �j10 WOOD SCREW SELF DR'LLIYG f10 WOOD + _ SCREW SCREW1 EXTERIOR t, r.. 1 EXTERIOR WOOD FRAMING BACKER ROD OR 2Y. BUCK & APPROVED V Qrll (� I BY OTHERS SEALAM INTERIOR , JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR I INTERIOR 1/4" MAX, SHIM SPACE #10 SMS OR INTERIOR SELF DRILLING -- I SCREIVS SILL TO 3E SET I�J 1N A BED Or I-y r - ++ APPROVED SILL TO BE SET f STRUCTURAL N A BED OF 3/G" MIN, + SEALANT � � APPROVED EDGE DISTANCE IC - &APPR6iD 1/4' MAX. BACKER ROD I STRUCTURAL SEALANT -^ SHIM SPACE & APPROVED IIf EXTERIOR 1 SEALANT ltll 1/4' MAX BACKER ROD WOOD FRAMING-� I ? SHIM SPACE METAL S APPROVED ALANT OR 2X BUCK METAL STRUCTURE BY OTHERS JAMBINSTALLATIONDEM[L BY OTHERS STRUCTURE BY OTHERS METAL STRUCTUREINSTAUA77ON VERTICAL CROSS SECTION SIGNED:OM4/2016gut I to WOOD FRAMING OR2X BUCK INSTALLATION MI WINDOWS AND DOORS MERTICAL ROSSECTION 60 WEST MARKET S0 '/S. �9i STRUCTURE INSTALLATION G PA 1 7 ENS ,y b F' NOTES: SERIES 185 ALUMINUM TWIN SINGLE HUNG WINDOW * 0 I -* i,INTERIOR AND EXTERIOR FINISHES BY OTHERS, 106_X72- NON-IMPACT WI 1 t4� NOTSHOWNFOACLAAITY FINLESS INSTALLATION DETAILS THOUT FILLERS TAT OF a PERIMETER AND JOINTSEALQAR'BYOTHERSTOBE pCAWN: DSYG N0. �'c••.aCORZ�Q:•\�'��DESIGN WI FDINACCORDANCETHASTME2112 RLVN.G. 08-02547 A S!" �G\� �A`E NTS of 12/09/14 s"9 OF 14 /�/171111111 r, _ 2 1/2" MIN. RMCNs EDGE DISTANCE FEY CESCPoPTION OATS APPRWEO CONCP.ETE/MASONRY A P,EVISED ANCHOR SPACING&CHARTS 07/11/16 R.L. BY OTHERS "•" a' ' ° ' Y ea 1 1/4" MIN. OPTIONAL i X BUCK " " ' " " EMBEDMENT SEE NOTES 3 — 7 1 1/4" MIN, SHEET 1 + II { EMBEDMENT � CONCREiE/MASONRY OPTIONAL 1X BUCK 1/4" MAX. BY OTHERS BACKER ROD_/ >—' SHIM SPACE > I SEE NOTES 3 — 7 APPROVED .v ! SHEET 1 SEAUVNIT , > I 3/16" TAPCON 3/16" TQ?CON �. .• r !/ 1 SHIM, MAX.SHIM SPACE ° INTERIOR EXTERIOR 7 INTERIOR 2 1/2" 9 I MIN. EDG c e I! lI J yl DISTANCE " EXTERIOR v I BACKER ROD & APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF CONCRETE/MASONRYINSTALLATION BACKER ROD APPROVED & SFR�� STRUCTURAL SEACAN7 rr OPTIONAL 1X BUCK _ 1 4" VAX. NOTES: +� / 1.INTERIOR AND EXTERIOR FINISHES;BYOTHERS, SEE NOTE 3 — 7 SHEET 1 �- SHIM SPACE NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED 1NACCORDANCE WITHASTM J:2i72 CCNCREfE/FAASOERY �. a SIGNED:07114/2016 BY OTHERS q ti "Y `..d Ms so{w�sOrWM AND SDOOERS ��``\\5 p-LO��''�i < GRATZ, PA 17030-0370 v,•��GEN& 9�p VERTICAL CROSS SECTION SERIES 185 ALUMINUM TWIN SINGLE HUNG WINDOW COAICRETEIMASONRYIIVSTALLA710M 106"X72" NON—IMPACT '�� - •` FINLESS INSTALLATION DETAILS WITHOUT FILLERQ oFAw: D11C NO. ORti�P' c E MTE O8 SOE2L547 A Al NTS 12/09/14 10 OF 14 RensoNs 1/2" MIN EDGE DISTANCE REV =tRimm DATC aPPRmn WOOD FRAMING 3/4" MIN A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 1 3/8" MIN EDGE DISTANCE OR 2X BUCK EMBEDMENT METAL 1 3/E" N•1N, �, 1/4" MAX. B" OTHERS STRUCTURE EMBEDMENT SHIM SPACE BY OTHERS INTERIOR SACKER ROD .j 1/2" MIN L: APPROVED SHIhA SPACE � t/4" MAX. J SEgLA APPROVED - SHIM SPACE EDGE DISTANCE SEALANT RIGID i70 WOOD SCRE'N S S RI CR + Il FILLER SELF DRILLING10 Sv00D Z RIGID SCREW SCREW FILLER EXTERIOR 1 I WOOD FP,Ah/,ING EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & APPROVED RIGID APPROVED I INTERIOR �i�, FILLER JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCKINSTALLATION METAL EXTERIOR f I INTERIOR BYRUTURE OTHERS SHIM"SPACE #10 SMS OR INTERIOR SELF DRILLING SCREWS SILL TO BE SE, T_ IN A BED OF 3 4- MIN. J 1 SILL 70 BE SET / APPROVED I IN A BED OF EDGE DI5TAh:CE 'I STRUCTURAL I APPROVED f Sv LAN-1 ( STRUCTURAL BACKER ROD j SEALANT EXTERIOR 1 do APPROVED 1/4„ MX- BACKER ROD SEALANT r r SHIM SPACE & APPROVED 7 RIGID BACKER D ti SEALANT _ 1/4` MAX. FlLLE4 & APPROVED WOOD FRAMING i SHIM SPACE SEALANT OR 2Y. BUCK BY OTHERS META STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLATION SIGNED:0711412016 VERTICAL CROSS SECTION ll11 11l WOOD FRAMING OR2X SUCK INSTALLATION M! WINDOWS AND DOORS �\\ P, •COS VERTICAL CROSS SECTION 650 WEST MARKET STREET N�\�\`r.-•• dJ9�i� METAL STRUCTUREINSTALLATION GRATZ. PA 17030-0370 SERIES 185 ALUMINUM TWIN SINGLE HUNG WINDOW Z:*• D 1 � NOTES: 106"X72" NON—IMPACT 7.INTERIOR AND EXTERIOR FINISHES.BYOTHERS, FINLESS INSTALLATION DETAILS WITH FILLERS � E OF NOTSHOwNFOR CLARITY. 2 PERIMETER AND JQINTSEALAMBYOTHERST08E OWN: aac nlo. Rtv ��Fs FCORt�4'G\�\� • DESIGNED IN ACCORDANCE WTTNASTM.E2112 N.G, 08-02547 A / / Q \ scnie otire sR� //j zoNA1111�\\\\ NTS 12/09/14 11 OF 14 q• . , it i i _ 2 1/2" MIN. aEvraans EDGE DISTANCE asv 0MV-•I0N DATE I AIPaOVED CONCRETE/MASONRY A P,EVISEO ANCHOR SPACING Pi CHAP.TS 07/11/76 f R.L. BY OTHERS ?'A �' d + 1 1/4" MIN. OPTIONAL TX BUCK SEE NOTES 3 — 7 1 1 4" MIN. SHEET 1 I k { 7 EMBEDMENT CONCRETE/MASONRY 1/4" MAX. j BY OTHERS OPTIONAL 1X BUCK BACKER ROD SHIM SPACE ^ SEE NOTES 3 — 7 2c APPROVED I ' SHEET 1 SEALANT C o RIGID I 3/16" TAPCON 3/16" TAPCON +1 1/4' MAX,_ FILLER Nil, % r—SHIM SPACE . o tQ r I INTERIOR � 1 I 1 EXTERIOR � � INTERIOR 2 1/2" '1y� .•1 r � � J MIN, v =oc£ J� C DISTAVCE7 \ ^ `BACKER RODEX7ER10R RIG;D—/ &I APPROVED FILLER SEALANT ... SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF COMCRETEIMASONRYINSTALLATION BACKER ROD APPROVED APPROVED STRUCTURAL SEALAA? SEALANT OPT IONAL IX BUCK 1/4" IAAX NOTES: SEE. NOTE 3 — 7 SHIM SPACE 1.IMEMORANO EXTERIOR FINISHES;8YOTNERS, SHEET 1 NOTSNOWN FOR CLARITY. 2,PERIMETER AND JOWT SEALANTOYOTNERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS CONCRETE/MASHERSONRY 4 • SIGNED.071141,2016 , .,� •+a MI WINDOWS AND DOORS \�S Rtltlo��,�� 650 WEST MARKET STREET " • ` GRATZ, PA 17030-0370 `ter•y�CENg:1f�9ip�� VERTICAL CROSS SECTION SERIES 185 ALUMINUM TWIN SINGLE HUNG WINDOW1 1t= CONCRETE/MASONRYINSTALLATION 106"X72" NON—IMPACT — 1{,r ' FINLESS INSTALLATION DETAILS WITH FILLER �� TATE OF t anrN 7so. aav �'cF��CORIOQ:G �� NTS °A 12/09/14 08� 512 OF tb 47 A ,fOVA'L'C\` u' • 1 1/4- MIN. REvuiDrr #8 WOOD EMSEOMENT WOOD REV DEscR,Prau DAT: APPROVED SCREW FRAMING A REVISED ANCHOP. SPACING &CNARTS 07/11/16 R.L. BY OTHERS i 1/4" MAX. SHIM SPACE 7/1-0" MIN J EDGE DISTANCE MOOD FRAMING 1,4" MAX BY OTHERS 1 SHIM SPACE I i G1 INTERIOR 1 1/4" y MIN, EXTERIOR N EMBcDMFNT ...- 5 INTERIOR J8 WOOD 7/1 S_ MIN EDGE DISTANCE EXTERIOR ,f JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 � 7 1/4" MAX NOTES. i F I j SHIM SPACE 1.1NTERIORAND EXTERIOR FINISHES BYOTHERS NOT SHOWN FOR CLARITY. i P-PERIMETERAND JOINT SEALWrSYOTHERS TO SE 7/i6" MIN J DESIGNEDINAGCORDANCEW?HASrME2fi2 EDGE DISTANCE � ;Js WOOD WOOD SCREW SIGNED:0 711 412 0 1 6 I I EY OTHERS G I 1 1/4" MIN. EY OTHE?5 EMBEDMENT MI WINDOWS AND DOORS x%1111ItlljI/ VERTICAL CROSS SECTION 650 ST MARKET GRATZ PA 17030 0370 WOOD FRAMING OR2KSUCKINSTALLITION SERIES 185 ALUMINUM TWIN SINGLE HUNG WINDOW :_t a 1 *= 1 L NON—IMPACT INSTALLATION /k rt9i• = FIN INSTALLATION DETAILS p TATc OF y� orati,R: mnc No. REY �'OF�;'cCORIOQ:G=�� OB-02547 A SCALE NTS P0'E 12/09/14 �Er13 OF 14 lOfl111 I,, 2 J/1 0' 1 7/8 = " 1 3/8'�— q vraCru _ I 2 3, �? 2 3/i 6" R-V DATE nPPRova csscwmiow I /16 I 2 / 1fi L_^--�f Q 0 15" r 1 J FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB CM-78501 CM-18503 CM-18552 CM-18513 ALUMINUM 6063-T5.050'THICK ALUMINUM6063-75.050•THICK ALUMINUM 6063-T5.050"THICK ALUMINUM6063-T5.050"THICK 5/8" 2 5/16' -1 {--2 5/1 6"--i 2 5/'6"—{ t i F 1/8- ANN. -,/E' ANN. tlI METAL REINFORCED 2 s/16- — 2 3,/3 EUTYL SPACER �j r ` I EXTERIOR I t 3 3/<i i, I� INTERIOR OR i 1 2 13; � riJl 5/c" 617E � SILICONE 2 5/16- ( —i G SEA..4P<T L L �: 1 F 1 r r r SETTING BLOC. FLANGE FRAME SILL FINLESS FRAME SILL FIN FRAME SILL FIN FRAME HEAD FIN FRAME JAMB GLAZING DETAIL A CM-lM2 CM-16554 CM-18509 CM-Ims CM-18510 ALUMINUM6063-T5.055'THICK ALUMINUM6063-T5.055•TNICK ALUMINUM 6063-T5.055'THICK ALUMfNUM6063-T5.050-THICK ALUMINUM 60634M.050'THICK 3/16-PN Y i T/io" 5 a— �_�� 1/8- EXTERIOR i !INTERIOR SILCONE r 2 c�10••R J I 1 P Ls/g• g:TE mil SI ALANT SETTtNj ?�- BLOCK GLAZING DETAIL B LOCK RAIUSTILE SASH BOTTOM RAIL MEETING RAIL GLAZING BEAD CM-16505 CM-16555 CM-16504 V-663 ALUMINUM6C63-T$.062'THfCK ALUMINUM6063-T5.050"THICK ALUMINUM6063-75.055'THICK RIGIDPVC.060-THICK �- --{-15/16" 1 3/8" I I- 7_u I !i SIGNED.07/1`412016 5/ � 15/t0" I i i MI WINDOWS AND DOORS s 16 2 3 ' l / / 1 650 WEST MARKET STREET \� \S R LCL/////i GLAZINGBEAD TSASHS77LE GRATZ, PA 17030-0370 `�v•4�GENS '9�� V-185 CM48507 SERIES 185 ALUMINUM TWIN SINGLE HUNG WINDOW 1C- 0 RIGIOPVC.050'THlCK ALUMINUM6063-T5.050"TNfCK 10E X72" NON-IMPACT =ti'G �� VERTICAL MULLION VERTICAL MULLION COMPONENTS "_. TA7EEEE OF <er— SECT5764 CM-18514 ,,�m; pEv �'c�''rLQRtOP'�� ALUMINUM6063T6.125'THlCK ALUMlNUM600575.r56'THICK 'cu[NTS Dare 12/09/74 06 02547 OF 74 /�517oNA4tE�G��\ 0