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Home My WebLink AboutProduct Approval /7/2G'i6 Florlds Les dirg Gc Gniii: __75141 r `° 4(g1 F`'�' s p" ,'r$I '',,. -•" ,,r( t 3J" r. .i � i�(,�} I� .r� k ............. Al ' iy BCIS Home { Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC staff BCIS Site Map Links Search deba pr {, .` PER:Pub Approval RECEIVED ��' USER:Public User Product Approval Menu>Productor Application Seardi>Application List>Application Detail SEP 2 9 2017 t s FL# FLz4z-R20 PERMITTING Application Type Revision St.Lucie County, FL 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 V Product Manufacturer PGT Industries (7, �01A Drin. ffss�� t' Address/Phone/Email 1070 Technology ve ` " t`a North Venice, FL (941) 486-0100 fxt 22318 druark@pgtindustries.comj . Ing Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative )ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory H(I orizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method.1 Option A Date Submitted 03/15/2016 Date Validated 03/22/2016 https:/AwNw.floridabuilding.org/pr/prapp dfl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x9PPaiMYtX5xTYbjGo°/a3d 1/4 SR/20 .. Florida Eul!dirg Goa rdice Date Pending FBC Approval Date Approved 03/22/2016 Summary of Products_ FL# Model,Number or Name !Description 242.1 HR- 210(Non-impact) Aluminum Horizontal Roller Window i Limits of Use Certification Agency Certificate ! Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0609.OS,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2017 i Design Pressure N/A Installation Instructions Other: Please see the Miami-Dade County Notice of I FL242 R20 II 15-0609,05,odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size, and spacing : Created by Independent Third Party: i information, i Evaluation Reports Created by Independent Third Party: 242.2 HR- 510(Impact) WinGuard Vinyl Horizontal Roller Window -- Limits of Use –� I Certification Agency Certificate – Approved for use in HVHZ:Yes FL242 R20 C CAC 1 5-0612 14 odf I Approved for use outside HVHZ:Yes i Quality Assurance Contract Expiration Date Impact Resistant:Yes 102/17/2021 Design Pressure- N/A i Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R20 1I 15-0612.14.odf Acceptance (NOA)for product performance information, Verified By: Miami Dade BCCO-CER ! anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports i Created by Independent Third Party: 242,3 E HR- 610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0519.10.odf Approved for use outside HVHZ:Yes i Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R20 H 15-0519.10.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO- CER anchorage details, and anchor type, size, and spacing ( Created by Independent Third Party: information. I Evaluation Reports i Created by Independent Third Party: 242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes I FL242 R20 C CAC 15-0519.09.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes ( 12/21/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R20 II 15-0519,09.odf w Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER ! anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports17777777777777 j Created-by-independent Third Party: 242.5 i HR-810 (Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FL242 R20 C CAC 14-0320.04 LM.odf j Approved for use outside HVHZ:Yes I Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R20 II 14-0320.04 LM.odf Acceptance (NOA)for product performance information, I Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type, size,and spacing Created by Independent Third Party: I information. Evaluation Reports I __........ -----. —�_ Created by Independent Third Party: 242.6 HR- 810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL242 R20 C CAC 15-0609.04 SM2.odf f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 4 Impact Resistant:Yes 11/01/2017 Design Pressure: N/A Installation Instructions ! Other:Please see the Miami-Dade County Notice of FL242 R20 II 15-0609.04 SM2.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: i information, https://w,vw.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x9PPaiMYtX5xTYaiGo%3d 214 RECEIVE® SEP 2 9 2017 MIAMI-DME PERMITTING MIAMI-DADE COUNTY St Lucie County,�ODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE l�1 x05 S; 2tilStreet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION°r� • r T�7 } 15- F(78 6)315-2599 EPT CE 4 f s =a�� L j' riww.miamdade.eov/economv „�- PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Veloci Hurricane Zone.- DESCRIPTION:Series"HR-610"Aluminum Horizontal Rolling Window-N.I. APPROVAL DOCUMENT:Drawing No.4127-20,titled"Alum.Horizontal Roller Window,Non- Impact",sheets I through 12 of 12,dated 02/27/06,with revision D,dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affectung the performance of this product. n-RAUN-A-T-IOl-of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other-purposes shall automatically terminate this NOA. Faihrie to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1114.05 and consists of this page I. and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.10 MIAMI-DADE COUNTY Expiration Date: July 27,2021 ?1211 Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 06-0327.04) 2. Drawing No. 4127-20,titled"Alum.Horizontal Roller Window,Non-Impact",sheets 1 through 12 of 12,dated 02/27/06,with revision D dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram-of an aluminum horizontal sliding window(OX),prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5005, dated 10/05/06, signed and sealed by Edmundo Largaespada,P.E. (Subrnitted under NOA No. 06-0327.04) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window(OX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4857,dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.06-032 7.04) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,TAS 202=94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window(XOX),prepared by Fenestration Testing.Labozat_oiy_,J.nc Test___ Report No. FTL-4860,dated 02/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0327.04) Manueere .);. Product Contr Exa,finer NOA No.1S- 519.10 Expiration Date: July 27,2021 ' Approval Date: July 092015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-511 Edition(2014),dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. ' 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51'Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed-and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-5005,issued by Fenestration Testing Laboratory,Inc., dated 11/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0327.04) 4. Laboratory compliance letter for Test Reports No. FTL-4857 and FTL-4860, issued by Fenestration Testing Laboratory., Inc., dated 02/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0327.04) G. OTHERS 1. Notice of Acceptance No. 11-1114.05, issued to PGT Industries for their Series "HR-610" Aluminum Horizontal Roller Window - N.I., approved on 02/09/12 and expiring on 07/27/16. Manuel Per , E. Product Control xa iner NOA No. 15- 19.10 Expiration Date: July 27,2021 Approval Date: July 09 2015 E-2 ii GENERAL NOTES:NON-IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS: 21 5 A.3/16"ANNEALED GLASS B.3/16'TEMPERED GLASS NO!vt C.114"ANNEALED GLASS 112*GLASS BITE 0.114"TEMPERED GLASS E.13/16-I.G.,1/8-ANNEALED OUTBOARD,9/16'AIR SPACE,118-ANNEALED INBOARD 51 ---@80 01R �B81 NOA DRAWING MAP F.13116-I.G.,118"TEMPERED OUTBOARD,9/16"AIR SPACE.118"TEMPERED INBOARD I 3116"ANNEALED OR SHEET '—TEMPERED GLASS GENERAL NOTES.............1 G.13/16'LG.,3/16'ANNEALED OUTBOARD,7116"AIR SPACE,3/16"ANNEALED INBOARD GLAZING DETAILS I H.13116"LG.,3118"TEMPERED OUTBOARD,7116"AIRSPACE.3/16"TEMPERED INBOARD 3/16"MONOLITHIC GLASS DESIGN PRESSURES 2-4 ELEVATIONS.....................5 1.13/16"LG.,3/16'ANNEALED OUTBOARD,112"AIR SPACE,118'ANNEALED INBOARD VERT.SECTIONS.............6HORIZ.SECTIONS............6 .. . J.13116"LG.,3116"TEMPERED OUTBOARD,112"AIR SPACE,118"TEMPERED INBOARD PARTS LIST 50 EXTRUSIONS .......7 21 .....�8 2.CONFIGURATIONS:OX,XO XOX ..........................CORNER DETAIL 6 ANCHORAGE....................9-12 1 DESIGN PRESSURES:(SEE TABLES,SHEETS 2 THROUGH 4) A1/2*NOM. 57 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GLASS BITE B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. ::p'. A--( 82 0�R8 3 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. I--- - 1/4"ANNEALED OR SEE SHE ETSS THROUGH 12 FOR ANCHORAGE DETAILS. -4 TEMPERED GLASS 5.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT 1/4"MONOLITHIC GLASS RESISTANCE IS REQUIRED, 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, 0 7.REFERENCES:TEST REPORTS FTL-4857.FTL-4860 AND FTL-5005. 21 5PRODUCT REVISCD ZE ELCO TEXTRON NORS -000lplyin with if.Florida ANSIIAF&PA NDS FOR WOOD CONSTRUCTION H ildIr9Cda ALUMINUM DESIGN MANUAL Arupt..N. 1/2"NOM. 1,*I;-Dal. 8.SERIES/MODEL DESIGNATION HR610,PREVIOUSLY REFERRED TO AS HR710. 59 GLASS BITE By 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE . ......... IvIlmni ade zoduct tro A� FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 52 1/8"OR 3/16"ANNEALED OR TEMPERED GLASS ....... 7116",V2"OR 9/16"AT SPACE v 1/8"OR 3/16"ANNEALED OR TEMPERED GLASS j'6105 13116"INSULA GLASS 3of L.M. 5114115 D 5 IN EDITION(20}4)FBG UPDATE GENERAL NOTES,FLANGE A INTEGRAL FIN 1070 TECHNOLOGY FL J.J. 10(17/11 C FBC2010 CODE CHANGE KVENICE,FL.34. -T ft DATrN0TE3T0A3TME ALUM.HORIZONTAL ROLLER WINDOW NON-IMPACT "o, F.K. 411107 C GE NOTE 0 TO-CURUT18AMN'3AML002"I"' 1;"'Im DII, e .reee I N(?.d A LYNN MILLER. llttltURP.E. 34274 Vulbly Be,w HR610 NIS I'l i2 4127-20 I'D P.Elp 58705 FK 2127,V6 _j XOXJI]4,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) TABLE i. WINDOW GLASS -- WINDOW HEIGHT WIDTH TYPE 24" 26" 36" 38 318!1 48" 505181, 1 54" 1 60"-67,6 +65.0 63I-65 A,EJ +7&0 -150.0 +75.0 -150.0 +75.0 -131.2 +75.0 -123A +75.0 1 -88.7, +76-0 -82,1 +75,0 -75.2 +67.6 C +76.0 -150,0 +75.0 -150.0 +76.0 -146.2 +75,0. -133.9 +75.0 1 -100.0 +75.0 -93.5 +76.0 -86.4 +75.0 -76.0 471.7 71.7 B,D,F,H.J +75.0 -150,0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -160.0 +75.0 -150,0 +75.0 -142.5 +75.0 -1,34.4 G +75,0 -150.0 .+75.0 -160.0 +75,0 -150.0 +75.0 -150,0 +75.0 -137.5 +75.0 -128.8 +76.0 -118.8 +75.0 -104.6 +76.0 -98,6 A,E,I +75.0 -150.0 +76.0 -150.0 +76.0 -119.6 +76.0 -109.4 +76.0 -82.7 +75.0 -78.7 +73.2 -73.2 +03.1 -63.1 +58.6 -58.6 531[8" C +75.0 -150.0 +75.0 -150.0 +75,0 -137.7 +75.0 -126.7 +75.0 -93.0 +75.0 -86.6 +75.0 -80.0 +70.2 -70.2 +66.1 -66.1 B,D,F,KJj +75.0 -160.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75,0 -160.0 +75,0 -149.9 +75.0 -131.6 +75.0 -124.0 G 1 +76.0 -150.0 +75.0 -150.0 +76.0 -150.0 +76.0 -1%0 +75.0. -127.8 +75.0 -119,3 +75.0 -110.0- +75.0 -96.5 +76,0 -90.9 A,Ej +75.0 -150.0 +75.0 -160.0 +75,0 -104A +75.0 '92.0 +75.0 -76.6 +71.5 -71,5 +65.9 -65.9 +57.7 -57.7 +54.8 -54.B- 601, C +75.0 -150.0 +75.0 -150.0 +75.0 -129.4 +75,0 --117.5 +75.0 -85.6 +75.0 -79.7 +73.3 73.3 +64.0 -64X +60.2 -60.2 B.D,F.H.J +76.0 -150.0 +76.0 -150.0 +75.0 -150,0 +75.0 -150.0 +75.0 -150.0 +75.0 -149.5 +75.0 -137.3 +75.0 -120.0 +75.0 -112.9 G +75,0 -150.0 +75.0' -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -117.7 +76.0 -109.6 +75.0 -100.7 +75.0 -8B.0 +75.0 -62,8 A.EJ +75,0 -105.2 +75.0 -106.2 +76.0 .105.2 +75.0 -105,2 +75.0 -75.6 -+70.0 70.0 +63.9 -63.9 +55.3 -55.3 +51.8 -51.8 74" C +75.0 -105.2 +75.0 -105,2 +75,0 -105.2 +75.0 -105.2 +75.0 -75.6 +70,0 -70,0 +63.9 -83,9 +55.3 -56.3 +51.6 51.8 -6,'D.-F,H.J +76,0 -160.0 +76.0 -150.0 +75.0 -150.0 +76.0 -150.0 +75.0 -140.0 +76.0 -131.2 +76.0 -119.8 +75.0 -103.7 +75.0 -97.1 G +75.0 -144.6 +75.0_ -144.8 +75.0 -144.6 +75.0 -144.6 +75.0 -104.0 1 +75.D -96.2 +75.0 -87.8 +75.0 -75.4 +71,2 -71.2 A,E,I .+75,0 -81.6 +75.0 .81.6 +75.0 -79,5 +75.0 -76.7 +63.6 -63.6 1 +60.5 -60.5 +57,0 -57.0 +50.,3 .60.3 +47.7 -47T 841, Q +75,0 -81.6 +75.0 -81.6 475.0 -81.6 +76,0 -81.8 +71.2 -71.2 1 +65.5 -65.5 +69.5 -59.5 +51.T .5-1.1 +47,7 -47.7 -i,`DTKJ-77-6X -160.0 +76,0 -150.0 +75A -150,0 +75,0 -150.0 +75.0 -133.6 +75.0 -122.9 +75.0 -111.5 +75.0 -95.6 +75.0 -89.5 G +75.0 -112.2 +75,0 -112.2 475.0 -112.2 +75,0 -112.2 +75.0 -97.9 +76.0 -90.1 +75.0 -81.0 +70.3 70.3 +65.6- -66.6 A,Ej +62,5 -62,5 +62.5 -62.5 +62.5 -62,5 +62,5 -62.6 +68.0 -58.0 +56,3 55,3 +522 -52.2 +47,5 -47.5 +44.2 -44.2 C +62.5 -62.6 +62.5 '-62.5 462.5 -82.5 +62.6 -62,5 +625 -62.5 +62.0 -62.0 +55.9 -55,9 +47.5 -47.5 +44.2 -44.2 96„ T-,DFHJ-+75.0 -117.2 +75.0 -117.2 +75.0 -117.2 +75.0 -117.2 +75.0 -117.2 +75.0 -116.3 +75.0 -104.8 +75.0 -89.1 +75.0 -82,8 G +75,0 -85.9 +75-0 -85.9 -+75.0 -85.9 +76.0 -85.9 +75.0 -85.9 +75.0 -85,3 +75.0 -76,8 +65.3 .65.3 +60.8 -60.8 A,E,I +51.4 -51.4 +50.9 .50.9 +50.9 -50.9 +50.9 -50.9 +50.9 r60.9 +50.9 -50.9 +48.3 48.3 +43.5 -43.5 +41.7 -0.7 106 318" C +51.4 -51.4 +50.9 -50.9 +50.9 -50.9 +50.9 -50.9 +50.9 -50.9 +60.9 -50.9 +50,9 ZO.g +45.3 -45.3 +42.0 12.4 B.D.F,H,J +75.0 -96A +75.0 -95.5 +75.0 -95.4 +75.0 -95,4 +75.0 -95A +75.0 -95.4 +75,0 -95A +75.0 -85.0 +75.0 -78.7 G +70.7 -70.7 +70.0 .70.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 +70.0- -70.0 +62.3 -62.3 +57.7 57.7 A,E,I +60.0 -50.0 +49.5 -49.5 +49.4 -49.4 +49A -49.4 +49.4 -49.4 +49.4 -49.4 +47.3 47.3 +42.9 -42.9 +41.1 -41.1- 108" c +50,0 -50.0 +49,6- -49.5 +49.4 149.4 +49.4 1 49.4 +49A 49A +49.4 49.4 +49.4 49.4 1 +45.0 46.0 +41.7 -41.7 B.D,F,H,J +75,0 -03.8 +75.0 -92.7 +75.0 -92.6 +75,0 -92,8 +75,0 -92,6 +75.0 -92.6 +75.0 492.6 +75.0 w84A +75.0 -78.2 G +68.8 -68.8 +68.0 -68.0 +67.9 -67.9 +67.9 -67.9 +67.9 .87.9 +67.9 -87.9 +67,9 -67.[) +61.9 -61.9 +57.3 -57.3 PRODUCT REVISED lyigwith th.Flosida A,E,I +47.6 -47.6 +46.9 -46.0 +46.7 -46.7 +4G.7 -46,7 +46.7 -46.7 +46.7 -46.7 +46.0 -46.0 +41.7 -41.7 +39.9 -39.9 w..pC"' -t47 -47.8 +46.9 -45.@ -46.7 +46J -48.7 +46.7 -46.7 +46.7 -463 +46.7 46.7 +44.6 44.6 +41.2 -41,2 A 11 W-1110 C .6 +46.7 .'g._._.. 36 I3,D,F,KJ +76.0 -B9,3 +75.0 -88.0 +75.0 -87.7 +75.0 -87.7 +75.0 -67.7 +75.0 .87.7 +75.0 -87.7 +75.0 -83.6 +75.0 -77.3. +66.5 -65,5 +64 -84.5 +64.3 .64.3 +64.3 -64.3 +64.3 .64.3 +64.3 -64.3 +6d.3 -64. +61.3 81.3 +56.7 -56.7 IlY A,E,I +41.7 -41.7 +40,7 40.7 +40.0 4 . -40.0 +40.0 -40.0 +40.0 -40,0 +40.0 40.0 +38.7 3B.7 +36.9 -35.9 C +41.7 41,7 +401 -40.7 +40.0 40.0 +40.0 40.0 +40.0 -40.0 +40.0 40.0 +40.0 40.0 +40,0 1 40.0 +40.0 10.0 B,D,F,H,J +75.0 -78.1 +75.0 -78.4 +75.0 -76.0 +75.0 -75,0 +75.0 -76.0 475.0 76.0 +75.0 -75.0 +75.0 -75.0 G 1 +57,3 -67.3 +50.0 -66.0 +55.0 -55.0 +55.0 1 .55,0 +55.0 .65.0 1 ;55.0 -55.0 +65,0 55.0 �-0 -55TO +65.0 -55. 'TIJ GLASS TYPES; A.3116"ANNEALED F.13116'I.G.,1/8"T,9116.-AIRSPACE,1/67 'o TEST REPORTS:FTL4860 S.3115"TEMPERED G.13116'I.G,,3116"A,7116"AIRSPACE,3116"A H.13116"I.G.,3116-7,7116"AIR SPACE,V16"T FTL-5005 C.114"ANNEALED 'k, 5 D.*114"TEMPERED 1,13118"I.G.,3/16-A,112'AIRSPACE,1/8"A -!c .... ............... E.13/18"1,G.,118"A,9/16"AIR SPACE,1/8"A J.13/16-I.G.,3/16-T,1/2!'AIR SPACE,V&'T X,r2-- q of L.M. 5114115 D NO CHANGETHIS SHEEr PRESSURES,XOX(114-112-114) c" ow xo+aw• 1070 TEONNOLOOY DRIVEf)mo J.J. 1�17111 c CHANGE THIS SHEET VENICE,FL 3V76 < RO,BOX 1529 IUM,HORIZONTAL ROLLER WINDOWNON-IMPACT 1.�- - A. F.K. 11107 �8 UPGRADE TABLE DPS PER ASTMS 1300-02 A ADD LF.FRAME K'IL P.E. NOKOMIS.FL 30274 D REA 587D5 -F.Z7-Z?710 I-Z"' Mwoo I - I NTS 2 -12 41 Visibly Baf� RR6yo 27-20 XOX(1/3,113,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER)TABLE 2. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 24!' 26" 36' 38 318" 48" 606181, 41, 60" 63" A,C,E,l +75.0 -140.61 +75.0 -140.6 +75.0 1-128.6 +75.0 -118.5 +75.0 -90.0 +75.0 -84.4 1 -75.01 -78.3 +69.2 -69.2 .+65.6 -65.5 48" B,D,F.H,J +75.0 -150.0 +75.0 -150.0 +75.0 1-150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 175.0 1-146J +75.0 A29.8 +75.0 -122.7 G +75.0 -150,0 +75,0 -150.0 +75.0 -150.0 +75,0 .150.0 +MO -123.8 +75.0 -116.1 +75.0 -107.6 +75.0 -95.2 +76.0 -90.0 A,C,E,i +75.0 -114.8 +75.0 -114,8 +75.0 A14.8 +75.0 -110,2 +75.0 -83.1 +75.0 -77.9 +72.0 -72.0 +63.6 -63.6 +00.1 -60.1 631/6" B,D,F,H.J +75.0 -160.0 +75.0 -150.0 +75.0 1-160.0 +75,0 -150,0 +75.0 -150.0. +75.0 -146.0 +75.0 -136.1 +75.0 -119.2 +75.0 -112.6 G +75.0 -150.0 +75.0 -150X +75.0 -150.0 +75.0 1-150.0 +75.0 -114.3 +75,0 -107.1 +75.0 -99.1 +75.0 -87.4 . +75.0 -82.6 A,C,E,l +75.0 -90.0 , +75.0 -MO +75.0 -90.0 +76.0 -90.0_ +75.0 -75.8 +70.9 1 -70.9 +65.5 -65.8 +67.6 .57.6 +54.3 -54.3 60" (3,D,F,H,J +75.0 -150.01 +75.0 -150.0 +75.0 -150.0 +76.0 -150.0 +75.0 -142.1 +75.0 -132.9 +75.0 :122.7 -1-75.0 -1080 +75.0 -101.9 G +75.0 -123.8 +75,0 -123.8 '+75.0 -123.8 +75.0 A23.8 +75.0 -104.2 +75.0 -97.5 +76.0 -90.0 +75.6 -792 4-74.7 -74,7 A C.E 1 +74.4 -74.4' +74.4 -74.4 +74.4 -74.4 +74.4 -74.4 +70.8 -70.8 +66-1 -66.1 +60.9 -60.9 +63A -53.4 +50.3 -50.3 66- -8,�-,F,HJj' +75.0 -139.5 +75.0 -139.5 +75.0 -139.5 +75.0 -139.5, +75.0 -132.7, +75.0 -123.9 +76.0 , -114.2 +75.0 -100.2 +75.0 .94.4 G +75.0 -102.3 +75,0 -102.3 +75.0 -102.3 +75.0 A02.3 +75.0 -97.3 +75.0 -90.8 +75,0 -83,7 +73.5 -73.5 +69.2 -69.2 A,C,E,t +62.5 -615 +62.5 -62.5 +62.5 -62.5 +62.5 -62.5 +62,5---62.5 -+62.1 -62.1 +57.1 -57.1 +50.0 -%0 +47.1 147.1 72" B,D,F,H.J +75.0 -117.21 +75.0 -117.2 +75.0 -117.2 +75.0 -117.2 +75.0 -117,2 +75.0 -116.51 +75.0 -107.1 +75,0 -MB +75.0 -88.2 G +75.0 -85,9 +75.0 -85.9 +75.0 -86,9 +75.0 -85.9 +75.0 -85.9 +75.0 -65.4 +75.0 -78.6 +68.8 -68.8 +64.7 -64.7 A,C,E,l +59.2 -59.2 +69.2 -59.2 +59.2 -59.2 +59.2- -59.2 +59.2 -59.2 +59.2 -59.2 +56.0 -56.0 +49.0 A9.0 +46.1 146. 74" B,D.F.H,J +75.0 .-111.0 +75.0 -110.91 +75.0 1-110.9 +75.0 1-110.9 +75.0 -110.9 +75.0 -i10.9 +75.0 -105,1 +75,0 -91.9 +75.0 -86.4 G +75.0 -81A +75.0 -81A +75.0 1 -81.4 +75.0 -81.4 +75.0 -81.4 +75.0 -81.4 +75.0 -77.1 +67.4 .87.4 +83.4 -63.4 A,C,E,l +46.9 -46.9 +46.2 A6.2 +45.9 -45.9 +45.9 45,9 +45.9 -45.0 +45.9 -45.9 +45,9 -45.9 +44.7 -44.7 +42.0 142.0 84, 8,D,F,H.J +75.0 -87.9 1 +75.0 -86.5 +75.0 -66.1 +75.0 -86.1 +75.0 .86.1 +75.0 -86.1 +76.0 -60.1 +75.0 -83.9 +75.0 -78.7 G +64.5 -64.5 +63.5 -63,5 +63.1 .63.1 +63.1 -63.1 +63.1 -63.1 +63.1 -63.1 +63.1 -63A +61.5 -61,5 +57.7 -57.7 A.C,E,l +41.7 141.7 +40.7 40.7 +40.0 40.0 +40.0 140.0 +40,0 40.0 +40.0 AO.0 +40.0 40.0 +40.0 40.0 +40.0 40.0 90" 13,D,F,H,J +75.0 -78,1 +75,0 -76.4 +75.0 -76.0 +75,0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 475.0 -76.0 1- G +57.3 -57.3 +56.0 -56.0 +55.0 -55.0 +55.0 55--.0 +55,0 -55.0 +55.0 -55.0 +55.0 -55-0. +55.0 -55.0 +55.0 -55,0 GLASS TYPES: A.3/16"ANNEALED F.13116'I.G.,IIW'T,9/16-AIR SPACE, IJWT PRODUCTRMSLD TEST REPORTS:FTL4860 B.3116"TEMPERED G.13116'1.G.,3/16'A,7/16'AIRSPACE,3/16"A as"-plyi.&"iai lfa Floddft B.1IdLpgC,,d- FTL-5005 C.1/4"ANNEALED H.13/16"I.G.,31167 A"pt No rLl ,7/16"AIR SPACE,3/16"T 1! D.1/4"TEMPERED 1.13116"I.G.,3/16"A,112"AIR SPACE,1/8"A By E.13116"I.G.,1/8-A,9/16"AIR SPACE,118"A J.13116'I.G.,311&'T,1/2"AIR SPACE,118"T Mi adaPmductC a \N i-'- �'^' r r1O C L.M. 5114116 D 140 CHANGE MS SHEEr .1-n fl-lv ESSURES,XOX(113-113-113) J.J. 10/17/11 C N CHANGE THIS SHEET VENICE,FL34276 W, . ' ALUM.HORIZONTAL ROLLER WINDOW,NON-IMPACT 1, FX 411107 9 UPGRADE TABLE OPS MASTM E 130"2&ADD IF.FRAME P,O.89X 1629 1- 1 NOKOMIS,FL 34274 Vwbly Behar 7"E'll 1-�Ts 3 �2 1-"� OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO,ARE V SMALLER) TABLE 3. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 2 2 36" 38 318" 48" 50 54" 60" 631, A,C,E,f +75.0 -150.0 +75,0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0_ -147.0 +75.0 -138.31 +75.0 -128.6 +MO' -114.3 +75,0 -108.3 24" B,D,F,H,J +75.0 -150,0 +75.0 -150,0 +75.0 -160.0 +75.0 -150.0 +75.0 -150,0 +75.0 -150.0 +75.0 -1510 +76.0: -150.0 +76.0 -150.0 G +75.0 -150.0 +75.0 A50.0 +75.0 -160.0 +75.0 -150,0 +75,0 .150.0 +75,0 -150.0 +75.0 -160,0 +75.d, -150.0 +75.0 -150.0 A,C,E,l +75.0 -150.0 +75.0 -150.0 +-75.0 -150,0 +75.0- -150.0 +76.0- -135.2 +75.0 -127.1 +75.0. -118,0 +75.d, -104.8 +75.0 -99.2 26112" B,D,F,H,J +75.0 -150,0 +75.0 -150.0 +75.0 -160.0 +76.0 -150.0. +75.0 -150.0. +75.0 -150.0 +75,0 -150,4 1 +76.0 -160.0 +75.0 -150,0 G +MO -150.0 +75,0 -150.0 +75.0 -150.0 +75,0 .160.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.01 +75.0 -160,0 1 +75.0 . -150,0 A,C,E,l +76.0 -150.0 +75.0 -150.0 +75.0 -144.2 +75,0 -133.5 +76.0 -103.4 +75.0 -96.8 +75.0 .89.6 +75.4 -78.9 +74.5 1 74.5 37" B,D,F,H,J +75.0 -150.0 +75.0 -156.0 +75.0 -150.0 +76.0 -150,0 +75.0 -150.0 +75.0 -150.0 +75.0 -150,0 +75T -140,3 +75.0 -132.5 G +75,0 -150.0 +75.0 -150.0 +75.0 AMO +75.0 -150,0 +75.0 -150.0 +75.0 -150.0 +75,0 39.2 75T-122.8 +75.0 -115.9 A,C,E,l +75.0 -107.0 +75.0 -107.0 +75.0 -107.0 +75.0 -107.0 +75,0 .85.3 *+75.0 -79.9 +73.5 -73.5 +64.2 -64.2 +60.4 -60.4 48' B.D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -142.1 +75.0 -130.7 +76.0 -114.3 +75.0 -107.6 G +75.0 -150.0, +75,0 -150.0 +76.0 -150.0 +75.0 -150.0 +75.0 -133.41 +75.0 -124.3 +76.0 -114.3 +75.6 -100.0 +75.0 -94.2 A,C,E,l +75.0 -88,1 +76,0 -87.3 +75,0 -87,3 +75.0 -87.3 +75.1) .79.7 1 +74.7 -74.7 +68.5 .68.5 +59.7 -59.7 +56.1 -56.1 53110" B,D,F,H,J +75.0 .150.0 +75.0 -150,0. +75.0 -150.0 +75.0 -150.0 +75,0 -142.8 +75.0 -132.8 +76.0 -121.8 +75.0. -106.1 +76.0 -99.7 G +75.0 -137.1 +76.0 -135,9 +75.0 -135.8 +76.0 -136:8_ +76.0 -125.0 +75.0 -118.2 +76,0 -103.6 +75.0 :92.9 +75.0 -87.3 A,C,E,l +75.0 -85.6 +75.0 -84,6 +75.0 -84.5 +75,0 .84,5 +75.0 -78A +73.9 -73,9 +67.8 -67.8 +59.0 .59.0 +65.4 -55.4 54" -150.0 +75.0 -150.0 +75.0 -180.0 +75.0 -150.0 +75,0 .141.4 +75.0 -131.4. +75,0 -120.5 +75.0 -104.9 +75.0 -98.6 G +75.0 -133.1 +75.0 -131.6 +76.0 -131.5 +75.0 -131.5 +75.0 -123.7 +75.0 -116.0 +75.0 -105.4 +75,0 -9t8 +75.0 -86.2 A,C.E,l +71.3 -71.3 +69.7 -69.7 +58.5 -68.5 +68.5 -68.5 +68.6 .68.5 +68.6 -68.5 +63.3 -63.3 +54,9 -64,9 +51.5 -51.5 60" B,D,F,H,J +78.0 -126,8 +75.0 -123.9 +75.0 -12-1.7 +76.0 -121.7 +75,0 1 -121.71 +75.0 -121.7 +76.0 -112.6 +75.0 -97.6 +75.0 -91.5- G +75.0 -110.9 +75,0 -108.4 +76.0 -106.5 +76.0 -106.5 +75.0 .106.5 1 +75.0 -106,5 +75.0 -98.5 +75.0 .85.4 +75.0 -80.0 A,C,E,l +61.1 -61A +59.2 -59.2 +56.6 -56.6 +56.6 -56.6 +56.6 .56.6 +56.6 -56,6 +56,6 -66,6 +51,6 -51.6 +48.3 48.3 66" B,D,F,H,J +75.0 -108.7 +76.0 -I05.3 +76.0 -100,6 +75,0 -100.6 +75,0 -100.6 +75,0 -100.6 +75,0 -100.6 +75,0 -91.8 +76.0 -85.8 G +75.0 -95.1 +75.0 -92.1 +75.0 -80.0 +75.0 -88.0 +75.0 -88.0 +75.0 -88.0 +75,0 -88,0 +75.0 -80.3 +75.0 -75,1 A.C,E,l +63.5 -53.5 +51.5 -51.6 +47.5 -47.5 +47.5 --47,5 +47.5 -47.5 +47.5 -47.5 +47.5 -47.5 +47,6 47.6 +45.7 -45.7 72" B,D,F,H,J +75.0 -95.1 +75.0 -91.6 +75.0 -84,5 +75.0 -84.5 +76,0 .84.5 +75.0 -84.5 +75.0 -84.5 +75.0 -84.5 +75.0 -81.3 PRODUC31REVISpo G +75.0 -83.2 +75.0 -80.1 1 +73.9 -73.9 +73.9 -73.9 +73.9 -73.9 +73.9 �739 +752.112 -473...09 +73.9 -73.9 +71A -71.1 plyl ,ithlb�F1wida 50 0 �5 0 + A,C,E,l , +51.3 -51.3 +49.4 -49A +45.0 -46.0 +46.0 -45.0 +45.0 A5.0 1 +45.0 X +4 +45,0 A5.0 +45.0 45.0 A 1 1, 1 .05 '10 + ().0 74" B,D,F,H,J +75.0 -91.3 +75.0 -87.8 +75.0 -80.1 +75.0 -80.0 +76,0T-80.01 +75.0 80.0 1 +75.0 -00,0 +75.0 -80.0 +76.0 -80.0 70.4 +70.0 -o,-oT-+ - + G 1 +75.0 -79.9 +75,0 -76.8 +70.1 -70,1 + -+-700 70.0 7 7o.o -70.0 +70,0 70.0 +70.0 70.0 BY sm a&pimcl CnoltoI GLASS TYPES: A.3116"ANNEALED F.13116"I.G.,1187,9116"AIR SPACE,118"T TEST REPORTS:FTL-4657 3.3/16"TEMPERED G.13/16"I.G.,3116"A,7116"AIR SPACE,3/16"A FTL-5005 C.114"ANNEALED H, 13116'I.G,3/1167,7116P AIR SPACE,31167 D.1/4"TEMPERED 1.13/16"I,G.,3/16!'A,lJZ-AIR SPACE,1/8"A41// E.13116"I.G,118"A,9/16"AIR SPACE,118"A J.13/16"1.G.,3/16"T,VZ'AIR SPACE,118"TS 'c C,5705 Lo Lm. 5114115 D NO CHANGE Th/S SHEET PRESSURES,OXANDXO WINDOWS -jr- DESIGN PRESS I TECHNOLOGY VE 9 CHANGE THIS SHE r J.J. 101171tf C No ET N.VENICE L34276 Rd-w. �. I-I pz.apx 1529 ALUM.HORIZONTAL ROLLER WINDOW NON-IMPACT �fr.. "�ILLW 411107 a UPGRADE TABLE DPS PER ASTM U 1300-02 ADD V 11" R,P.E. F.K. NOKOMIS.FL 34274 vilibly flat- -4 A.LYNN F-K, 2,27/06 1-771 13lt2:2106 I Hl?Sfo 17TS 1 12 4127-20 ID P.E,#58705 27 318" 27 318" 27 3/8" MAX.DLO 64 5118"MAX.OLD FIXED MAX.OLD MAX,OLD VENT VENT FIXED ......... ........................ ...... _4 B x 0 x x 0 x I ........... ........... 119"MAX.WIDTH I.F.FRAME. 69"MAX.WIDTH I.F.FRAME 120"MAX.WIDTH FLANGE FRAME 90"MAX,WIDTH FLANGE FRAME DETAIL B-Xox(1/4-112-1/4), DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 0/16"MAX. 33 9/16"MAX.X1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. LO D FIXED --:: D CDLO VENT ...... ......................... ' 7 SEALANT OR GASKET MAX. FLANGE AT HEAD AND SILL A FRAME ALL 15 57318" I 56" CONFIG. MAX. MAX. I.F.FRAME PRODUCTREVISIlD DLO ALL OLD ALL 62"MAX. cm plym$ it,I to VENTS FIXED Buildi.Z0 q AT HEAD AND SILL rlalna da MES A—plu"N. I,F.FRAME Unpirli-D-1,-hilm-YU,wal 0 ALL CONFIG. BY A MIA I a 0 mdttptCo I FLANGE FRAME LYNN 4;"",' 73"MAX.WIDTH I.F.FRAME VIEW D-D A, Yfi 74"MAX.WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A-OX OR XO , A oSTA L.M. 6111406 D NO CHANGE THIS SHEET T1r1mQ JJ. 10/17/11— —C NO CHANGE THIS SHEET NNENICE.F1.34275 411,V7 �9 ONSI 'IN FPAMEMAXOM SH7.6.DiMENSIONSANO CQRNER RO.BOX 1529 ALUM.HORIZONTAL ROLLER WINDOW NON-IMPACT 1CJNA)-,,, NMENMON26TA IL FR NOK01416,FL 34274 wably Be Her A.('YWIAILIW,RE RX. ?y27A78 JJ 3122/0& HRO}0I_NTS 1-5 r 12 4127-20 D PEI#Wall INTERIOR 37 32 35ro 39 ID\ 16 2 II 13 EXTERIOR INTERIOR a —21 MAX.VENT DLO MAX.FI MAX.VT DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR SECTION B'-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 37 HEIGHT I &A - ---@ 39 FLANGE FRAME MAX. VENT DLO 16 MAX. VL FIXED n DLO W, I 22 [-- MAX.FIXED DLO ® MAX,VENT DLO 43 MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIt1 FRAME) 24 8 22 21 22, PRODUCrUNTSED m complying with lber-1014da BuIldin gCo Accept 2 v ifalio.Date 12 1—G) EXTERIOR INTERIOR "i; JJQ 24 BY 12 21 MI n adeP .1 EXTERIOR INTERIOR yt" 6 10 SECTION C-C 42 SILL HEAD n3705 (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME)® (VERTICAL SECTION,I.F.FRAME),k 77 of. R.9u. LM. 51Y4115 D NOC NUTHISSHEET - I —w - ?LGY207RIVC 7ECTIONS,FLANGE INTEGRAL,FIN ,fAl"--Of 11070TECHROL, r. J.J. 10/17/11 c NO Ct�ANGE THIS SHEET .. .... F.K. 01V7 —a JADDINTEGR&FINFRAVE,17EMS41,42AN0 43X ib2U ALUM.HORIZONTAL ROLLER WINDOW,NON-IMPAC P.O.P= A,. NOKO IS,FL34274 Visibly Bace, 012 A ti uld FK. 2127106 —:711 S 1 10-1,4127-20 p 3&2106 I-Half I- rim Dwc,#Ru l DESCRIPTION MAIL rGa rrEm DWG# II M DIESCRTUON mrL P(.,r# 1 4102 A JELANGErizAmmirAf) 6063-T6A), 612237 84 QASS,13116"IG 118"ANNEALED,9116-AIRSPACE; /8"ANNEAU-0) 2 4025 ISAST-1 STOP(STD.)(ikNFI LIFT C1JP) 6063-T5 AL 612244 85 13/16"IG(1/8"UMPMED,9116"AIR SPACK 1/8'TEMPERED 3 j#8X3/4PH.PANHEAD 7814AA 86 13f16"TO(3/16"ANNFALED,7/16"AIRSPACE,3/I6"ANNEALED 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 87 W 13116-10(3/16"TEMPERED,7/16'A IR SPACR 3/16"TEMPERED) 6 4136 FLANGEFRAMESILL 6063-T6 AL 64136 88 13116"IG(3/16"ANNEALED,1/2"AIRSPACE,1/8"ANNEALED) 89 113/16"IG 3/16"TEMPERED,1/2 AIRSPACE ITEMPERED) 7 4137 SILLADAPT R 6063-T6 AL SZ]37 8 4131 ROW-ULTRACK 6063-T6 AL 64131 90 1014 1 JSCREEN FRAME(HOR.&VI R) 3105-H14 AL- 61014 10 71298 WEFP HOLE COVER POL'61ROP. 71298 91 16301 ISCRIM-NCORM- KEYW/RTNGS POLYPROR 71630 12 1626 A DHESIVE OPEN CELL FOA M PA D 71'AD1626 92 1631 ISCREEN CORNERKEY W/OUr RINGS POINPROP. 71631 13 4002 A FJ-A NGL fUAME JAMB 6063-T6AL 612225 93 1073 SCIW-13N SPRING SMST. 7CASP 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 94 i62-4 -.135 DIA.FOAM 114 PVC 61624K _T SCREEN SPLINE 63 15 1155 #8 X 1.000 QUAD PN.SMS 781PQA 95 T ISCREEN SPLINE-.135 DIA.HARD Em PVC 61635K 16 4110 G SCX4UN ADAPTOR 6063-T5 AL 64110G 96 JSCREEN CLOTH 61816 17 4054 B r1XL-'DMM'f1NGRAJ1. 60631ID-T6AL 64054A 19 4066 WSTP_187 X.230,FIN SE-AL 640660 21 4105 SASH TOP AND B(YI'I*OM RAIL 606375 AL 612240 22 1693 WSTP.,250 X.270 RACK,FIN SEAL 616830 23 225-1 R0111RHOUSING&GUIDE 42112HD 24 226 BRASS ROLUIR WHELLS BRASS 70WHL-2 2.710- 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEFTINGRAII.. 6063HS-T6AL 64006 33 1235 WSTP.,170 X.27013ACK,FIN SrAl. 67S16G 35 1096 SWEEPLATCH DIF-CAST 71096 2.i6J 36 1016 #8 X.625 P11.FL.SMS 7258 37 4126 SASH SIDE RA.R. -- 606375 Al. 64126 .062 39 7070 BULB WFATI-MRSTRIP.187 X.275 67070K 40 LIFT RAIL COVER CAP 74078110'LORR 41 4139 I.F.FRAME HEAD 6063-T6AL ' 64139 A I.F.FRAME HEAD 42 4140 1.F.FRAMESILL 6061-T6AL 64140 #4139,606346 43 4141 1 ILE FRAMF JAM13 6063-T6 AL 64141 /K 50 1 1 GLAZING SILICGNT;DOW 899,995 OR IF' VALENT PRODUCTRBVISED 51 1224 1 JVINYL GLAZING Br-AD BULB(THICK) 61?247W,K� I 2.784 ms cnntplyiq with[ht Mid.Buildi.8 Code 52 1225 VINYL GLAZING BEAT)BUB(IU N) 6TF248K — A—pTc.No 57 4014 B GLAZINOBEAD-3/16'&1/4" 64014 [f4.062 58 -TO-46 A GLAZING BEAD 3/16"&1/4"W/CRILLJO 6063-TSAI., 644842 ORy 'LAZING -AD 13/16" -T5 AL 64067 3.152 IF-0, actcontro 59 4067 G 3BE 6063 80 GLASS 3/16 ANNEALED .062- 81 3/16"TEMPERED (43 I.F.FRAME JAMB 82 1/4"ANNEALED #4141,6063-T6 o" 83 ZID dA '—.: .......... No.W05 Tt— #4140,6063-T6 STATE ,LM. 5114115 NO CHANGE THIS SHEET RTS LIST 11 �<'', 1 60 ....... J.J. 1011711f C CHANGE THIS SHEET N.VMCE,FL 34275 ALUM.HORIZONTAL ROLLER WINDOW NON-IMPACT �/ONACC:' F.K. 411107 ADD ITEMS 1,42 43 P.O.agx ing 01-"� pom NOK.M.IL11274 Visibly Better F.K.r w 14S 7 112 4127-20 D E. M2106 RE..1.1 .062 1.187 3.'52 �062 1.'�73 —1173 M2— 3.(90 1 2.784 6 .062 FLANGE FRAME HEAD FLANGE FRAME SILL FRAME SILL ADAPTER 13FLANGE FRAME JAMB #4102A,6063-T6 #4136,6063-T6 #4137,6063-T6 #4002A,6063-TB 61 1 1,"jr'8 7062 040 1 .738 ---41�062 'o P1'4430-� A90 T-1-1.451--1 `�F,74111 �IA03� O SASH STOPROLLER TRACK SASH STOP COVER 17 FIXED MEETING RAIL #4025,6063-T5 G) #4131,6463-T6 1 #4053,6063-T5 #40548,6063HD-T6 062 2L2— 1.187 1.349 �F--I .062 1-413499-1 2.�21 PRODucr RRVISED SASH' TTOM RAIL –1 MTG.RAIL SASH SIDE RAIL ��-.;dyigwmawlifnrwa (2 #4105,6063-T5 #4005D.6063HS-TO #4126,6063-T5 13,41dinscodt , , .0 ""',A�t. D1 AetcplaftCe No u.�itionDato 1.057 --H 1.057 13Y mi I d Pmduc(Co .666 .666 .683 ,050 .050 T-050- 57 GLAZING 13#401486063-T5 �D 6"OR 114" G N #4046A NG BEAD80633116"OR 1A114" 59 GLAZING BLED 5 D,13/16" 4, pN , -T5 #4067, 063-T, ( IV1 (USED W/GRILL KIT) 4j./: LM, &14116 D NO CHANGE THIS SHEET S1 LOP EXTRUSIONS 1070TECHNOLOrYDRWE AZ m. C NO CHANGE .... .... J.J. 1WI7111 NGE THis SHEET N.VENICE.FL342 ------- A W,NON-IMPACT Fvt-z-r LUM,HORIZONTAL ROLLER WINVO IMPACT F.K. 411107 —a INO CHANGE THIS SHEET P.O.BOX 1529 NOKOMJ�,FL 34274 visibly R. W�.- d 12 1"4127-20 1' REX 68705 F, Z27" —771%�=w 1 ANCHOR QUANTITIES,XOX(1/4-1/2-1/4)FLANGE FRAME WINDOWS TA13LE 4 NOTES' GLASS TYPES A,C,E.1 GLASS TYPES B,D.F,G,H,J 1.ANCHOR TYPES: ANCHOR TYPE, 2,3,WOOD 2,CONG ll,CONIC 2,3,WOOD 2,CONG 1,CONG 1-1/4"ELCO TAPCONS 2-114"ELCOSS4CRETE-FLEX 3 412 STEEL SCREWS(G5) SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES: co Im U) V) A.3/16"ANNEALED GLASS WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL '20 HEAD&SILL ZF- B.3116'TEMPERED GLASS !j < W v I 1 4 41 C.114-ANNEALED GLASS 53.125x 38,375 1+C2+1+C2+1 2 1.+C3+1+03+1 2 I+C3+1+C3+1 2 1+C3+2+C3+1 2 I+C3+2+C3+1 2 1+C3+24C3+1 2 0.1/4"TEMPERED GLASS I. . 48.000 I+C2+1+C2+1 3,1+02+1+02+1 3 1+C2+1+C2+1 3,1+C3+2+C3+1 3E.13/16- G.,118 ,1+C3+2+C3+1 3 I+C4+2+C4+1 3 F.13/16"I.G.,11 1 S'ANNEALED,9/16-AIR SPACE,1/8'ANNEALED TEMPERED,9116"AIR SPACE,1/8'TEMPERED 50.625 I+C2+1+C2+1 311+02+1+C2+1 3 I+C2+1+C2+1 311+C3+2+C3+1 3 1 1+C3+i4C3+1 3 1+G4+2+C4+1 3 G.13116'1.G.,3116*ANNEALED,7/19'AIR SPACE,3116*ANNEALED H.13116'I.G.. TEMPERED,7116"AIR SPACE,3/16"TEMPERED 54,000 I+C2+1+02+1 3 I+C2+1+02+1 3 I+C2+1+C2+1 311+C3+2+C3+1 3 I+C3+1+C3+1 3 1+C4+24C4+1 3 1.13/16-I.G.,21/16-ANNEALED,112-AIR SPACE,1/8-ANNEALED 60.000 I+C2+1+C2+1 3 I+C2+1+C2+1 3 1+02+1+C2+1 311+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C4+24C4+1 3 J.13116"I.G.,3/16'TEMPERED,1%2'AIR SPACE,1/8'TEMPERED 63.000 1+C2+1+C2+1 3 14C2+1+C2+1 3 1+G2+1+C2+1 311+C3+1+133+1 3 1+C3+1+G3+1 3 1+C4+14C4+1 3 3.WINDOW ANCHOR QUANTITIES LE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.000 x 38.375 1+C2+1+02+1 2 I+C2+1+C2+1 2 I+C3-1+C3+1 2 I+C3+2+C3+1 2 I+C2+2+C2+1 2.1+C3+24C3+1 21 DIMENSIONS. FOR WINDOW SIZIES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE, 48.00048�01+02+i+C2+1 3 14C2+1.+C2+1 3 I+C2+1+C2+1 3 I+C3+2+C3+1 3 I+C3+2+r-3+1 3 l+C4+2+C4+t I HEAD&SILL:101/2"MAX,ON JCH SIDE OF MEETING RAIL CENTERLINE. 50.625 I+C2+1+C2+1 311+C2+1tC2+1 3 1+02+1+C2+1 3 1+G3+2+C3+1 3 1+C3*2+C3+1 3 1+C4+2+C4+1 3 25 314"MAX.FROM'CORNERS. 54.000 I+C2+1+C2+1 3 14C2+1+C2+1 3 1+C2+1+C2+1 3 I+C3+2+C3+1 3 I+C3+2+C3+1 3 1+C4+2+C4+1 3 JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX-D.C. 60.00 I+C2+1-fC2i-I 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+03+2+03+1 3,1+c3+1+C3o 3 1+c4+2+r,4+1 3 83.000 1+C2+1+C2+1 3 I+C2+1+C2+113 1+C2+1+C2+1 3 I+C$+2+C3+1 3 1+C3+1+C3+1 3 1+C4+2+r,4+1 3 TABLE KEY, - 'k X 0 X 74.000 x 38.375 1+02+1+C2+1 2 I+C2+1+C2+1 2 14C3+2+03+1 2 1+C3+3+C3+1 2 1+C2+2+C2+1 2 I+C3+3+C3+1 2 j1+F3;4+-C3;1 MNCHOR QUANTITY PER JAMB 40.000 I+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+2+C2+1 3 I+C3+3+C3+1 3 1+03+2+C3+113 1+C4+3+04+1 3 50,625 1+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+2+C2+1 3 I+C3+3+C3+1 3 I+C3+2+03+1 3.1+C4+3+G4+1 3 HEAD AND SILL ANCHOR QUANTITY.A CLUSTER OF(3)ANCHORS CENTERED 64,000 l+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C4+2+C4+1 3 1+C3+2+C3+1 3 1 1+r,4+3-t04+1 3 AT EACH MEETING RAIL PLUS(1) 60.000 I+C2+1+C2+1 3 1+02+1+G2+1 3 I+C3+1+C3+1 3 1-+C4+2+G4+1 3 1+C3+2+C3+1 3 I+C5+2+C5+1 3 ANCHOR AT EACH OPERABLE VENT PLUS(4)ANCHORS AT FIXED SECTION, 610DO i+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1 3.1+C3+2+C3+1 3 I+C3+2+C3+1 3 1+C4+24C4+1 3 (12)ANCHORS TOTAL AT HEAD AND SILL. 84.000x 38.375 I+C2+2+C2+1 2 I+C2+1+C2+112 I+C3+2+C3+i 2 I+C2+4+C2+1 2 1+C2+34C2+1 2 1+C3+5+C3+1 2 (3-MIN.O,C.ANCHOR SPACING) 48.000 1+C2+2+C2+1 3 l+G241-t-C2+113 1+C2+2+02+1 3 1+r,3+3+C3+il 3 1+C3+2+r,3+1 3 1+C4+4+G4+1 3 50.626 1+C2+2+C2+1 3 I+C2+1+C2+113 1+02+2+C2+1 3 I+C3+3+C3+1 3 I+C3+2+C3+1 3 I+C4+4+C4+1 3 �—�-25 3/4'max. 54.000 1+02+2+02+1 3 1+02+1+C2+1 3 I+C3+2+C3+1 3 I+C4+3+C4+1 3 I+C3+2+C3+1 3 1+r-4+34C4+1 31 1 1 —11-3-MIN, -60,000 1+C2+1+G2+1 3 I+C2+1+C2+1 3 1+C3+24C3+1 3 I+C4+2+C4+1 3 1+03+2+C3+1 3 1+C5+3+C5+1 3 _71 A t---.1 63,000 1+C2+1+C2+1 3 I+C2+1+C2+i 3 1+C3+2+C3+1 3 1+C4+2+C4+1 3 I+C3+2+C3+1 3 I+C5+3+05+1 3 9.REF, o PRODUCT REVISED 106,375 x 38.375 I+C2+2+C2+1 2 1+C2+2+G2+1 2 1+C2+2+C2+1 2 I+C2+3+02+1 3 I+C2+3+C2+1 2 1+C2+44C2+1-2 T ns PRr.mplyin8with tbt Flofido 48.000 I+C2+2+C2+1 3 I+C2+2+C2+1 3 1+02+3+02+1 311+C4+4+04+1 3 I+C3+3+C3+1 3 I+C4+4+r,4+1 3 MTG.RAIL,TYP. AcrrpinnraNalJr-05f�/10 50.625 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+3+C2+1 311+C4+4+r,4+i 3 1+G3+3+C3+1 3 1+C414+C4+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS p ey 54,000 I+C2+2+C2+1 3 1+C2+2+C2+1 3 1+03+3+C3+1 311+C4+4+C4+1 4 1 1+G4+3+C4+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 60.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 14C4+3+C4+1 411+C4+3+C4+1 31 1+CS+44C5+1 3 63.000 I+C2+2+C2+1 3 I+C2+2+C2+1 3 i+C3+2+C3+1 3 1+C4+3+G4+1 4 1+04+3+C4+1 3 I+C5+4+05+1 3 5 3/4"MAX. 112"TYP. 120.000 x 36,375 I+C2+2+02+1 2 I+C2+2+C2+1 2 I+C2+2+C2+1 2 1+02+3+C2+1 3 i+C2+3+C2+1 2 2+C2+4+02+2W 2 --il 1--3-MIN, ' il Itti, - .4 ND 48.000 I+C2+2+C2+1 3 I+C2+2+C2+1 3 I+C2+3*C2+1 3 1+C3+4+C3+1 3 I+C2+3+C2+1 3 2+C4+4404+2 3 9.REF. t------- EX A y---- \0 ......... 50.625 I+C2+2+C2+1 3 1+02+2+C2+1 3 I+C2+3+C2+1 3 I+C4+4+C4+1 3 I+C3+3+C3+1 3 2+C4+5+C4+2 3 fl 54.000 1+C2+2+C2+1-- 1—+C2+1+C20 3 I+C2+3+C2+1 3 1+C4+4+C4+1 4 I+C3+3+C3+-[ 3 2+C4+5+C4+2 3 MTG,RAIL,TYP. 68,105 60.000 1+02+2402+113 11+02+2+C2+1 3 1+03 1 4 I+C4+3+0441 3 +3+C3+li 3 il+r,4+4+C4+ 2+C5+54C5+2 3 A +3+C3+11311+04+4+ +11411+C4+3+04+11312+C5+5+C5+21-41 EXAMPLE CLUSTER W1 QTY.OF ANCHORS 63.0D0 I+C2+2+C2+11311+C2+2+C2+11311+C3 ;7 5: H ). Lm. 514115 D NO CHANGE THIS SHIEEr R-09r r' il� - 10?0 TECHNOLOGY DRIVENC140RAGE SPACING,XQX(114-112-114) j.d. 10/17/11 NF o CHANGE THIS SHEET N.VENICE,FL 31276 T ALUM.HORIZONTAL ROLLER WINDOW,NON-IMPACT "'1 F.K. " /1/07 9 4T P.O.89X 1529 111111.0 1 I-. --T IT NOKOMIS,FL 34271 visibb Beew — .- A-LYNN M —11'— —11 per;Z. 312Z(06 NTS 9 - 12 4127-20 D P E.') P.E. F.K. 227/06 ANCHOR QUANTITIES,XOX(113-1/3-1/3)FLANGE FRAME WINDOWS TABLE NOTES: GLASS TYPES A,C,E,i GLASS TYPES B,D,F,G,H,J 1.ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-114"ELCOTAPGONS 2-114"ELCOS64CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES 'ZONES ZONES ZONES 1 CONC WZONGS 2.GLASS TYPES: WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL 2 A 3116'ANNEALED GLASS IN V B.3116"TEMPERED GLASS 48.00OX 38,375 I*C2+1+C2+1 2 I+C2-1+C2+112 i+CZ+I+C2�1 2 I+C2+1+C2+1 3 1+r,2+1+C2+1 2 I+C3+1+C3+1 3 C.1/4'ANNEALED GLASS D 114"TEMPERED GLASS 48.000 1+C2+1+C2+1 3 i+C2+l4C2+113 I+C2+1+C2+1 311+C3+1+C3+1 3,1+C3+1+C3+1 3 "C3+1+r-3+1 3 E'13/16'1.G..118"ANNEALED,9116-AIR SPACE,116r ANNEALED 50,625 I+C2+1+C2+1 3 i+C2+1+r,2+1 3 I+C2+1+C2+1 3 1+C3+1+C3+1 4 I+C3+1+C3+1 3 I+C4+1+C4+1 3 P,13116"I.G.,1/8'TEMPERED,9/16"AIR SPACE,118"TEMPERED 54.D00 I+C2+1+C2+1 3 1+C2+1+C241 3 1+C2+1+C2+1 3 I+C3+1+C3+1 4 1+C3+1+(33+1 3 14C44.1+C4+1 3 G.13116'I.G.,3/16-ANNEALED,7116-AIR SPACE,3116-ANNEALED 60.0DO 1+C2+1+C2*1 3 1+C2+1+C2*1 3 1fC2+1+C2+1 +C3-t 4 I+C3+1+C3+1 3 1+C4+1+r,4+1 3 H'13116"I.G..3116"TEMPERE D,7/16"AIR SPACE,3/16"TEMP ERED 63.000 I+C2+1+C2+1 3 1+C2+1-C2+1 3 I+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1'3 I+C4+1+C4+1 3 1 13115,I.G.,3116"ANNEALED,1/2AJRSPACE,118"ANNEALED J.13116-1,G.,3h6'TEMPERED,112"AIR SPACE,118"TEMPERED 53.125x 38.376 1+02t1+C2+1 2 V C2+1+C2+1 2 I+C2+1+C2+1 2 i+02+1+C2+1 3 1+C2-1iG2-1 2 140r1+C3+1 3 - 48,000 1+02+1-C2+1 3 I+C2+I+C2+1 3 I+C2+1+C2+1 3 14C3+1+r,3-1 4 1+C3-1+C3+1 3 1+r-4+1+C4+1 31 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.825 I+C2+1+C2+1 3 14C2+1+C2+1 3 I+C2+1+C2+1 3 1*C3+1-+C3+1 4 I+C3+1+G3+1 3 1+C4+1+04+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 i+C2+1+C2+1 3,I+C2-1+C2+I,3.I+C2+l+C2+1 311+C3+1+C3+1 4 1*C341+C3+1 3 I+C4+1+C4+1 3 HEAD&SILL: 101!2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000 1.c2+1+c2+1 3 1 I+C2-1+C2+113 I I+C2+1+C2+1 311+C3+1-C3+1 4 11+C3+1+C3+1 3 I+C4+1+C4+1 3 25 314"MAX.FROM CORNERS 63.000 i+C2+1<2+1 3 1 1+C2+1+C2+11311+02+1+C2+1 311+C3+1+C3+1 4 1 I+C3+1+C3+1 3 i+C4+1+04+1 3 JAMBS: 9"MAX.FROM CORNERS AND 22 112"MAX.O.C. EO.ODox 38.375 l+C2+1+C2+1 2 I+C2+1+C2+1 2 11+C2*1+C2+1 2 I+C.3+1+(;3+1 31 t+C2+1+C2+1 2 I+C3+1+C3+1 3 48.000 I+C2+1+C2+1 3 I+C2+1+C2+1 311+C2+1+C241 3 I+C3-1+C3+1 4 1+C3+1+C3+1 3 14C4+1+C4+1 4 TABLE KEY: 50.626 1+C2+1*G2+1 3 1+02+i-C2+1 3 1 1+c2+1+c2+1 3 l+C3.1403+1 4 I+C3+1+C3+1 3 1+C4,1+C4+1 3 lk� X_C_0 -X- 54.000 I+C2+1+C2+1 3 14C2+1+C2+1 311+C2-1+C2+1 3 I-C3+1+C3+1 411+C3+1+C3+1 311+r,4+1+C4+1 3 Fl+ 3+1+C3+-t T 3]-ANCHOR QUANTITY PER JAMB 60.000 1+C2+14C2+1 3 I+C2+IiC2+1 3 1 1+C2+1-fG2+1 3 1+C3+1+C3+1 4 I-C3+1+C3+1 3 I+C4+1+C4+1 3 HEAD AND SILL ANCHOR QUANTITIES 63.000 1+C2-1+C2+1 3 I+C2+i+C2+1 311+C2+1+C2+1 3 l+C3ti+C-J+l 4 I+C3+1+C3+1 3 I+C4+1+C4+1 3 A CLUSTER OF{3}ANCHORS CENTERED 66,OOOX 38,376 I+C2+1+C2+1 2 i+02q-I+C2+1 2 1+C2+1+C2+1 2 1 FC3*1+C3+1 3 I+C2+1+C2*1 2 2+C3+2+C3+2 3 ON EACH MEETING RAIL PLUS(1) 48.000 1+C2+1+C2+1 3,14C2+I+C2+1 I i-C2i1+C2+1 3 1+0+1+C3+1 4 t+C3+1+C3+i 3 1+C4+1+G4+1 4 ANCHOR AT EACH OPERABLE VENT 50.625 I+G2+1,C2+1 3 i+C2+1 fC2+1 3 1+C2*1+C2+i 3 1+C3+14C3+1 4 I+C3+1+C3+1 3 I+C4+1.C4+1 4 PLUS(1)ANCHOR$AT FIXED SECTION. 54.000 1+C2+1+C2+1 3 1+C2t1+C2+1 3 1+C2f1+C2+1 3 1+03+1IC3-1 4 1+C3+IiC3+1 3 I+C4+14r,4+il 41 (9)ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+C2+1+C2+1 3 i+C2+i-C2+1 3 I+C2+1-fC2+1 3 1+C3+1+C3+1 4.t+C3+I+C341 3 I+C4+1+C4+1131 (3-MIN.O.C.ANCHOR SPACING) 63.000 I+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1 4114C3+1+C3+1 3 I+C4+1+C.4+1 31 74,000:(38.375 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+r2+1+C2+1 2 1-C2+1+C2+1 3 I+C2+1+C2+1 2 24C3+2+C3+2 3 [--�-25 314"MAX. 48.000 I+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2-1+02+1 3 I+C3+1+C3+1 4 14C3+1+C3+1.3 2+C3+2+C3+2 1-311 MIN. -I X-1 ;7 C4+1 60.625 I+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1-C2+1 *3 I+C3+1+C3+1 4 14C3+1+C3+1 3 2+C4+2+C4+2 4 9.REF.;7 54.000 1+C2+1+C2+1 3 1+C2+I+C2+1 73 i+C2+1_+_C2_+_l]_3.l.C3+1.C3+i 4 l+C3+1+C3,+l 3 1+C44T1+C4+1 PRODUCTREVISED 60.OD0 t+C2+1+C2+1-3 1+G2+1+C2+1 3 I+C2+1+02+1 311+C3*1+C3+1 4 J+C3+1+C3+11 3 1+C4+1+04+1 4 ps complying with The Florida 4 1+C3+1+C3+11 3 1 I+C4+I+C4+1 3 0DMing Cc -c I Apt� 15 63.000 1+C2+1+C2+1 3 I+C2+l+C2+1 3 I�C2+1+C2+1 3 1+C3+1+C3+1 MTG.MIL,TYP. 84.000 x 38.376 1+C2+1+C2+t 2 I+C2+1+C2+1 2 1+C2+1-C2+1 2 I+C2+1+C2+1 3.1+C2+1+C2+1 2 2+C2+2+C2+2 3 EXAMPLE CLUSTER W1 CITY.OF(3)ANCHORS 48.000 l4C2+1+C2+1 3 14C2+1+C2+1 3 I+C2+1+C2+1 3 ItC3+1+C3+1 3 1+C2+1+C2+1 3 2+C3+2+C3+2 31 (SHOWN IN TABLE ItEY ABOVE) By I)adoPmdutf 50,626 1+C2+1+C2+1 3 1+02+1+C2+1 3 I+C2+1+C2+1 3 1+03+1+C3+1 4 1+C2+1+C2+1 3 2+C3+2+C3-2 31 MIN 54.DDD 1+G2+l+C2+1 3 I+C2+I+C241,3p+C2+1-C2+1 3 1+03+14C3+1 4 I+C3+1+C3+1 3 2+C3+2+C3+2 3 5 3/4"MAX.I 60.000 I+C2+1+C2+1 3 -1-C2+1+C2+11311+C2+"C2+1 3 I-C3+1+C3+1 4 14C3+1+C3+1 3 2+C4+2+C4+2 4 1 v?-TYP. l+C2+i+C2+1 311+C2+1+C2+1 3 I+C3+1+C3+1 4 I+C3+1+C3+1 3 I+C4+1+C4+1 4 1--3" IN. 61DOO 1+C2+1+C2+1 3 QkM Ly'vP-'4g 48.000 14C2+1+C2+1 3 �;' !Ci2T+jj;+ZCi2+1 311,+C2+i+02+1 3 i+C2+1+C2+1.3.I+C2+14C2+1 3 2+C3+2+C3+2 3 \.,C 04, 3 1 + _f 3 I+C2+1+C2+1 3 2+C3+2+C3+2 3 X 90.000 x 38.375 l+C2+1+C2+1 2 14C2,+14C2+1 2114C2+1+C2+1 2 I+C2+1+C2+1 3 I+C2+i+C2tt 2 2+C2t2+C2+2 2 91,REP. X +E +C2 1+C2+1 3 I+C3+1+63- 50.625 14C2+1+C2+1 1+C2++C2+1 No.55705 [3 3 3 4 4 3 No 3 3 '+C3+1�C311 54.000 I+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 ll+r,3+1-C3+1 4 1-C2+l+C2+1 3 2-C3+2+C3+2 3 I Cq MTG.RAIL,TYP.j 3 2+G4+2+C4+2 3 60.ODO I+C2+1+C2+1 3 l+C2+1+C2+1 311+C2+1+C2+1 3 I+C3+1+C3+1 4 l4C3+l4C3+1 Izz 63.000 -.�+C2+1+C2+�l - 312+r EXAMPLE CLUSTER W1 QTY.OF(4)ANCHORS l-C2+1+C2+1 3 3 I+C3+1+03+1 4 I+C3+1+Cl I _4+2�C,1+2141 I- L,M. W14115 �D NO CHANGE THIS SHEE T GE SPACING,XQX( 113-113) 1070 TECHNOLOGY i1j. 10/17/11 C NO CHANGE THIS SHEET N.VENICE.FL 34276 F.K. 4107 B REVISE HW&SILL ANCHOR CLUSTER FORMAT P.O.EK?X 1529 ��,,," ALUM.HORIZONTALROLLERWINDOW,NON-IMPACT ed" rie1- A.LYNN MILLER P.E. -a;;;;_w a�. NOKOMIS.FL U274 Visibly Dew HRolo 4127-20 REX 58795 F.K. 2127106 1.11/11 12 D ...................... A 4CHOR TYPE GLASS TYPES A,C,E,l GLASS TYPES B,D,F,G,H.J NOTES: &SUBSTRATE) 2,3,WOOD 2.CONC i,CONC 2.3,WOOD 2,CONC 1,CONC 1.ANCHOR TYPES: WINDOW SIZE ZONES ZONES ZONES ZONES ZONES ZONES 1-114"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3.#i2STEEL SCREWS(G5) C, 2�GLASS TYPES: <=� m 2 Q3 �0' 2 v w fn 2 Lu to Lu W w(0 Lu w ',d < A.31`16"ANNEALED GLASS W H < 3: 0 < = a _ LIJ I I &3/16"TEMPERED GLASS _j 26,500 x 3B.375 I+C3+1 2 I+C3+1 2 I+C3+1 2 I+C3+1 2 I+C3+1 2 I+C3+1 2 C.1/4'ANNEALED GLASS ca 48.000 1+C3+1 3 1+C3+1 3 I+C3+1 3_ 1+C3+1 3 I+C3+1 3 I+C3+1 3 D.114"TEMPERED GLASS 50.625 I+C3+1 3 1+C3+1 3 1+C3+1 3 I+C3+1 4C3+1 3 E.13/16*).G.,I/O'ANNEALED,9/16'A:R'SPACE,I/8"ANNEA D 3 1+03+1 3 1 1 F.13/16"I.G.,118"TEMPERED,9116"A R:SPACE,1/8-TEMPERED 54.000 I+C3+1 3 I+C3+1 3 1+C3+1 3 I+C3+1 3 1+C3+1 3 1+03+1 3 G.13118'I.G.,3116"ANNEALED,7116"AIRSPACE,3116"ANNEALED 50.000 I+C3+1 3 1+C3+1 3 I+C3+1 3 J+C3+1 4 I+C3+1 3 1+C3+1 3 H.13116-I.G.,3116"TEMPERED,7110-AIRSPACE,3116-TEMPERED 63.000 -1+C3+1 3 1+C3+1 3 1+C3+1 3 1+C341 4 1+C3+1 3 I+C4+1 3 1,13116'I.G.,3116"ANNEALED,1/2'AIR SPACE,1/8"ANNEALED 0 1+C3+1 3 J.13116'1.G.,3116"TEMPERED,112"AIR SPACE,1/6'TEMPERED 37.000 X 38.375 1+C3+1 3 I+C3+1 2 I+C3+1 3 I+C3+1 3 1+C3+1 2 I+ z 48.000 I+C3+1 3 1+C3-fl , 3 1+C3+1 3 I+C3+1 4 1 I+C3+1 3 11+04+1 4 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING § 50.625 1+C3+1 3 I+C3+1 1 3 1+C3+1 'S I+C3+1 4 1 1+C3+1 3 1+C4+1 4 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. LIJ 54.000 I+C3+1 3 1+C3+1 3 I+C3+1 31+C4+1 4 1+C3+1 3 I+C4+1 4 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60,000 1+C3+1 3 1+C3+1 3 I+C3+1 .3 1+C4+1 4 I+C3+1 3 I+C5+1 4 As 18 314"MAX.FROM CORNERS, 61000 I+C3+1 3 I-C3+1 3 1+C3+1 3 1+C4+1 4 1+C3+1 3 I+C5+1 4 JAMBS: 9"MAX.FROM CORNERS AND 22112"MAX.O.C. LL 48.000 x 38.375 I+C3+1 3 1+C3+1 2 I+C3+1 3 2+C3+2 4 1+C3+1 3 2+C3+2 4 L.u 1 48,000 1+C3+1 3 1+C3+1 3 1+C3+1 3 2+C4+2 5 1+C3+1 3 2+C4+2 6 (9 50.625 1+C3+1 3 I+C3+1 3 I+C3+1 3 2+C4+2 5 1+C3+1 3 2+C5+2 5 TABLE KEY: 0 X z 54.000 I+C3+1 3 I+03+1 3 1+C3+1 3 1+C4+1 5 1+C3+1 3 2+C5+2 4 < 2+03+2 3 -ANCHOR QUANTITY PER JAMB j 60,000 I+C3+1 3 I+C3+1 3 1+C3+1 3 I+C4+1 5 1+C3+1 3 2+C5+2 4 LL 63.000 1+C3+1 3 I+C3+1 3 I+C3+1 3 1+C4+1 5 I+C3+1 3 I+C5+1 4 HEAD AND SILLANCHOR QUANTITIES X53.125 X 38,375 1+03+1 3 1+C3+1 2 I+C3+1 3 2+C3+2 4 2+C3+2 3 2+C4+2 4 A CLUSTER OF(3)ANCHORS 0111 - - a 48.DOD I+C3+1 3 I+C3+1 3 I+C3+1 3 2+NCENTERED ON THE MEETING RAIL +2 6 2+C3+2 3 2+C5+2 5 PLUS(2)ANCHORS AT OPERABLE z 50.625 I+C3+1 3 1+C3+1 3 1+C3+1 3 2+C4+2 5 1+C3+1 3 2+C5+2 5 VENT AND FIXED SECTION.(7) < - 54.000 1+C3+1 3 1+C3+1 3 I+C3+1 3 2+C4+2 5 1+C3+1 3 2+C5+2 5 ANCHORS TOTAL AT HEAD AND SILL. 0 X1 60,000, 1+C3+i 3 I+C3-1 3 I+C3+1 3 1+C4+1 5 I+C3+1 3 2+C5+2 4 63.000 1+C3+1 3 I+C3+1 3 I+C3+1 , 3 1+C4+1 5 1+C3+1 3 2+C5+2 4 ($"MIN.D.C.ANCHOR SPACING) Ix 2+C3+2 3 2+C3-2 4 o 60.000 x 38.375 I+C3+1 2 1+C3+1 2 I+C3+1 2 2+C3+2 4 . I-I--183/4'MAX, U. 48.000 1+C3+1 3 I+C3+1 3 1+C3+1 3 2+C4+2 5 2+C3+2 3 2+C4+2 5 -1]---3"MIM U) 50.625 1+C3+1 3 1+C3+1 3 1+C3+1 3 2+C4+2 5 2+C3+2 3 2+C5+2 5 • 4--.4 uj 54.000 I+C3+1 3 I+C3+1 3 I+C3+1 3 2+C4+2 5 2+C3+2 3 2+C5+2 5 9"REF. REF.HpltmucT Rrvlst--') 5 1+C3+1 3 2+C5+2 5 mplyins will,tho Florldo 60.000 I+C3+1 3 I+C3+1 3 I+C3+1 3 2+C4+2 T cod. z 83.000 1+C3+1 3 -1+C3+1 3 14C3+1 3 2+C4+2 5 I+C3+1 3 2+C5+2 5 MTG.RAIL AnOilding mplm-NO I 5-oslq.10 66.000 x 38.375 I+C3+1 2 1+C3+1 -2 i+C3+1 2 2+C3+2 4 2+C3+2 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 4&000 -i+05+1 3 'I+C3+1 3 I+C3+1 3 2+C3+2 5 2+C3+2 3 2+r,4+2 4 (SHOWN IN TABLE KEY ABOVE) 50.625 I+C3+1 3 I+C3+1 3 I+C3+1 3 2+C3+2 5 2+C3+2 3 2+C4+2 4 -);! 0 54.000 I+C3+1 3 1+C3+1 3 1+C3+1 3- 2+C4+2 5 2+C3+2 3 2+C4+2 5 x 60,000 1+C3+1 3 1+C3+1 3 1+C3+1 3 2+C4+2 5 2+C3+2 3 2+C5+2 5 8 314-MAX. U 63.000 I+C3+1 3 1+C3+1 3 i+C3+i 3 2+C4+2 5 i+C3+1 3 2+C5+2 5 1 1/2"TYP. z I I -=-3'M(M I+C3+1 2 1-kC3+1 2 1+C3+i 2 2+C3+2 3 2+C3+2 2 2+C3+2 -3 '0"'o LYIq'v C3+1 3 1+C3+1 50.625 < 74,000 X 3&375 3 2+C3+2 4 9.REF. 0 "s). 40�000 1+ 3 1+C3+1 3 2+C3+2 4 2+C3+2 '4 I+C3+1 3 3 2+C3+2 4 2+C3+2 3 2+C3+2 4 I+C3+1 3 1 1+C3+1 i T 54,000 1+C3+1 3 I+C3+1 3 Li--+r-3+1 3 2+C3+2 5 2+C3+2 3 2+C4+2 4 MTG.RAIL No.1870 60.000 I+C3+1 3 1+03+1 3 I+C3+1 3 2+C4+2 6 2+C3+2 Z 2+C4+2 5 14C3+1 EXAMPLE CLUSTER W1 QTY.OEaLANCHORS 63.000 I+C3+1 3 3 I+C3+1 3 2+C4+2 5 2+C3+2, 4 2+C5+2 5 -A VY4115 INO�H�Gfl THIS SHEET WINDOWS LM D NCHORAGE SPACING,XO AND OX 0-- 1070TECHNOLOGYDROIE �pr. 1275 J'j. 10/17/11 C NO CHANGE THIS SHEET 14.VENICE.F1.34 R-doh- ALUM,HORIZONTAL ROLLER WINDOW,MON-IMPACT F.K, 1-111V7 T' REVISE HEAD SIL L ANCHOR OL US TER FORMA T P.O.eqx 1529 ft-7mT T°` ft�'- - NOKOMIS,FL34274 1,"W1,1yPere" O--f 0- 11 NTS 11 " 11 12 4127-20 1,D 68705 F.X. Z27106 J.J. 3127JO6 HRBto 13/4"MIN.E.D.T YP. NOTES: 2x WOOD BUCK, Al.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 114'ELCO MIN.3.4 KSII I"MIN.EDGE— NOTE 3 1 318' TAPCONS EMBEDED 1 3/8'MIN.OR 114"SS4 CRETE-FLUX EMBEDED 1314"MIN..MINIMUM DISTANCE FROM CONCRLTE . . I MIN.'Al ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. '7� NOTEIL ix WOOD . ---. -DADE COUNTY,USE#12 STEEL SCREWS(GS)OR 1/4"SS4 CRETE-FLEX NOTE3 WITH'#12TRIMFIT HEAD. BUCK, FOR WOOD APPLICATIONS IN MIAMI &WOODBUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1147 1/4" THAN 11/2". Ix WOOD D BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAX. LL CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 112"THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, CONCRETE WOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6003-T6 AND A MINIMUM NOTE I DETAIL ANOTE2 DETAIL B OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS,THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2,r BE USED. 1/4" CONTACT WI79 OTHER MAX. 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO SHIM 1318" 1/4"MAX,SHIM 1 1/4'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. 1 (1.6 KSI CMU) OR PER NOTE I 2-112*MIN,EMBEDMENT (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR ANCHOR,NOTE 1 NOTE 2 J e--1 EXTERIOR INTERIOR F_"� —.5 13/4" 1.MIN.EDGE • MIN,E.D (Hrm u\C�sDETAIL�A,B,C,D,�'&H) TVP. INTERIOR 6/8"MIN.EDGE 2x WOOD BUCK,NOTE 3 Ix WOOD BUCK,NOTE 3 ill SEE NAILING DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS (JAMB DETAILS E.F&1)EXTERIOR 618'MIN. EDGE CONCRETE A\ WOOD DETAIL H (HEA ANCHOR, ANCHOR, NOTE NOTE NAILING 131 DIA.MIN.x 2112"NAIL RODUCTREVIS1313 AT CORNERS AND 5"O.C, plying wlih tho Fimido TYPICAL DETAILS G,H&1. Building cod. 1/4' 114^ Acaqlattc,No 15-4519.10 MAX. MAX, SHIM SHI SEE LM IS'MIN.EDGE -F 13181,MIN. NAILING 13/4"MIN 2-1/2"MIN.— SEE NAILING MIN.3.4 KSI E.D.TYP.*,!L j"'kl'INJibGE EMBED LYN) CONCRETE2x WOOD DETAIL C BUCK, DETAIL D 2-112"MIN.EMBED— ® NOTE3 DETAIL I(JAMB)% DETAIL G(SILL)A 5 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS R—d.r. 7- STATC OF L.R A-5-114115 —D CORRECT OPTIONAL BUCK NOTE TO INCLUDE CMU ANCHORAGE DETAILS 'CHNGLOGYDRNE E . ....... J.J. 1�/17/11 Il.V 410E.RM 'Y/ NO CHANGE THIS SHEET E�NTFGV S. ER WINDOW,NON-IMPACT ON Dl$r,,ANDEMffp �A ALUM,HORIZONTAL ROLL 'Ak. .No To FSC CUIZREV --- A.LY44 R6VIS =C GE EDM"' MiUll .A.E. F,K_ ADD I PF VSHG ON 411107 ON.�iy NO�&lg.FL34274 Baw A K. Z27 /06 1111010 NTS 12 d 12 4f27-20 D P.r.0 69705 N. ')'NN- ,'"'• BCIS Home Login User Registration ? Hot Topics i Submit Surcharge s Stats&Facts Publications I FBC Staff BCIS Site Map i Links i. Search �FMa DECEIVE® �, r Product ApprovalS._..�, USER:Public User SEP 2 9 2017 Product lrooroval Menu>Product or Hoohcaion Seard?>Ao['!matiun � tion Detail r PERMITTING FL# FL242-R21 St. Lucie County,Application Type Revision �/ FL 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 5?,H2 ' �33 ". Isa Product Manufacturer PGT Industries Gk '., °a Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski j rosowski @pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 j rosowski @pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/07/2016 Date Validated 10/17/2016 Date Pending FBC Approval https:Hfloridabuilding.org/pr/pi_app_dtl.aspx?param=w6EVXQwtDquUsDrhuM3 DGCgL... 8/29/2017 l Date Approved 10/17/2016 Summary of Products FL# Model,Number or Name I Description 242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0629.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/05/2022 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0629.02,odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR-510(Impact) WinGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0612.14.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FI-2.42 R21 11 15-0612.14.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.3 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI 242 R21 C CAC 16-0714 14 1ptj Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.14.adf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2.42 R21 C CAC 16-0714.13.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/21/2021 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FI 242 R21 11 16-0714.13.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CHC 16-0714.10.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design,Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 H 16-0714.10.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.6 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.15.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.15.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.7 HR-2710M(Impact) 2LT HR-2710M PVC Horizontal Rolling Window https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDquUsDrhuM3 DGCgL... 8/29/2017 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0528.23%4.0df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL247 R91 11 15-052$,23 M-prif Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. (2-lite XX only) Evaluation Reports Created by Independent Third Party: 242.8 HR-2710M1 (Impact) 2/3 LT HR2710MI PVC HORIZONTAL ROLLER LMI Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1242 R2'I C CAC. 13-1125.03 MI.Ddf Approved for use outside HVHZ:,Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 13-1-125,03 MLod Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. (2-lite XX&3-lite XOX) Evaluation Reports Created by Independent Third Party: 242.9. HR-5410(Non-Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.18.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.18.,df Acceptance(NOA)for product performance information, Verified By:Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.10 HR-5510(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16.0714.17.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242'R21 11 16-0714.17.oclf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.11 SGD-770 Window(Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0629.09.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0629.09.ndf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER ochocage_details, and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.12 SGD-2500 Window(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0609.09 WDW.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 15.0609.09 WDW.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.13 SGD-5570 Window(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0505.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/04/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 it 16-0505.01.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquUsDrhuM3DGCgL... 8/29/2017 RECEIVED SEP 2 9 2017 P71AM1•DADE PERMITTING MIAMI-RADE COUNTY St.Lucie County,MDUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION19 �, T7�515E 3>((3 RM 6 ta, $6)315-2599 co om NOTICE OF ACCEPTANCE (NO ' •; S . PGT Industries,Inc. 1070 Technology Drive " North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur-the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"ER-5410"PVC Horizontal Rolling Window—N.I. APPROVAL DOCUMENT: Drawing No.MD-URS410-01 titled"Horizontal Roller-NP', sheets 1 through 15 of 15,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ?vUssiLE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.-Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT. The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0903.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0714.18 MIAMR=COUNTY Expiration Date: September 24,2020 Approval Date: September 01,2016 �1 ,� Page 1 j jI PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED "A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0903.11) 2. Drawing No. MD-BR5410-01 titled "Horizontal Roller-NI", sheets 1 through 15 of 15, dated 05/15/15, with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal®spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717,- FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC'2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 ' 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-8072, dated 02/03/15,signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition(2014), dated 08/28/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0903.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel P ez P.E. Product Control xa finer NOA No.1 -0714.18 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-1 { • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014), dated August 28,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.11) 2. Statement letter of no financial interest, dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0903.11) 3. Proposal issued by Product Control,dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under previous NOA No.15-0903.11) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0903.11,issued to PGT Industries,Inc. for their Series "HR-5410"PVC Horizontal Rolling Window-N.I., approved on 09/24/15 and expiring on 09/24/20. i i 3 Manuel erez Product Control Ex mi er NOA No.16-0 14.18 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-2 E E i DESIGN PRESSURE RATING IMPACT RA,T7�tG _ I 2-5 ANCHORS,SEE VARIES PER REINFORCEMENT NOT RATED FOR CLUSTER DETAILS SHEETS12-3/4'MAX,O.C. 1-114" LEVEL,SEE SHEETS 6-8 IMPACT RESUITAMCF 8*MAX. --y L—_ r SEE SHEETS D.SEE 8 SEE 9-13 2-5 ANCHOR$SEEgg SHEET 3 SHEET CLUSTER DETAILS SHEET 6 18.94'MAX.d1c. if a"MAX ---I MAX.D.C. B.SEE SHEET 54 A.SEE r-l__ - . r.............. SHEET31 SEE J _fc'F MAX. --- ---------------- 7 SHEET4f r.SEE[-'- ---------- ------- SHEET3 19" E EQUALLY MAX.O.C. 72" 72" 1 AX SPACED MAX. M EQUALLY 63 TABLES 13-19 HEIGHT SEE'- 4, - 71' ANCHORS PER BUCK BUCK SPACED HE, ANCHORS PER Buc: HEIGHT LES 13-19 ICtC;;T SEE S SHEETS 9-13 0 x 0 15. 8"MAX B"MAX. O X D.C. EE SILL SEE SILL 4* X EEPHOLE SEE SILL DETAILS, PHOLG 4"O.C.BETWEEN SHEETS EPHOLES SHEEN EEPHOLES DETAILS, WEEPHOLES D SHEFT3 75"MAX.BUCK WIDTH DETAILS, 75°MAX. 3'MAX 140'MAX.BUCK MOTH O.G.0 O.C.C' ET 2� -� .41EEN .LL L EE WEEP..L._/ I I I LEH f L C BUCK ELEVATION FOR TYP,EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN STANDARDS USED: GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT HORIZONTAL.ROLLER *2014 FLORIDA BUILDING CODE(FBC),5TH F01-1-10k 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY NINCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUD -ASTM E1300-09 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. I 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 ALUMINUM DESIGN MANUAL,ADM-2010 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. I.:AISI-SlOO-07IS2-2010ANSI/AF&PA NDS-2012 FOR WOOD CONSTRU,3TI,,)I 4)ALL WOOD SUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1� WOOD SUCKS ARE OPTIONAL IF UNIT 15 INSTALLED DIRECTLY TO SUBSTRATE.WOOD SUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER,1X AND 2X BUCKS(WHEN USED)SHALL 8 DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF R CORD.(AOR). GENERAL NOTES ..........I 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUD O.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN:EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.................................1 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE 0 INSTALLATION SMALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 6)1/4,MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT ISNrT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS .........................2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. EQUAL LEGIBOX. 3 B.PoS IT11 VE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL 4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS 5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES 6.8 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES 9-13 10)REFERENCES;TEST REPORTS FTL-8072;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA,ELCO AGGRE-GATORNOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZFJLIGHTrR SHADES OF CAP EXTRUSION PROFILES&BOM 14 COATED PVC EXTRUSION NON$;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NOS&ALUMINUM DESIGN MANUAL ASSEMBLY.................. 15 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL- I PnODUCTRCVISEE) wraplyi.s wWl 0',0 Flo&% USER INSTRUCTIONS: D.ildi.s 0040 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. eptsaw No r,'_ E 'ra' D it Revised E�v. Date: Revision: 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND S X REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING 6 A)ADDED SPACER v JR 015/05/1 S Z-7 TO SHEET j TABLES 6-12(SHEETS 6-6),IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING C. OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. % Revised By, Date: R-W.w 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION CONDITIONS. 4)DETERMINE THE-ANCHOR QUANTITY FROM TABLES 13-19(SHEETS 9-13),VERIFY THE ANCHOR/SUBSTRATE WILL MEET D-06ption., Drown BP REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS GENERAL NOTES&ELEVATION J R sokw::' SHEETM -SET ARE MET. SET AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINIJ-CHANNEL INSTALLATION. 1070 TECHNOLOGY DRIVE 'Due: USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. N.VENICE, FL 34275 HORIZONTAL ROLLER-NI 05/131 P.O. 13OX 1529 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, % NOKOMIS,'FL 34274 scofe� INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE BON SHEET 2. P.E9 58705 CERT. OF RUTH. #29296 HR-541 0 NTS_I Sheet:I OF 15 IDMD-HR5410-0 i TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE class I!t Type Description(Listed from Exterior to intortor) { Frame Glass installation I Typos Options Substrate Option Detail Sheet 1 314"LG,:1/8"A Extodor Ca +t/2"Ah S ace+1/8"A Extedor Ca GL.A55 TYPES 1&3 MAY Conditions - P p P NOT BE USED IN THE (sae Fig B) (Sae Table i) 2 314°LG.:118"T Exterior Cap+112"Air Space+1/8"T Exterior Cap HVHZ ABOVE 30'. Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 3 314"LG,:3116"A Exterior Cap+3/8"Air Space+3116"A Exterior Cap J•Channet integral fin...... .,,,Into Metal-sheet 4,option B 4 3/4"LG,:3/16"T Exterior Cap+3/8"Air Space+3116"T Exterior Cap {#1) 1.4 Through the frame into 2X Wood FramelBuckstrip-sheet 4,oJptlon 6 --SEE SHEET 6,TABLE 5 FOR GLAZING/DESIGN PRESSURE/ANCHORAGE INDEX. of the window...... .,,,into Metal-sheet 4,option 7 .,.,into 2X Wood Frame/Buckstrip-sheet 3,option 1 FlangeThrough the frame ....into Concrete/CMU-sheet 3,option 2 (#2) 1-4 of the window_.... through 1X Buckstdp into Concmte/CMU-sheet 3,option 3 TABLE 2:ALLOWABLE ANCHORSTHROUGHTHE FRAME ....into Metal-sheet 3,option 4 ! GroupAnchor Substrate Min.Edge Min. Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 Distance Embintegral Fin 1 4 edment integral 8n...... ....into Metal-sheet 4,optlon8 _ (0) Through the frame•••.into 2X Wood Frame/Buckstrtp-sheet 4,option 6 #10 SMS P.T.Sou hem Pine(SG=O. ) 7116" 1-318" of the window........,.into Metal-sheet 4,option 7 (steel,18-8 S.S. Steel,A36` 316" 0.050" — . 'MIN.OF 3 THREADS ...,into 2X Wood Frame/Buckstrip-sheet 3,option 1 g Steel Stud,A653 GG 33` 3/6" 0.0451"(18 Ga,} BEYOND THE METAL Box 1 Thmugh the frame....info Con;; t..CMU-sheet 3,option 2 a or 410 S.S.) Equal-Leg 1.4 A Aluminum,6063-T5" 3(8" 0.050" SUBSTRATE.FOR (#4) of lha w dow...... ....through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 P.T.Southern Pine(SG=0.55) 7/16" 1.3/8" STEEL STUDS, .,.,into Metal-sheet 3,option 4 " 3116"steel Ultr2con Concrete min.2,85 kS! 1" 1_318" MIN.Fu=45 KSI& { } MIN.Fy=33 KSL Ungrouted CMU,(ASTM C-90) 2-112" 1-114" P.T.Southern Pine(SG=0.55) 9116" 1-318° UNGROUTED CMU" #12 SMS VALUES MAY BE (steel, S.S. Steel,A36` 316" 0.050" USED FOR GROUTED FIGURE B:FRAME TYPES or 4100 S5., . Steel Stud,A653 Gr.33` 318" 0, 18 Ga.) CMU APPLICATIONS. 5 J 0451"Aluminum,6063-T5' We" 0.063" 1!4"steel Ultracon Concrete(min.2.85 ksi) 1" 13/4" C Ungrouted CMU,(ASTM C-90) 2-1/2" IAW Q_/U 4 0 steel Creletlex Concrete(min.3.35 ks!) 1" 1.114" INSTALLATION NOTES,SEE SHEETS 3&4 FOR ILLUSTRATIONS: 114"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-314" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON BOX OR 1!4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE FLANGE EQUAL- 1 QUAL- 114" DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE LEG steel Creteflex Concrete(min.3.35 ks() 2-112" 1-3/4° USED ON ANY SIDE OF THE WINDOW. D 114"sleet Creteflex , — Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" P.T.Southern Pine(SG=0.55) 1" 1-318" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1-318" 2,THIS SHEET,ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO P.T.SouthernPine SG=0.55 1" 1-3/6" BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD c_----1 114"steel Aggre-Gator Gmuted CMU,(ASTM C-90) 2" 2" BUCKS DEPICTED AS 2X ARE 1.112"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1 0 3 0 TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INTEGRAL ; INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR J•CHANNEL FIN J ARCHITECT OF RECORD. _ { -� 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS 7 DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN o a PRODUCT REV(SED f•! Group Anchor Substrate Mlm Edge Min. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. secrnPlying with the F;041' i Buila;ng Coae Distance Embedment ,arcepuutce I"b 16^C? jft•f r •:r. -•Piratic Duce l'- i E 2-112"x.131"Common Nail P.T.Southam Pine SG=0.55 318" 2-7116" Redsad BY: cote: RaWaron; $ 2-1/2"Rings hank Rooting Nall P.T.Southern Pine(SG=0,55) 316" 2-7/16" P.T.Southern Pine(SG=0.55) 112" 1-318" rse eaa W. Rata: P,eNelon: h'tiami adcPrr dor'Cr•rtrr'�' #10 Trusshead SMS Aluminum,6063.75' 318" 0.050" (steel,18-8 S.S. or 410 S.S.) Steel Stud,Gr.33' 318" 0.0451'(18 Ga.). ^: ® oeecAption: DM_B'- F Steel,A36' 316" 0.050" MIN,OF3 G( ; GLASS/ANCHORS/FRAME OPTIONS J ROSOUIf A 4. P.T.Southern Pine(SG=0.55) 9116" 1-319" THREADS BEYOND #12 SMS THE METAL 1070 TECHNOLOGY DRIVE Title: Dote: h (steel,18-8 S.S. Aluminum,6063-T5` 3/8" 0.063" SUSSTRATE,FOR - N.VENICE, FL 3+275 }-{ORIZONfiAI.ROLLER-N! 0511'�F - Steel Stud,Gr.33` 3/B" 0.050" STEEL STUDS, P.O. BOX 1529 or 410 S.S,) MIN.Fv=46 KSI& %; '•,' NOKOMIS, FL 34274 Serres/Madek Su(e: Shee6 Orawlag No. Steel,A3G 318" 0.050" MIN.Fy-33 KSI. A:LYNN MIL[.#a;P,E. 1 P"68705 CERT. of Atmi. �zszss HR-5410 NTS 2 OF 15 MD-HR5410-0'f t , INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES 1j INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 OR 202 OR@—, ANCHORED THROUGH FRAME AND 1X INSTALLATION EMBEDMENT AND EDGE OPTION 4 SEE INSTALLATION NOTES SHEET 2 BUCKSTRIP INTO CONCRETFJCMU. OPTION 1 DISTANCE PER SUBSTRATE. ANCHORED (S SHEETS 6-8) SEE NOTE 2,SHEET 2. ANCHOREOTHROUGH EDGE DISTANCE SEE TABLE 2.SHEET 2. TYPICAL FOR ALL FRAME INTO ZX WOOD FRAME INTO METAL "XO"OR'OX'SASH 1/4"MAX SHIM EMBEDMENT FRAME OR BUCKSTRtP. 114*MAX.SHIM19 16 X30 16 29 SEE NOTE 2,SHEET 2. EMBEDMENT 13 20 LE 28 40 EDGE FLANGE #100R#12STEEL SASH DISTANCE FRAME EMS(GS),SEE SHOWN TABLE 2,SHEET 2. 2 28 ❑ 1/4"MAXSHIM ❑ 41 TYP.ANCHOR TYPE, 2- FIXED EMBEOMENTAND tl -13 El LITE VISIBLE Ll y \--EDGE DISTANCE rER Is LIGHT WIDTH SUBSTRATE,SCE O 73 TABLE 2,SHEET 2. iY il 85 87 DADE APPROVED MULUON, ---- 00 VISIBLE yy FBCCOMPLIANT 42 ALOMINUM/STEEL FRAMING FLANGE LIGHT'WIDTH EXTERIOR I OR STEEL STUD.MAYBE FRAME 73 14 (4 EQUAL VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN 204 OR 2@5 OR 26 _G LEG AT MID-SPAN OF INTERLOCI LIGHT SEE SUBSTRATE PROPERTIES, (SE SHEETS 6-8)TYPICAL FOR ALL I FRAME 3-112"FROM EACH SASH till LITE 1.0VIN ccll;�l(111)) HEIGHT TABLE 2,SHEET 2 "XO"OR"OX'FIXED MEETING RAIL SUCK WIDTH CORNER AND(1)AT CENTER C SASH STILES/RAILS HORIZONTAL SECTION A-A(OX 22 OR 2@3 I —�7�— 16 F@ BUCK 30 16 19 If (SEE SHEETS 6-6)TYPICAL HEIGHT EXTERIOR FOR ALL,x6x-SASH OPERABLE 40 20 OPERABLE 43 SASH SASH VISIBLE 37-39 @HEIGHT F IL 21 OR 2@2 OR 23 LIGHT OPERABLE SASH 0 0 k (SEE SHEETS H 8) EIGHT 28 TYPICAL FOR 41 ALL SASH— FIXED __j VISIBLE LITE VISIBLE 45 47 LIGHT WIDTH LIGHT WIDTH 81 29 FLANGE WEEP 11 FRAME 87 q OPT. 9 SHOWN 65 =cY, \ — tl NOTCHES r=O 1 1-4,�J2 EXTERIOR 314"X1/4" —�3)4 R 26 VISIBLE 73 EXTERIOR 1-1/4 X 1/4— &0 IGHTWIDTH 14 45 (4 4 2 (SEE SHEETS 6-8)TYPICAL FOR ALL /4 MAX "XOX"FIXED MEETING RAIL 3 SUCK WIDTH SHIM EQUAL-LEG PRODUCTRFVISED Ili HORIZONTAL SECTION E-E Q�OX FRAME o INSTALLATION AS PER SECTION A-A ABOVE SHOWN Building Cade EQUAL LEG1 ); A 'p No /(,-C 14, FRAME SHOWN -da Dole q INSTALLATION Ily EMBEDMENT N mni wtlalni ?red-ici-a.(ft.,- R-ised By. Dot.. Re,4�1.w OPTION 2 ANCHOREO THROUGH FRAME DIRECTLY INTO EDGE HT FORMULAS ¢9 IIesodptFon: 0Jr ROSOVV"� CONCRETEJCMU, STANCE VISIBLE LIG EQUAL-LEG/BOX FRAMES TYP.ANCHOR TYPE, -_: EMBEDMENT AND EDGE VERTICAL 1 (EQUAL-LITE,XO&OX) DISTANCE PER SUBSTRATE 1070 TECHNOLOGY DRIVE Tittv: 0.4c; 'WIDTH:SUCK WIDTH/2-4-1W N.VENICE. FL 34275 HORIZONTAL ROLLER-NI SEE TABLE 2,SHEET SECTION B-B HEIGHT:BUCK HEIGHT-7.1/4' • P.0. BOX 1529 NOKOMIS:FL 34274 Sheet: TD_�-mi �/Wodeh- No, r A'C*��IMIUER.P.E. H R 3 OF 15 MD-HR5410-0-i P.E.#5670.5 CERT. OF AUTH. # INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR 22 OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 NOTE 2,SHEET 2. (SEE SHEETS 6-8) ` i ANCHORED THROUGH tt INTO METAL(INTEGRAL TYPICAL FOR ALL 1 EMBEDMENT INTEGRAL FIN INTO 2X �-.._ EMBEDMENT FINIFLANGE REMOVED) "XO"OR"OX"SASH l WOOD FRAME OR BUCK- 29 STRIP,SEE NOTE 2, — _ 16 IUI SHEET 2. EDGE —>^-{ 1/4'MAX.SHIM 19 16 30 DISTANCE I r 13 28 F 20 OPERABLE 43 EDGE J-CHANNEL #10 OR#12 STEEL G7 40 SAS, DISTANCE 1. FRAME SHOWN O SMS{G5),SEE 37-39 - TABLE 2,SHEET 2.—� ❑ O EMBEENT*IQ TYP.ANCHOR I:— yI.i14"MAX SHIM LITE 41 �� VISIBLE EDGE DISTAI ICE PC I'. TYP.ANCHOR 7YP FIN AND/OR SUBSTRATE,SEE (J ❑' I� -_r{'"' LIGHT WIDTH TABLE 2,SHEET?. ' EMBEDMENT AND OGE FLANGE MAY BE It—JI ?{ SCREW SHOu,,.l DISTANCE PER SUBSTRATE, REMOVED IN-FIELD ( ) }i 73 SEE TABLE 3,SHET 2. a �� ;;I a a 13 0 Q _ter �5 87 FIN FRAME P 42 p SHOWN DADS APPROVED MULLION. VISIBLE EXTERIOR 29 FBC COMPLIANT — LIGHT WIDTH ALUMINUMISTEEL FRAMING 73 \ 14 y 3 OR STEEL STUD.MAY BE 24 OR/---,\OR 26 v' VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL HEIGHT TABLES 2&3,SHEET 2. BUCK WIDTH INSTALLATION` HORIZONTAL SECTION C-C(OX) 22 OR 23 OPTION 8 (SEE SHEETS 6-8) ANCHORED THROUGH 29 �"� 16 TYPICAL FOR .FIN INTO METAL 28 30 16 19 ALL"XOX" (FLANGE MAY BE REMOVED BUDK EXTERIOR OPERABLE 40 20 OPERABLE 43 SASH HEIGHT /�, SASH Q <D VISIBLE S1��_i 37.38 -..__�o SA #10 OR#12 STEEL 21 OROR 23 LIGHT OPERABLE 'IF-il 15H SMS(G5),SEE HEIGHT SASH L7 TABLE 2,SHEET 2. (SEE SHEETS 6-8) 1 28 (, f TYPICAL FOR -�-I �L'v__ 41 _ai✓�' I� ALL SASH 16 FIXED y,.� VISIBLE .-I VISIBLE I 86 O 45 47 ❑ LIGHT WIDTH 11/�� ,.:= LITE _ Z� — LIGHT WIDTH OPT. -�' cl 80 81 �-`--� � FIN ,( O q p -� FRAME 87 85 I' WEEPNOTC ES 29 29 SHOWN 0 C'r_-�- .� 42 , 3!4"X1/4" VISIBLE EXTERIOR OO 1-1/4'X1/4" 3 25 OR 26 LIGHT WIDTH 73 14 { 1) J-CHANNEL v (SEE SHEETS")TYPICAL FOR ALL _ 1S "XOX"FIXED MEETING RAIL SHOWN — 33 r+ BUCK WIDTH 3 F1/4"MAX HORIZONTAL SECTION F-F(XOX) rRODuciaevlsB>7 ;'I ❑ O SHIM (1)AT MID-SPAN OF INTERLOCK as cemplyiog wish 0lertr j INSTALLATION AS PER SECTION D-D ABOVE Building code n—planee No 4 FIN FRAME 43 CORNER AND 1 AT CENTER OF " E ration.vain SHOWN T O „ - SASH STILESIRAILS .+'f l Revised By; Date: Revision: TYP.ANCHOR TYPE, t'':/;-.� ! � 1 C•c} �'P„ EMBEOMENTAND O tl MimrJ'aada iVnCntSUc/'y : Dote: ` J t EDGE DISTANCE PER EDGE DISTANCE Revised B SUBSTRATE,SEE SEE Y ReHaron: TABLE 3,SHEEP 2. —....I EMBEDMENT�— "''• , - .�" Dascriefton: Drown VERTICAL VISIBLE ucHT FORMULAS �(• f� i� J-CHANNEL&WTEGRAL FW FRAMES J ROSO�+i-> INSTALLATION OPTION 5 (EQUAL-LITE XO&OX) .:'�'` 1070 TECHNOLOGY DRIVE ran: o t T- ANCHORED THROUGH INTEGRAL FIN .SECTION Q-Q WIDTH:BUCK WIDTH 12.4.1W - N.VENICE, t7 34275 INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-1l4" t�'.: P.O. BOX 1529 HORIZONTAL ROLLER-NI OJl,•.,, _ STRIP,SEE NOTE 2,SHEET 2. ••') �I.. -- .. NOKOMIS, FL 34274 SeriasjMadek 5cate: Shaet: Browing No. f. , A''LVPE587p5 PE CERT. OF AUTH. #29296 HR-5410 NTS 4 OF 15 MD-HR5410-0'1 5 SILICONE STRUCTURAL 1/4"NOM. " POLYISOBUTYLEN WITH DESICCANT EXT.GLASS 76 KODISPACE 48G TPS 3/4"NOM. 3/4•NOM. 76-79 BITE Tl'P. INT.GLASS 1/8"A GLASS 1/8"T GLASS 73 74 1/2"AIR SPACE 1/2"AIR SPACE ALUMINUM 1/8"A GLASS 1/8"T GLASS--\ EXTERIOR 26 O REINFORCEMENT e]EXTERIOR a EXTERIOR 75 29 + 5116"NOM 7G79 76.79 29- BUTYL 8 / DESICCANT / I ExT.GLAssAM 77 DURASEAL6 33 OSPAGER GLASS TYPE 1 GLASS TYPE 2 �� INT.GLASS a ' TYP. GLAZING DETAIL s 40A ELT BUTYL — STRUCTURAL I314"NOM. 3/4"NOM. SILI 3116"NOM. DESIC3116"A GLASS 3116"T GLASSSUPEREXT.GLA6 SPACER@NXT- 3/8"AIR SPACE 318"AIR SPACE3/16"A GLASS 3/16"T GLASSaEXTERIOR ]EXTERIORLASS + 76-79 76.79 I ' POLYISO- DESICCANT FILL AREA BUTYLENE 5716"NOM. SEAL GLASS TYPE 3 GLASS TYPE 4 SILICONE SEAL ROLL-FORMED h STAINLESS STEEL k' XL EDGE T"' GLAZING NOTES: PRODUCTRFVISED P 79 SPACER EXT.GLASS 'T"=TEM RED Build og Cod¢with tf>e t Iondr Acrapteoc¢Na��^b l c :,. Revised By: Date: Rayiaim E: 'ai Date 7 A)ADDED SPACERS, JR 05/05/16 BY_ !fn INT.GLASS ,�4' MOVED CtSTR.DETAILS. t✓fiomi ?ad¢Pr aaQ Ravrrad 8y: Dole: Reylal¢: Part# Description Material 76 !<ommerling 4SG TPS Spacer System �` z ® Desariptlm: J R 77 Quanex Super Spacer nXT with Hot Melt Butyl See this t t 1'j (�.` := GLAZING DETAILS J ROSC�1''+ Sheet for '.t'' 1070 TECHNOLOGY DRIVE 7-tte: 78 Quanex DUraseal Spacer Materials N.VENICE' FL 34275 HORIZONTAL ROLLER WINDOW-NI 05/?`t1 i P.O. BOX 1529 79 Cardinal X.Edge Spacer >;;,! .;• NOKOMIS:FL 34274 sa ray/r�adaa 5cafa: Sheat Dmwrnp No. REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 .•L'/I;LYft,Jl(_LER;P.E. CERT. OF AUTH. #29296 HR-5410 NTS 5 OF 15 MD-HR5410-0'i P.E#58705 TABLE 5: TABLE 6: TABLE 7: Index t0 All Design Pressure and Anchor quantity Tables Glaea Types Glass Types 1-4 Design Pressure(Ibs/ftr)for XO or OX Windows 1-4 Design Pressure(Ibsffe)for XO or OX Windows Max. Max. Glass RoinL Design Pressure Anchor Duadity Rent Line[ Window Buck Height Reint Letel Window Buck Height Canftg. Wktth Haigh Typo U.1 RI 30" 36" 48" 1 54" R2 30" 1 36" 48" 54' 25-112' +65,0 -1000 +e5. , . - .0 +65.0 " . 25.112 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 Table#' Page# Toblo# Page# _ 0 -1000 +650 10010DD t ' ; 54" 1 6 1 6 13 9 28" +65,0 -100,0 1+65.0 1-100,0 +65,0 -100.0 +65,0 1 7000 5 28" +65.0 1-130.0 +65.0 1-130.0 +65.0 --130.0 +65.0 -130.0 75" 54" 1 2 7 6 14 9 36' +65.0 -100.0 +65.0 -100.0 +65.0 •94.2 +65,0 $1.6 36" +65.0 -130.0 +65.0 -130.0 +65.0 -116,5 +65.0 •109.5 ?33 63° 1 10 ...1- -15 -- 10 `� -72.4 42" +65.0 -130.0 +65.0 -130.0 +65A -9L7 +65.0 -112,4 t 42' +85.0 -100.0 +65.0 -100.0 +65,0 •83.9 +65.0 ar 54 1 8 6 13 8 RM t. . OX 54' 2 7 6 14 9 -10.0 +65.0 -100.0 +65.0 -76.5 +65.0 $5.6 48" +05,0 -130.0 +65.0 -129,4 +65,0 $5,9 +65,0 -72.675" 63• 2-4 3 10 7 15 to -t00,0 +65.0 -100.0 +65.0 •66.8 +56.5 56.5 60' +65.0 -130.0 -65.0 -114.6 +65.0 -83.5SOa8S 72" 4 11 6 16 10 -100,0 +65,0 -94.9 +60.3 $0,3 +50,0 -50.0 75- +85.0 •108.5 +65.0 -94.9 +65.0 •72.9 +65.0' $5.5" I'� 120" 63" 1 3 8 7 17 11 63' 2-4 SEE TABLE 13 FOR ANCHORAGE "+55F70 FOR GLASS TYPES 2-4 SEE TABLE 14 FOR ANCHORAGE g YDX 140, 43 9 7 1e 12 12 8 19 13 HEADER HEADER I� j1 -� r•- 4'MAX.O.C. i SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 8 21 FOR WINDOWS WITH p 21 5-ANCHOR LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT U / (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH CLUSTER DETAIL IN FIGURES APPLYTO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT FRAME TYPES 8 FRAME TYPES 8 CONFIGURATIONS) Q CONFIGURATIONS) Q O 21 21 4'MAX,O.C. } X E IaR EXTERIOR SILL � .� SILL M4-ANCHOR �•'� nSTER DETAIL i SASH WIDTH SASH WIDTH 1 t 4"MAX.O.C. ' o MEETING RAIL MEETING RAIL ' U Ci 24 _ 25 . 21 21 21 21 M3-ANCHORSTER JAMB ext'EruoR JAMB ExreRiOa R ° PRODUCTREVISED DETAIL v as cmnplyioa 141h 1170 0 o O Ituildieg Co3e (�O (' Aocoptoace No .7•!," Dace NOTES: R-16.d By: Dote; Ravielon; 1)USE THESE TABLES FOR ALL WINDOWS A)MOVED CLUSTER JR DETAILS Pro'ct^ INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. By 05105/16 8'MAX.O,C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK ' Re»'aedDote: Rerieion: ti11P1)r FBF W i,t j' , 4"MIN.O.C. -� HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT --' AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN t•• ® Deacriptton: ON THE TABLE. (, } ( I6 :::'.;-. DESIGN PRESSURE TABLES J ROSO'v - J/� 2-ANCHOR 4)-1/4-1/2-1/4' INDICATE THAT, '� .... J/ THOSE STANDARD SASH CONFIGURATIONS FALL 1070 TECHNOLOGY DRIVE 77(14: Dot! CLUSTER DETAIL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT N.VENICE, FL HORIZONTAL ROLLER-NI COLUMN,'CUSTOM"INDICATES THAT NO P.O. BOX 1529 STANDARD SASH CONFIGURATIONS FALL WITHINNOKOMIS:FL 34274 SerieejModat: scuta: sheet: Orva•!ng No. THE RANGE A,LYNtJ MILLER,P.E. CERT. OF AUTH. #29296 H R-5410 NTS 6 OF 15 MD-HR5410-0'.i P.F.Y 68705 TABLE 8: Glass Typo TABLE 10. j 1 sash Sash Design pressure(Ib for�OX Windows Glass Types = i Rein Levet Configuration Wrath 1 1-4 Design Pressure(Ibslfi)for XO or OX Windows I Range On) Window Buck Height ( , R330- Relnt.Level Window Buck Height y 48' l �" �" t , 35-114" /s- -/ 11.391-11.391 +65.0 -100,0 +65.0 -100.0 +65.0 -100.4 +65.0 -100.0 +65,0 -93.0 R3 30" 36" 48" 54' 83" � 25-1/2" +65.0 -100.0 +65.0 •100,0 +65.0 -100.0 +65.0 -100.0 +65.0 -100,0 38" /s-%-Y 112.308-12.345 +65.0 -100.0 +65.0 -!E +65.0 400,0 I+65.0 -100.0 +65.0 -100.0 t 15 28" 165.0 -100,4 +65.0 -160.0 +65.0 -100.0 +55.0 -100.0 +65.0 -100.0 -%-/ 1 11.391-13.397 +65.0 -100.0 +65.0 -100.0 +65.0 •89.0 +65.0 -77.9 +65.0 69.5 45-110' 36" +65.0. -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -t OD.O +65.0 -85.4 Y.-J-yt 13,398.74.663 +65.0 -100,0 +65.0 40Q0 +65.0 400,0 +65.0 -100.0 +85.0 -nzi " 4T +65.0 -100.0 *65,0 -100.0 +65,0 -91.7 +65.0 -82.4 +55.0 -74.1 m' 47-314' -y 111.391-12.297 +65.0 -500.0 +65.0 -100.0 +65.0 -85.6 +65,0 -72.2 +59.6 59.0 `� 48" +65.0 -100,0 +65.0 •100.0 +65.0 -85.9 +65.0 -72.6 +60.9 60.9 -%-y 12.298-15.558 +65.0 -100.0 +65.0 -100.0 +65.0 67.2 +65.0 -74.9 -65.0 65.9 60' +85.0 •100.0 +65.0 400.0 +65,0 -83.5 +65,0 -70.9 +56.7 -56.7 i Custam 51.391-12016 +65.4 -104.0 +65.0 -500.0 +65.0 -84.4 +65,0. 71.8 +56.3 -50.3 t 75° +65.0 -190.0 +65,0 -9d.9 +65.0 -72.9 -62.8 m 52-1/5" %%% 12.017-13.397 +65.0 1-100.0 +65.0 -100.1) +65.0 -85.0 +65,0 -71.8 +56.1 56.1 SEE TABLE IS FOR ANCHORAGE m %=f-y 13.398-17.016 +85.0 400.0 +65.0 -10D.0 +65.0 -85.4 +65,0 -72.0 +58,7 -58.7 Custom 11.391-13.397 +65.0 1-100,0 +65.0 •96.9 +65.0 .73.9 +65,0 -66.6 +55.9 55.9 7 60" Y.-Y% 13,398-15.360 +65.0 -100.0 +65.0 -100.0 +65.0 -80.8 +65.0 -70.7 +57.6 -57.6 1 Y.-%-Y, 15.365-19.841 +65.0 -104.0 +65.4 -700.0 +85,11 -04.5 -65.O -71.8 +56.3 5HEADER 6.3 75" "Y 17.141-18.710 +65.0 -100,0 +65.0 -89,3 +65,0 •66.8 181,4 -81.4 +52.5 -525 -'ja-'�s 19.111-24.64! +65.0 -100.0 +65.0 68.1 +65.0 -74.5 +65.0 •67.2 +56,) -56.1 o 27.841-32,516 +65.0 -100,0 ♦65.0 69.3 +65.0 -88.6 +61.4 51.4 +52.5 -52.5 �° Custom 32.517-39.641 +65.0 -100.0 +65.0 •91.3 +65.0 -70.6 +63,0 -63.0 +53.7 53.7 SECTION DETAfL.. FOR WINDOWS WITH a p 22 00 39.641 +65.0 -1 .0 *85.0 -89.3 +65,0 58.8 +61.4 -81.4 +50.0 50.0 u WINDOW WIDTH.4032 SEE TABLE 77 FOR ANCHORAGE LEVEL.R3 REINFORCEMENT ` "MIN.SASH SIZE= 2 (REINFORCEMENTS SHOWN SASH TABLE 9: HEIGHT tN FIGURES APPLY TO ALL Glass Types FRAME TYPES& " 2-4Sash. Sash Design Pressure(}bste)for XOX Windows CONFIGURATIONS) RanWidge O 22 Conkgunithm Reint,Level Range Qn} Wtndaw Buck Height I, R3 30" 36° 48' ' 54" 83' _ a 35.114' %-%-Y. 11.391-11.391 +65.0 -100.0 +65.0 1-100.0 +65.0 -100.0 +65.11 -100.0 +65.0 -100.0 36" %-y% 12308-12308 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65,0 -100,0 +65,0 -100.0 EXTERIOR I i 45-1111" Y,-%-Y, 11'381-13,397 +85.0 -i00.0 +65.0 -100.0 +65,0 -100.0 +85,0 -100.0 +65.0 -97.9 � SILL _.... y,-y,y, - 13.398-14.683 +65.0 -140.0 +65.0 -14010 +65.0 -100.0 +65,0 -100.0 *65.0 •100.0 47J14' Y,-%.Y, 11.391-12.297 +65.0 -100,0 +65.0 -1D0.0 +65.0 "100.0 +65,0 -100.0 +65.0 -95,2 c' y,%.y. 12298-15.558 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -91.2 � 1 Custom 11.391-12016 +65.0 1-100,0 +65.0 -100.0 +115.0 -100.0 +65.0 1-100.0 ++BS.p 58,5 SASH WIDTH I 52-718" 72017-13.397 +65,0 -100.0 +65.0 -100.0 +65.0 -100.0 +65,0 -100.0 +65.0 57,5 Y.-Y,-% 113.398-17.016 +65.0 -10D.0 1+65.0 •100.0 +65,0 -100.0 +65,0 -100.0 +65.0 64.8 o MEETING RAIL ` Custom 11,391-13.397 +65.0 -100,0 +65,0 -100,0 +65.0 •100.0 +65.0 -94.8 +65.0 -77.0 m' 84' _ Y-}4-y 13.398-15.360 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65,0 -94.9 +65,0 -77.7 D Q 25 c %-%-)'s 15.361-19.641 +65.0 -100,0 +65.0 "100.0 +65,0 -100.0 +65.0 -021 +65.0 -75,7 22 22 g Custom 11.391-13.397 +65.0 -100.0 +65.0 -100,0 +65.0 -94.4 +65,0 66.8 +65.0 -68.7 o c 75" %-h.y 13.398-19.110 +65,0 -100.0 +65.0 "100.0 +86.0 -97.3 +65,0 •80.4 +63.8 -63.8 JAMB ExrrEr11R OR PRODUCT MVISED i -h-y 19.111-24.64t +65.0 -100.0 +65.0 "100.0 +85.0 -94.1 +65.0 -79.4 +64,3 54,3 V a aC7 ac compiyia8 with the FlodG_ } ° Building Code i 1{ Custom 17.641-19.397 +65.0 -100.0 +65.0 -90.4 +66,0 -828 +65,0 -78.6 +60,9V-57.5 4.'\''- I .vv1't:::ii: .aacsniauaa Ile - _ A 96" %-y,1 19.398-24.360 +65.0 -100.0 +65.0 -97.4 +65,0 -87.8 +65.0 74.2 +57.6 E. "ration Date -t"+ Revised 8Y: Dote: Reviefon:%-%j 24.365-35.641 +65.0 -100.0 +65.0 -100.0 +65,0 .85.0 +65.0 69.9 +55.2 "'' . y �'/?".-%-y 29.641-32.515 +65.0 -100,0 +65.0 -90.4 +65.0 .828 +65.0 68.6 +52.7 ° Miglgit ,2.dt?,odnciCcnc',, Rev/sed By: Dofe: Revie/an:-h 32.518-39.641 +65.0 -tOp,O +85.0 -100.0 +65,0 -87.4 +65,0 -65.6 +505Custom n -39.841 +65.0 -100.0 +65.0 -90.4 +65.0 •81.4 +65.0 65.6 +60,0 "MIN.SASH SIZE=WINDOW WIDTH-60.72 SEE TABLE 18 FOR ANCHORAGE ��'� ® DaxriptFan: oro-8Y: i NOTES: 2 6+tK (� DESIGN PRESSURE TABLES J ROSOW t 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE Ti IL: Date: N.' HORIZONTAL ROLLER-NI 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE t5 AS PER THE FIGURE, N. VENICE.,FL 34275 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P.O. BOX 1529 4)'1/4-1/2-1/4"AND-1/3-113.1!3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE '''" NOKOWS:FL 34274 fiarieaJModet: Scala: Sheetr L4vw/ng No. f' P,E,k 58705 Y i IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYW4I.LER,P.E. CERT. OF AUT-I. !29296 HR-5410 NTS 7 OF 15 MD-HR5410-0-1 t I TABLE 11: Glass Types 2.4 Design Pressure(Ibse)forXO or OX Windows RetnL Level Window Buck Height R4 3G ae' 1 54" 63° 1 72' 25-112" +65.0 .130.0 +65.0 -130.0 +85.0 -130.0 +65,0 -130.0 1+65.0 -130.0 AS c 28' +65,0 -130.0 X650 -130.0 +65.0 -730.0 +65A -130.0 1+85.0 1-130.0 ' 36" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 .130.0 +65.0 17123,3 m 42" +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -126.8 +65.0 1-108.2 10 � 48" +65.0 .130.0 +65.0 -130.0 +65,0 -13D.0 +65.0 -114.2 +65.0 -97.1 601, +650 .130.0 +65.0 -130.0 +65.0 .112.6 +65.0 -94.1 +65.0 -61.7 HEADER 75- +65.0 -130.0 +65.0 -119.3 +65.0 -104.0 +65.0 -84.2 +65.0 -70.0 SEE TABLE 16 FOR ANCHORAGE i SECTION DETAIL r TABLE 12: FOR WINDOWS WITH t� O 23 Glass Types LEVEL R4 REINFORCEMENT V 2-14sash sash Design Pressure(Ibse)for XOX Windows Width (REINFORCEMENTS SHOWN SASH RatnL Law, CW onffg=tlon (in) Window Buck Height FRAME FIGURES APPLY TO ALL HEIGHT Rangeid R4 .30' 36' 48• 54• 63' FRAME TYPES 8 �I CONFIGURATIONS) 35.114' M-j-Y, 11.391-11.391 -+675.-CT--130.0 1+65,0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 -130,0 23 3 38' Yi.}3- 12.308-12.308 +66.0 1.130.O 1+65,0 -130.0 +65,0 -130.0 +65.0 -130,0 1+65.0 -130.D 45-118' �� 11'381-13.397 +65.0 -130.0 +65.9 -130.0 +65,0 -130,0 +65.0 -130,0 +65.0 -130,0 13.398-14.683 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 -230.0 47-314' 11.391-12.297 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130,0 +65.0 -128.8 EXTERIOR SILL Ya^Ya-X 12,298.15.558 +65.0 -130.0 +65,0 -130.0 +65,0 -130.0 +65.0 -130.0 +65.0 -127.7 Custom 11.391-12.016 +65.0 -130,0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.2 +65.0 -98.2 52-118" %-h_X 12,017.13.397 +65.0 430.0 +65.0 -130.0 +65,0 430.0 +65.0 -121.3 +65.0 -104.3 53.398-17.016 +65.0 -130-0 +65.0 -130,0 +65.0 -130.0 +65.0 -130,0 +65.0 -118.7 SASH WIDTH !f Custom 11.391-13.397 +65.0 -130.0 +65.0 -130.0 +65,0 -120.4 +65.0 -104.8 +65.0 -86.2 - m 60• +Y+-%_f 13,398-15.360 +65.0 -130.0 +65,0 -130.0 +65A -127.2 +65.0 -108.2 +65,0 -89.2 -Y,-'/n 15,361-19.641 +65.0 20.0 +66.0 -130.0 +65.0 -130.0 +65.0 -116.4 +65.0 -98.6 0� MEETING RAIL 1' Custom 11.391-13.397 +65.0 1-119.7 +65.0 -109.6 +65.0 -94.4 +65.0 1 $8.8 +65.0 -75,226 !I 75• X-f-y 13.398-19.110 +65.0 1.130.0 +65,0 -121.2 +65.0 -1022 +65,0 -91,7 +65.0 -79.3 Yi^%-% 19,111-24.641 +65.0 -130.0 +65.0 -130.0 +65,0 -121.1 {65.0 -105,2 +05.0; A8.4 23 23 Custom 17,641•19.397 +65.0 -100.0 1+65,0 -90.4 +65.0 -82.8 f65,0 -78.6 +65,0• -57,3•1 JAMB C%iE�}RIt1F - - 96' 19.396•24.360 +66.0 .106.9 +65.0 -97.4 +65.0 -87.8 +65.0 -80.2 +65.0 1 -70.4 V O 24.381-31.641 +65.0 -130.0 +65.0 -124.2 +65.0 -103.8 f65.0 -92.7 +65.0 . .3 120• f"h-f 29.841•32.555 +65-0 -100.0 +85,0 -90.4 +65,0 -82.8 65.0 -75.6 +65,0•2L73- -%-Y, 32,518-39.641 +65.0 •111.6 +65.0 -103.0 +fi5,0 -90.6 65.0 -83,4 +65.0Custom •• -39.641 +65.0 -1000 +65,0 •90.4 +65,0 -82.8 65.0 -75.6 +65.0' +65l-70 FOR GLASS TYPES 2 8 4 SE TABLE 19 FOR ANCHORAGE PRODUCT REVISED j MIN,SASH SIZE=WINDOW MOTH-60.72 x.^.cantptyi.g with dic Flcn4- , 2 - Accepamwl;b)�P-M)7�::s p Evriiratio Delo ,1=.� d Revised By: 'l' B By Y. Date: RaWWon: '' .. 7 ReWoed By. Do(.: RaWatan: t"'`i1vi1Y' a Prod¢U i`n,n vui%' r ® Descriptio.:- D--Dy NOTES: 6 tK�(6 DESIGN PRESSURE TABLES J ROSO,N:� 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. _- 1070 TECHNOLOGY DRIVE Title: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. N.VENICE, FL 34275 HOR120NTAL ROLLER-N) 05!'1'�! 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. .`.. ",• ') P.O. BOX 1529 4)-174-112.114'AND"113-113-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANG£ .'••`''""' NOKOMIS• FL 34274 Series/Model: - 5ca1e: Sheat: Or suing Ito. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. 'A.LYNN MIL`I,ER,,RE. CERT. OF AUTH. 129296 H R-5410 NTS 8 OF 15 MD-HR5410-0'i R.E.#58705 __-_ TABLE 13: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 1-4 Sash tj 48'Height 4"Height 30'Height 36"Height 4-Height Spacing for"Integral- Group E "..p Width 30"Height 3FHeigh Fin"Installation 2,6' 4�' Reinf.Level Qn) Head 1-1 Head Head -g Head f Head-- E E Head E Head Head E E &Sill &Sill &Sill 11 &sill &Sill R1 &Si 7' Sill &sill Anchor Group A I Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES PkODLICTREVISED 25-1/2' 12.147 I+C2+1 2 I+G2+1 3 I+C2+1 3 1+C2+1 r3 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 .s.o.rAy I%-0,1,*Fl:,r! FOR OX WINDOWS(XO SIMILAR): .4 Idiq CLId. 28- 13.397 1+C2+1 2 I+C2+1 13 I+C2+1 3 1+G2+1 1+C2+1 2 1+G2+1 3 1+C2+1 3 1+C2+1 3 ZtPtm..N.Irp-0 ANCHOR QUANTITY 0 ,:7- 44 36' 17.397 I+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 13 1+C2+1 2 I+C2+1 3 1+C2+1 3 I+C2+1 3PER JAMB —2+C3+2 j N-1, 42" 20.397 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 13 1+C2+1 2 I+C2+1 3 I+C2+1 3 1+C2+1 3 NProd= FI 48- 23.397 I+C2+1 2 1+C2+1 3 1+C2+1 3 I+C2+1 0 I+C2+1 2 1+C2+1 3 I+C2+1 3 1+C2+1 3 .E�D AND SILL ANCHOR QUANTITY. (2)ANCHORS AT THE FIXED SECTION 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 13 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL (2)ANCHORS AT THE SASH 31 2+C2+2 131 2+C2+2 2+C2+2-— i ---Fj 36.897 -F+C2+2 13 2 2+C2+2 3 3 2+C2+2 31 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE S" 7 Anchor Group 8 1 Anchor Group D LL. 25-1/2' 12.147 I+C2+1 21 1+C2+1 131 1+C2+1 3-I+C2+1 13 1+C2+1 2 I+C2+1 31 I+C2+1 131 1+C2+1 3 SEE ELEVATION,SHEET I LO -V 28" 13,397 I+C2+1 2 I+C2+1 13 1+C2+1 3 1+C2+1 13 I+C2+1 2 1+C2+1 3 I+C2+1 13 1+C2+1 3 EE ELEVATION,SHEET I SEE CLUSTER DETAILS,SHEET 6 36" 17,397 1+C2+1 2 I+C2+1 3 1+C2+1 3 I+C2+1 3 1+C2+1 2 I+C2+1 3 1+C2+1 3 I+C2+1 3 W> 42' 20.397 I+C2+1 2 I+C2+1 3 I+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 !+C2+1 3 I+C2+1 3 R SEE ELEVATION, 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 I+C2+1 3 I+C2+1 2 I+C2+1 3 1+C2+1 3 I+C2+1 3 SHEET i SE N +2 ELEVATION, -,r F so- 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 E fl SHEET 1 0 75 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 31 2+C2+2 3 2+C2+2 121 2+C2+2 1 3 2+C2-12 3 +C2+2 3 MEETING RAIL _j M Z U 04 LL SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL Lt! !� - TABLE 14: 0c) X D 6 CO 2 0 15: cc LLI FOR XOX WINDOWS: W 'T -, , Glass Types Anchor Quantities for XO or OX Windows Uj m 0 -j '. ANCHOROUANTITY > (j ,, .; 00 - 1-4 Sash 0 0) < PER JAMB 2� C�z Width 30"Height 36"1 54-Height 30-Height 1 36"Height Height Head Head Head Head -gl Head -E �3+1 4 ANCHOR QUANTITY: in) Head H E Head AND Reinf.Level Sill 1�1 AE, AT & E & $ill Sill &Sill m & 1�1 THE SASH &Sill SillI &Sill a Sill R2 A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Anchor Group A Anchor Group C (2)ANCHORS AT THE FIXED SECTION 25-112' 12.147 +A CLUSTER OF(3)ANCHORSCENTERED AT THE MEETING RAIL < I+C2+1 2 1+C��3 1+�C2+11 13 1+C2+1 3 +(1)ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. 28' 13.397 I+C2+1 2 I+C2+1 31 I+C2+1 13 1+C2+1 3 -14 36" 17,397 1+C2+1 2 I+CZ+l 3 1+C2+1 3 1+C2+1 3 ua 0 0 f j EE ELEVATION.SHEET I 42" 20.397 NotAllowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+132+1 3 0 SEE ELEVATION,SHEET I 1+C2+' 48" 23.397 I+C2+1 2 I+C2+1 3 1+C2+1 3 I+C2+1 3 SEE ELEVATION,SHEET I < 6W 29.397 + 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 C ----------- 75- 36.897 F2+C2+2 2, 2+C2+2 3_ 2+C2+2 3 2+C2+2 3 SEE ELEVATION, Anchor Group 8 Anchor Group D SHEET I S�- X 0 25-1/2" 12.147 1+C2+1 21 1+132+1 3 I+C2+1 13 I+C2+1 31 I+C2+1 2 I+C2+1 131 I+C2+1 3 1+C2+1 3 ELEVATION 1 9 SHEET 1 28"" 13.397 I+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 I+C2+1 3 I+C2+1 3 I+C2+1 3 MEETING RAI SEE CLUSTER 1 DETAILS, 36" 17.397 1+C2+1 2 1+C2+1 3 I+C2+1 3 I+C2+1 3 1+C2+1 2 I+C2+1 3 I+C2+1 3 1+C2+1 3 SHEETS REPEAT ANCHOR PATTERN AT SILL rn C 42" 20.397 I+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 I+C2+1 3 — NOTES: 6 jil"I 1 48' 23.397 I+C2+1 2 I+C2+1 3 I+C2+1 3 1+C2+1 3 I+C2+1 2 1+C2+1 3 1+G2+1 3 1+G2+1 Max.Anchor O.C. Anchor 1)FRAME DIMENSIONS ARE BUCK WIDTH ! 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 AND BUCK HEIGHT(SEE SHEETS 34). Spacing for"Integral- Group F SASH SIZE IS AS PER THE FIGURES ON 11 75" 36.897 F+ - C2+2 2 2+C2+2 131 2+C2+2 .311 2+C2+2 3 2+C2+2 121 2+C2+2 7 2+C2+2 32+C272 SHEETS6 Fin"Installation 41, 2)FOR SIZES NOT SHOWN,ROUND UP TO SEE TABLE 7 FOR DESIGN PRESSURE THE NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN*MILLER,P.E. DIMENSION SHOWN ON THE TABLE. P.119 SB703 TABLE 15: Glass Types Anchor Quantities for XO or OX Windows Max,Anchor O.C. 1-4 Sash30"Height 36"Height 48"Height 54"Height 1 63"Height. 30"Height 36"Height Height 63"Height Spacing for"Integral- Width I Fin"Installation Reinf.Level Ci n) Heald -El Head Head Head E Head Head Head Head E Head ITHea. Anchor Anchor S Head 11 ! or S, &Sill &Sill &Sill &Sill &sill 0 I I. " & & Sill M R3 & Sill , Sill Group E Group F Anchor Group A Anchor Group C 96,1 4" !4. the fjorid- 25-112" 12.147 I+C2+1 21 11+102+1 3 1+C2+1 14 1+C2+1 I+C2+1 4 11+ + 2 1+G2+1 3 1+C2+1 4 I+C2+1 4 1+C2+1 4 floildiva Code NOTES: Amcp(we No :U 28" 13.397 I+C2+1 2 I+C2+1 3 1+C2+1 4 I+C2+1 4 1+C-3+1 4 1+C2+1 12 I+G2+1 13 I+C2+1 14 1+C2+1 14 I+C2+1 14 9 1)FRAME DIMENSIONS ARE SUCK 365- 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 I+C3+1 4 I+C3+1 4 1+C2+1 2 1+C2+1 13 1+C2+1 14 1+C2+1 4 1+C2+1 4 WIDTH AND BUCK HEIGHT(SEE 11, SHEETS 3-4).SASH SIZE IS AS PER THE 42" 20.397 1+C2+1 2 1+C2+1 3 I+C2+1 4 I+C3+1 4 I+C3+1 4 1+C2+1 2 1+C2+1 3 I+C2+1 4 1+C2+1 4 1+C2+1 4 FIGURES ON SHEETS hime.,Uwe,Produl C—r,-- 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 I+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 I+C2+1 4 I+C2+1 4 1+C2+1 4 2)FOR SIZES NOT SHOWN,ROUND UP 60, 29,397 .1 2+C2+2 2 2+C2+2 3; 2+G3+2 4 2+C3+2 41 2+C3+2 14 2+C2+2 2 2+C2+2 1 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 TO THE NEXT AVAILABLE WIDTH OR 1ry HEIGHT DIMENSION SHOWN ON THE 75" 36.897 11 2+C2+2 12 2+02+2 131 2+C3+2 141 2+C3+72 4 2+C3+2 4 2+C2+2 f22+C2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 TABLE. Anchor Group B Anchor Group D 3)SEE SHEET 9 FOR A GUIDE TO USING 25-1/2' 12.147 I+C2+1 2 1+C2+1 13 1+C2+1 14 I+C2+1 14 I+C2+1 4 1+C2+1 12 I+C2+1 3 I+C2+1THESE TABLES, LO 14 I+C2+1 14 1+C2+1 14 28' 13.397 1+C2+1 2 I+C2+1 3 I+C2+1 4 1+C2+1 4 1+02+1 4 I+C2+1 2 1+C2+1 3 1+C2+1 14 1+C2+1 14 I+C2+1 14 4rI14 1/2-1f4-AND-113-U3-113- 1 INDICATE THATTHOSE STANDARD LU LO 36" 17.397 I+C2+1 2 1+C2+1 3 1+C2+1 4 I+C2+1 4 I+C2+1 4 1+C2+1 2 I+C2+1 3 I+C2+1 4 1+C2+1 4 1+C2+1 4 SASH CONFIGURATIONS FALL WITHIN LO 42" 20.397 I+C2+1 2 I+C2+1 3 I+C2+1 4 I+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+r-2+1- 4 THE SASH WIDTH RANGE IN THE ADJACENT COLUMN."CUSTOM" 48" 23.397 1+C2+1 2 1+C2+1, 3 I+C2+1 4 I+C2+1 4 I+C2+1 4 I+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 INDICATES THAT NO STANDARD SASH 0 C'I 60" M397 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 — CONFIGURATIONS FALL WITHIN THE 0 It 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+02+2 4 2+C2+2 4 RANGE -j co 0) CD — -- -1 Cq 4 2+C2+2 4 2+C2+2 3 0 -j 75- 36.897 11 2+C2+2 121 2+C2+2 131 2+C2+-2 +C2+2 2r 21C2+2 2-HC2+2 4 2+C2+2 4 2+C2+2 Z LL ILL cc I X LLT SEE TABLE 10 FOR DESIGN PRESSURE OZ.) X U) TABLE 16. w 2 0:E co LLJ I--u, co 0 -j Glass Types Anchor Quantities fbrX0 or OX Windows Max.Anchor O.C. C)> Cj R Co 1- 0 < 2-4 Sash 301. " " Spacing for a:Z He!ht 35"Height 1 48"Heighl 1 64"Height 1 63"Height 1 72"Height 30"Height I 36"Height 48"Height I 54Height I 63Height 72"Hel— Width ht "Integral-Fin R1 Reinf.Le On) Heal JEJ Head E Head E Head Head Head E Head E Head Head Head 1-1 Head 1-1 Head E E E E E it &Sill -- &Sill &sill Anchor Group F Sili &Sill Sill & 1� I'l I -I Leve{ &SO &sill & sill I a sill &Sill Sill I R4 Z Anchor Group A Anchor Group C 3.1" < 25-1/2" 12.147 I+C2+1 2 1+C2+1 13 1+C2+1.14 1+C3+1 4 1+C3+1 5 I+C4+1 5 15 28" 13.397 1+C2+1 2 I+C2+1 3 1+C3+1 14 I+C3+1 4 I+C3+1 5 1+C4+1 5 < 36' 17.397 1+C2+1 2 1+C2+1 3 1+C3+1 14 1+C4+1 4 I+C4+1 5 I+C4+1 5 0 0 z 42" 20.397 Not AlloWed 1+G2+1 2 I+C2+1 3 1+C3+1 14 I+C4+1 4 1+C4+1 5 1+C4+1 5 Z 30 '9 48" 23.397 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 < 2 2+C3+2 2+C4+2 4 2*C4+2 4 2+C4+2 5 2+C4+2 5 r6o 293,97 2+C2+2 75" 36.897 2+C2+2 121 2+C3+2 3 2+C4+2 �74VC4+2T4 2+C4+2 5 2+C4+2 151 T Anchor Group 13 1 Anchor Group 0 25-1/2" 12,147 21 1+G2+1 3 1+C2+1 4 I+C3+1 4 1+C3+1 5 1+C4+11+C2+1 2 I+C2+1 3 1+C2+1 4 I+C3+1 4 1+C3+1 5 1+C4+1 5 15 28" 13.397 I+C2+1 21 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 I+C2+1 2 1+C2+1 3 1+G3+1 4 I+C3+1 41 1+C3+1 5 1+C4+1 5 36" 17.397 1+C2+1 2 I+C2+1 3 I+C3+1 4 I+C4+1 1+C4+1 5 1+G4+1 5 1+C2+1 2 1+C2+1 3 I+C3+1 4 I+C4+1 41 1+C4+1 5 1+C4+1 5 6 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 I+C4+1 5 I+C4+1 5 1+C2+1 2 1+C2+1 3 I+C3+1 4 1+C4+1 4 I+C4+1 5 1+C4+1 5 4811 23.397 I+C2+1 2 1+C3+1 3 I+C4+1 4 1+C4+1 1+C4+1 5 1+C4+1 5 1+C2+1 2 I+C3+1 3 1+C4+1 4 1+C4+1 4 I+C4+1 5 1+C4+1 5 601, 29.397 2+C2+2 2 2+C3 2+C2+2 2 4 2+C4+2 2+C4+2 5 2+C4+2 5 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 51 75` 36. 7 2+132+2 2 2+C3 41 2+C4+2 151 2+C4+2 151 2+C2+2 121 2+C3+2 31 2tC4+2 41 2+C4+2 4 2+C4+2 5 2+C4+2 151 A.LYNN MILLER,P.E. SEE TABLE 11 FOR DESIGN PRESSURE P. M 58705 TABLE 17: Glass Type Anchor Quantities for XOX Windows Sash Sash 24-Hol ht 30'Height ht 54-Height 63-Height 24"Height 30"HeIg PRODUCT REVISED C.nfigumb on Width leight 63-Heightas I,,ilo.a Cog wi I),It,a I'l.in t RaInf.Lowl Range Cin) Head&Sill Head&Sill Head&Sill E Head Sill Head&Sill @ Head&Sill Head&Sill E Head sin Head&Bill Head&$III Head&Sill Head 8 Sill E Eli R3 Anchor Group A Anchor Group C 13Y -T1-C2-+-0+-C-2-4jF2 T+-1:j-+0-+6j+-jF3j1+C2+0+C2+1 4 I+C2+0+C2+11 4 l*C2+0+02+1 4 1+C2�6+C2+1 2 I+C2+0+C2+11 2 I+C2+0+C2+11 3 I+E2+0+C2+TI4 I+C2+0+C2+11 4 35-1w %-%-A 1111,3911-11.3,91 I+C2+0+C2+1 2 31r 12.308-12.308 I+C2+G+C2+1 211+C2+0+C2+112 I+C2+0+C2+1 3 I+C2+0+C2+1 4 I+C2+0+C2+1 4 I+C3+0+C3+1 4 2+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C2+0+C2+114 I+C2+0+C2+1l 4 45-118" Y4-%-y4 11.391-13.397 I+C2+D+C2+1 211+C2+D+C2+1 2 1+C2+0+C2+1 3 I+C3+0+03+1 4 1+C3+0+C3+1 4 1+C3-0+C3+1 4 I+C2-0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 I+C3+0+C3+1l 4 I+C3+0+C3+114 1+C3+0+C3+114 13.398-14.663 1+C2+0+C2+1 2 1+02+0+C2+1 2 i+C2+O+C2+1 3 I+C3+0+C3+1 4 I+C3+0+C3+1 4 1+C340+C3+1 4 I+C2+0+C2+1 2 I+C2+0+C2+1-2 l+C2+0+C2+1 3 1+C3+0+C3+11 4 14C3+0+C3+114 1+03+0+03+1 4 Y.-Y2-Y. 11.391-12.29T I+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C2+0+C2+1 3 I+C3+D+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+114 I+C3+0+C3+114 1+03+0+C3+1 4 47-W4' Yy3-Y. 12.298-15.558 1+02+0+C2+1 2 I+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3-1 4 1+C2+0+C2+1 2 I+C2+0+C2+1 2 I+C2+0+C2+1 3 I+C3+0+C3+114 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Custom 11.391-12.016 I+C2+2+C2-1 2 I+C2-2+0211 2,1+C2+2+C2+1 3 l+C2+1+C2+1 4.1+C2+1+C2+1 4.1+02+1+C2+1 4 I+C2+1+C2+1 2 I+C2+1+C2+1 2 I+C2+1+C2+1 3 I+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 52-1/8" Y4-Yz-Y4 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C3+0+C3+1 3 I+C3+0+C3+1 4 1+C3+0+C3+11 4 1 I+C3+0+r,3+1 4 1+C2-0+C2+11 2 I+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+0+03+1 4 I+r,3+0+C3+1 4 1+C3+0+C3+1 4 Y3-Y3-Y3 j 13,398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+� 3 I+C3+0+C3+1 4 I+C3+0+C3+1 4 I+C3+0+C3+1 4 1+C2+0+C2+11 2 1+C2+0-iC2+1 2 1+ +G+C3+1 3 1+C3+0+C3+1 4 I+C+D+ G3 3 C3+11 4 1+C3+0+C3+1 4 UJ Custom 11.381-13.397 I+C2+2+IC2+i 2 1+C2+2+C2+"1 2 1+C22f22 3 I+C2+2+C2+1 4 1+C3+-2+C3+1 4 1-03+1+C3+1 4 I+C2+2+C2+11 2 I+C2+2+C2+1 2 I+C2+2+C2+1 3 1+C2+1-C2+1 4 I+C3+1+C3+1 4 I+C3+1+C3+114 0 rr, ry 60' Y4-Y,-Y, 13.39B-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+0 3 I+C3+2+r-3+1 4 1+C3+1+C3+1 4 I+C3+1-0341 4 I+C2+1+C2+11 2 1+C2+1+C2+1 2x - 1+C2+1+C2+1 3 I+03+1+C3+1 4 I+C3+1+C3+1 4 l+C3+1+C3+114 Y,-Y3-Y3 15,361-19.641 1+C2+0+C2+1 2 I+C2-0+C2+1 2 I+C3+0+C37+ 3 I+r-3+0+C3+1 4 1+C3+G+C3+1 4 I+C3+O+C3+1 4 1+C2+0+C2+11 2 I+C2+0+r,7+1 2 I+C3+G+G3+1 3 1+C3+0+C3-1 4 1+C3+0+03+1 4 i+r3+0+c3+1 4 N 75' Y-%-Y. 17.141-19.110 I+C2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+2+C2+0 3 1+C2+2+C2+1 4 I+C3+2+C3+1 4 1+r-3+2+C3+1 4 1+C2+2+C2+11 2 1+C2+2+C2+1 2 I+C2+2+C2+1 3 1+ 2+1+C2+1 4 I+C3+1+C3+1 4 I+C3+1+C3+1 4 0 Y,Ys-Y3 19.111-24.5411 I+C2+0+C2+1 2 I+r,3+0+C3+1 211+C3+0+C3+14 311+C3+0+C3+1 4 I+C4+0+04+1 4 1+04+0+C4+1 4 1+C2+0+C2+1l 2 1+C3+0+C3+1 2 I+C3+0+03+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 7+C4+0+C4+1 4 0 co,Cj U- Y,-Y,-% 27.641.32.516 2+C2+2+C2+2 2 2+C2+2+C2+21212,+C2+2+C2+2 3 2+CMn3+ C3+2 4 1+C3+2+C3+1 4 I+C3+2+C3+1 4 I+C2+; 1+C2+2+C2+1112 l+C2+2+C2+1 3 I+C3+1+C3+1 4 I+C3-1+C3+1 4 1+03+1+03+1 4 X: j 9' �+G-2 z LL co -i -C3+ 7 +(.F 2+C3+0+C3+ 2 2+C3+0+C3+2 3 2+C3+0+C3+2 4 2+r,3+0+C3+2 4 2+C3+0+C3+2 4 W 0 2 co W Custom 2.51 .39,641 2+02+0-+C242 F+ O+C3+1 212+C3+0+C3+2 312+C3+0+C3+2 412+C3+0+C3+2 412+C3+0+r,3+2 4 2+C2 2 i 2 x U-) C, Cf) 3_y -11412+C3+2+C3+2 4 2+C2+2+C2+2 2 2+C2+2+C2+21 2 2+C2+2+C2+2 312+C3+2+C3+2 4 Z+C3+2+C3+2 4 2+C3+2+C3+2 4 U, M 0 vx` 12 3 -39.641 2+C2+2+C2+21213+C2+2�CZ+31212�C2+2+C2+3 312+C3+2+03+2 4j2+C3-7+C'4 0 C)> co -- -, Lj 1,- 0 -,t Anchor Group S Anchor Group 0 Ci z M < 35-114' YY3-Y3 11.391-11.391 I+C2+0+C2+1 2 I+C2+D+C2+i 2 I+C2+0+C2+1 3 1+C2+0+C2+1 4 I+C2+0+C2+1 4 I+C2+0+C2+1 4 I+C2+0+C2+1 211+C2+G+C2+1 2 1+C2+0+ 113 1+C2+0+C2+114 1+C2+0+C2+1 4 1+C2-0+C2+1 C2+ 4 F. ..... lit 36* Y,-yj-y3 12,308-12.308 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+#C2+1 3 I-C2-O+C2+1 4-I+02+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 I+C2+0+C2+1 2 I+C2+0+C2+111 3 1+'C2+0+02+1 4 1+C2+0+C2+1 4 I+C3+0+C3+1 4 F- 45-1/8' Y4-yj-y4 11,391-13.397 I+C2+0+C2+1 2 I+C2+0+C2+1 2 I+C2+0+C2+1 3 I+C3+0+r-3+1 4 1+C3+0+C3+1 4 I+C3+0+r-3+1 4 I+C2+0+C2+1 2 I+C2+0+C2+1 2 1+02+0+C2+1 3 I+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+03+1 37,Y,-1% 13,398-14.683 1+C2+0+C2+1 2 1+C2+D+C2+`1 2 I+C2+0+C2+1 3 I+C3+0+C3+1 4 i+C3+O+G3+1 4 14C3+0+C3+1 4 1+C2+0+C2+1 2 1+G2+D+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 14C3+0+C3+1 4 I+C3+0+C3+1 4 47-3/4" y,-y,-y4 11.391-12.297 1+C2+0+C2+1 2 I+C2+0+C2+1 2 I+C2+0+C2+1 3 I+C3+0+C$+1 4 I+C3+0+C3+1 4 1+C3+0+C3+1 4 I+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C;2+0+C2+1 3 I+C3+0+C3+1 4 I+C3+0+03+11 4 1+C3+0+C3+1 4 yl-yj-y. 12.298-15.558 1+C2+04C2+1 2 I+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 I+C3+0+r-3+1 4 I+C3+0+03+i 4 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 I+r-3+0+C3+1-4 I+C3+0+C3+1 4 1+C3+o+03+1 4 Custom 11.391.12.016 I+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 2 1+C2-I+C2+1,2 1+C2+1+C2+t 3 I+C2+1+C2+1 4 1+C2+1+C2+1 4,1+C2+1+C2+1 4 < u. 0 52-118, Y.-YI-Y4 12.017-13.397 1+02+0+C2+1 211+C2+O+C2+1 211+C3+0+C3+1,3 I+C3+0+r-3+1 4 1+C3+0++C3+1 4 I+C3+0+03+1 4 I+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C3+0+C3+1 311+C3+0+C3+1 4 I+C3+0+C3+1 4 I+C3+0+C3+1 4 0 Y3-Yj-Y3 13.398-17.016 1+02+0+C2+1 211+C2+0+C2+1 211+C3+0+03+1 3 I+r,3+0+C3+1 4 I+C3+D+C3+i 4 1 +C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+D+G2+1 2 1+C3+0+C3+1 3 11+C3+0+C3+1 4 14C3+0+C3+1 4 I+C3+0+03-1 4 w Custom 11.391-13.397 I+C2+2+C2+1 2 I+02+2+C2+1 2 I+C2+2+C2+1 3 1+C2+1+02+1 4 1+C3+1+C3+1 411+C3+1+C3+1 411+C2+1+C2+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 1+02+1+02+1 4 I+C3+1+C3 1 4 I+03-1+C3+1 4 g60` Y4-yi-Y, 13,398-15.380 I+C2+1+02+1 2 I+C2+2+C2+1 2 I+C2+2+C2+1 3 I+C3+1+C3+1 4 1+03+1+q+1 4 I+C3+l+C3+1 4 1+C2+1+C2+1 2 I+C2+1+C2+1 2 I+C2+1+C2+1 3 l+C3+1+C3+1 4 I+C3+1+C3+1 4 1+C3+1+C3+1 4 -Y,-%-Y3 15.361-18.641 1+C2+D+C2+1 2 I+C2+0+C2+1 2 I+C3+0+C3+1 3 I+C3+0+C3+1 4 1+C3+0+C3+1 4 I+C3+0+C3+1 4 1+C2+0 C2+1 2 I+C2+0+C2+1 2 1+03+0+C3+1 3 1+r-3+0+C3+1 4 I-G3+0+C3+1 4 1+C3+0+C3+1 4 ily L,��q I 75' 17.141-19.11D i+C2+2+C2+1 2 1+C--+2+C2+1 2 1+C2+2+C2+1 3 I+C2+2+C2+1 4 1+C3+1+C3+1 4 I+C3+1+C3+1 4 I+C2+2+C2f1 2 I+C2+2+C2+1 2 I+r,2+2+C2+1 3 I+C2+1+C2+1 4 1+C3+1+C3+1 4 I+C3+1+C3+1 4 Y,-Y,-Y, 19.111-24.641 I+C2+0+C2+1 2 14C3+0+C3+1 2 I+C3+0+r,3+1 311+C3+0+C3+1 4 I+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 I+C3+D+C3+1 2 1+C3+0+C3+1 3 i+C3+0+C3+1 4.I+C4+0-r,4+1 4 1+C4+0+C4+1 4 27,641-32,5`16 12+CL2+ C2+1 211+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+1+C3+1 4 I+C3+1+qC3+l 411+C3+1+C3+1 y,-y3-y3 _L+��+221 i2 2+C2+2+C2+2 2 I+C2+2+C2+2 31i+C3+2+C3+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 I+C2+2+ 4 96* C2+0+ Custom 32.517.39.641 12+ 2+C3+0+C3+2,2,2+C3+0+r-3+21312 2 2+ *G+r-3+2 4 2+C3+0+C3+2 4 2+C2+0+C2+2 2 2+03+0+133+2 2 1 2+C3+0+C3+2 312+c3+o+C3+2 412+C3+0+ 2 412+C3+0+C3+214 -39.641 12+0212+C2+21212+C2+2+C2+21212+r-2+2+C2+21312 +r +21M� ,+ +.3+i +2 4 2+C3+2 4 2+C3+2+C3+2 4 2+C2+2+C2+21212+C2+2+C2+21212+C2+2+02+213 2+r3+2+r..-1�2 412+C3+2+C3+2 412+C3+2+C3+2141 WINDOW WIDTH-40.72 SEE TABLE 8 FOR DESIGN PRESSURE Anchor Anchor MIN.SASH SIZE 2 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN, NOTES: Max.Anchor O.C. A Spacing for"Integral- Group E Group F 2)FRAME DIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHT(SEE SHEETS SASH SIZE IS AS PER THE FIGURE. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation 2.3- 4- 4)-1/4-1/2-1W AND-1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, A.LfAWULER,RE P.E.9 60705