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HomeMy WebLinkAboutProduct Approval t ST.LWAA 10TIEk DIVLSION RECEIVED �$�FOR CO, LIANCE ^1036�16 PLANS AI"0 FERMn MUST BE KXPT ON JOB MIAMP DE OR NO INSPECTION WILL BE MADE. MIAMI-DADE COUNTY ffe M, PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 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"SI:2'00"Aluminum Sitz le Hun undo APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"Single Hung Window Installation" sheets 1 through 8 of 8,dated 05/11/11,with revision B dated 05/20/15,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 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#11-1013.12 and consists of this page 1 and evidence page Irl,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. t , NOA No.15-0528.22 M[AM I•D®uNTY 3 } Expiration Date: September 01,2016 ' ' 71 + Approval Date: August 06 2015 Page I PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0614.01) 2. Drawing No. MD-SH2O0-01,titled"Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11 with revision B dated 05/20/15,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,and TAS 202-94 along with marked-up drawings and installation diagram of series SH-200 aluminum single hung window,prepared.by Fenestration Testing Laboratory,Inc., Test Report No. FTL-6479,specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-0614.01) C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC-5t" Edition(2014), dated 05/22/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 A. 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-5th Edition (2014), dated May 21,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 21, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 11-1013.12,issued to PGT Industries for their Series"SH- 200"Aluminum Single Hung Window-N.I., approved on 12/08/11 and expiring on 09101116. anus ez,P.E. Product Contro xaminer . NOA No.15-0528.22 Expiration Date: September 01,2016 Approval Date: August 06 2015 E-1 GENERAL NOTES;SERIES 200 NONIMPACT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 63.1/8•"TIP-70—TIP WIDTH 52-1/8"BUCK WIDTH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8"BUCK WIDTH 49,1/8• 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS BLE LI VISIBLE LIGHT REQUIRED IN VISIBLE LIGHT 9"MAX ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE FLANGE ,yB 3"MAX, -'�D MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&8,SHEET 4&S. FRAME HEAD 4)MASONRYANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN lT c 1412'DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE ICK ARE TO BE CONSIDERED IX INSTALLATIONS. O7/2BTH CK OR GREATER.IX AND X BUCKSUCKS ARE OPTIONAL IF UNIT IS LED B"MAX.FROM `- -- --'�'-• � VISIBLE _I__— ..........._ 36'712• (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF 47• LIGHT VISIBLE AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING MAX.O.C. 78" / LIGHT RAIL TIP-TO 6"MAX.O.C. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF TIP SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&8,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL 77"HEIGHT C FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING " -"-' '"' STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK OF THESE INSTRUCTIONS. HEIGHT / - 77' 8"MAX.FROM / / BUCK 8)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF 1 HEIGHT SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING —233" SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL 1 .1L MAX.O.C. 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TET PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. _ .-.�D B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TET PRESSURE,FRAME X. �B IN ANCHORS REQUIRED 3•MAX. ANALYSIS AND GLASS PER ASTM E1300. IN FLANGE FRAME SILL 8"MAX.O.C. B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADSCORRESPONDING TO TYP.INTEGRAL FIN FRAME ELEVATION THE REQUIRED DESIGN PRESSURE.THE 33 1/3%STRESS INCREASE HAS NOT BEEN U SED IN THE DESIGN OF TYP.FLANGE FRAME ELEVATION TESTED UNIT) THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. TESTED UNI ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FTL-8479;ELCO ULTRACON NOA;ELOO CRETEFLEX NOA;ANSI/AF&PA NDS FOR --A WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL GUIDE TO SHEETS: 10)THE 20D SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR FRAME). GENERALNOTES....................... 4001 SERIES FIN I ( ELEVATIONS................................ DESIGN PRESSURE RATING I IMPACT RATING DESIGNPRESSURES FLANGE......2 8 INSTALLATION, 4 VARIES, NOT RATED FOR INSTALLATION,INTEGRAL FIN...6 SEE SHEETS 2 8 3 IMPACT RESISTANCE ANCHOR QUANTITIES.................6 WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE GLAZING DETAILS.......................7 SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. CORNER ASSEMBLY...................7 EXTRUSION PROFILES-.....-....... 8 PARTS LIST...................................B {�- WIDTH -►I �-WIDTH-yl PRODUCT REVISED - , as wmplyingWilhlheP / Ieolld talcOda t5,1�528.2b Acceptance No Revised By: Date: Revision: Ex collo Dale \\�1`ONy LYNN qg/� �i� JJ 10/10/11 2010 FBC NOTE Ey HEIGHT HEIGHT � �`�,,•'�OENSt;'''•F�P �i� hllsRi dd0pmducl ItDI Revised By: Date: Ravlelon: 'r= SGC 05/20/15 5th ed.FBC REV N0.50705 = Drawn DY ® Deesri0thm: �011�-.'A ` GENERAL NOTES&ELEVATION J ROSOWSKI Date: •'•. 1070 TECHNOLOGY DRIVE ABs: EOUALLIfE PROMEW10PIEL ARCHTOPPROVIEWIORffL RADIUSTOPEQUALUTE �iO•C�•., FLORIOP•-.•(9 N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 i�(C`C • ....• Irl P.O. BOX 1529 S�ONAL t�` NOKOMIS,' FL 34274 SeAes/Model: Scale: Sheet: DMD No. RSB //A�L1/t7RMILL i.P.E. CERT. OF AUTH. #29296 SH-200 NTS 1 OF 8 MD-SH2O0-01 P.E.q 58705 TABLE 1: TABLE 2: _ Monolithic Glass Types PRODUCPREWSED Maximum Design Pressure(ibstft�)for Glass-type A, Fin&Flange Frame ns complying wide the Florida Window Sash Height' [E114 nealed eulldingcrodc �gmr (see Figure A,this sheet) Maximum Window Width' red AeceptancOD A .�Pe pU li nDate19.1/8" 26.112" 33" 37" 41'• 45" 49" 53-118" nealed _23" 11-9/18"(Equal Ute) +55.0 -90.0 +56.0 90.0 +65.0 -90.0 +65,0 -90.0 +65.4 i -90.0 +65.0 -90.0 +55.0 -90.0 +65.0 -90.0 mpered Miwni ado Productunder 18.9116" +56.0 -90.0 +65,0 -90,0 +65.0 76.2 +65.0 -65.5 +55.0 -67.3 +50.2 -50.2 +44.8 .44.8 +39,9 -39.9 nealed 3T' 18-9/16"(Equal Lite) +65.0 -90,0 +55.0 -90.0 +55.0 -84.2 +55.0 74.5 +55.0 -66.5 +55.0 -61,0 +66.0 -57.7 +55.0 55.0 F 114"Tempered over 18.9/16" +55.0 -90.0 +55.0 -90,0 +55.0 -76.2 +55,0 -65.6 +65.0 -57.3 +50,2 -50.2 +44.8 -44.8 +30.9 39.9 U) under 16-718" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55,0( -83.8 +55,0 -56.8 +50.0 -50.0 +44,8 -44.8 +40.0 .40.0 TABLE 3: ? r 15-718"thru 18.3!16"3 +55.0 -90,0 +55.0 -90.0 +55.0 -78.7 +56,0 -66.0 +55.0 -59.5 +61.1 -51.1 +45.9 46.9 +41.3 41,3 tl�i O 38 3/a" insulated Glass Types c 19-1/4"(Equal Lite) +65.0 -90.0 +65.0 -90.0 +55.0 -82.7 +55.0 -72.6 +55,0 -63.5 +55,0 •57.9 +54.2 -54.2 +51.5 51,6 to }'x d over 10-1 +65.0 9q.0 +55.0 97,1 +66.0 -73.4 +ti5,0 63.8 +65,0 -59.8 +60,0 50,0 +44,8 -44.8 +40.0 40.0 1/8"Annealed,1/4"Airspace,1!$"Annealed $ Q H 3116"Annealed,311$"Alrspac8,118"Annealed E5 a under 19-9116" +55,0 -81.5 +65.0 -72.3 +65.0 •61.3 +66.0 55.3 +50,5 -50.6 +46.8 -46,8 +42.0 -42.0 +38.7 38,7 'o 188!18"fhN 22518 3 +55.0 -90.0 +55.0 -87.9 +56,0 -74.0 +55,0 .64.3 +56.0 -56.9 +50.1 50,1 +44.6 44,8 +40.0 40,0 I 118"Tempered,114"Airspace,1/B"Tempered 45" 22-9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55,0 -78.8 +65.0 •68.1 +55.0 58.5 +61.1 -51.1 +46.0 46.0 +41.4 -41.4 J 3118"Tempered,3116"Airspace,11$"tampered Ly 4 Lt l over 22-9118" +55.0 -61.5 +55.0 -72.3 +55,0 -61.3 +55.0 55.3 +60.5 50.5 +45.8 -45.8 +42.0 42,0 +38.7 -38.7 Z Z under 20-1/81 +65.0 -71.8 +65,0 -62.8 1+55,0 56.4 +50,3 50.3 +45,9 45.9 +41.7 -41.7 +38.9 -38.9 +36.2 36.2 y Z Q 49" 20.118"1hN244/2v3 +66.0 -90,0 +65.0 82.5 +55,0 $9.6 +55.0 51.6 +55,0 55.4 +49.3 49.3 +44.6 X4,8 +40,0 40,0 FIGURE A:SASH V N 24-9116"(Equal Lite) +65.0 -90,0 +55.0 -90.0 +55.0 -76.4 +55.0 66.5 +65,0 57.6 +50.4 50.4 +46.0 46.0 +40.1 -40.1 CROSS MONOLITHIC SECTION Z Z Q (WITH MONOLITHIC Z Z W p over24-8116" +55.0 -71,8 +55.0 .62.8 +55.0 55.4 +50,3 50.3 +46.9 -45.9 +41.7 41.7 +38.8 -38.9 +36.2 -36.2 GLASS) Z i- under2D-13116" +55.0 57.8 +55,0 -59,9 +53.3 -53.3 +48.5 48,6 +44,1 -44.1 +40.2 -40.2 +37,6 -37.6 +34.8 -34.8 r In z StHS/6" 2013f18"thN 24-11/18"3 +55.0 89.6 +65.0 Sq.3 +65.0 -67.7 +55.0 -60.6 +64.2 54.2 +40.0 -49,0 +44.2 x14.2 +40.0 ■40.0 p O W 24-3/4"(Equal Lite) +55.0 -90,0 +55.0 -90.0 +55:0 -75.4 +55.0 -65.7 +56.0 -57.4 +$0,3 50.3 +44.9 -44,9 +39.9 -39.9 �� o aa.. � o over 24-3/4" +66.0 $7.8 +55.0 59.9 +53,3 53.3 +48.5 48.5 +44,1 44.1 +40.2 -40.2 +37.6 37.0 +34.0 -34.8 r $ o 3 o W .tV under 24-15/16" +55,0 -56.0 +43,e 113.6 +41.9 141.9 +39.1 -39.1 +36.4 -38,0 +32.6 -32.6 +30.0 -30.0 +27.6 -27.6 81" 24-16116"thru 30.5/8"3 +55.0 -76.0 +55,0 -66.0 +56.0 57.4 +51.9 51.9 +47.4 -47.4 +43.2 -03.2 +39.9 39.9 +37.3 37.3 VISIBLE LIGHT I SASH $$$ (J to 30-9118"(Equal Lite) +55.0 -97.9 +55.0 -75.8 +55.0 -86,6 +55.0 -59.7 +53,5 53.6 +48.7 118,7 +43.9 143.9 +39.9 -39.9 it t HEIGHT fA II mer3"Me" +65.0 57.8 +65,0 59,9 +53.3 53.3 +48,5 .48,6 +44.1 -44.1 +40.2 -40,2 +37.6 -37.6 +34.8 -34.8 SASH HEIGHT-3-9116' under 2"V +54,7 -54.7 +41.2 •41.2 +40.3 -40.3 +37.6 -37.8 +34.6 -34.6 +31.3 -31,3 +28,9 -28.9 +26.5 -28.5 kN n 25-3/4"thru 31-WW 3 +65.0 -72.0 +66.0 .63.2 +65,0 55.7 +50.5 -50.5 +46.1 -46.1 +41.9 -41.9 +39.0 39.0 +36.3 -36.3 i 7, ' s3 "�� pq 31-9/16"(Equal Lite) +55.0 -83.9 +55.0 I 71.7 +55,0 54.8 +55.0( -58.2 +52,4 52.4 +47.9 47,9 +43.3 -43.3 +39.7 -39.7 I o xcd over 31-9116" +65,0 57.8 +65,0 -59.9 +53.3 -63,3 +46.5 48.6 +44.1 144.1 +40.2 -40.2 +37.6 37.6 +34.$ .94.8 Il under29-3/4" +63,3 53,3 +39,7 W.7 +39.1 -39.1 +36.7 -36.7 +33.4 -33A +30.3 -30.3 +28.0 28.0 +25.0 -26,8 -�� � a 73" 29-314"M 36.5/8"' +55.0 -61.0 +52,0 42.01+48.2 -48,2 +44.0 •44.0 +40.1 110.1 +37.0 37.0 +34.1 -34,1 +31.4 -31.4 0 36-9116"(Equal Lite) +65.0 .88.3 +55,0 56,3 +52,1 52.1 +61.6 -51.5 +47.0 -47,0 +42.7 142.7 +39.e 39.8 +37.0 37.0 over36.9fls" +56,0 -67.8 +56,0 -66.3 +62,1 52.1 +48,5 -48.5 +44.1 -44,1 +40,2 40.2 +37.6 -3T.6 +34.8 -34.9 under 31314" +53,3 -53.3 +39,7 -39.7 +39,1 -39.1 +36,7 -36.7 +33.4 ----T+-30.3 -30.3 +28,0 -28.0 +26.9 -26.6 LvwvlllII111 err 78" 31.314"thN 39"3 +55.0 -59.3 +48.0 148.0 +45.2 45.2 +41.2 41.2 +37.9 37.9 1+34.0 -34.8 +31.7 31.7 +29.6 -29.6 NOTES 39-1/16"(Equal Lite) +55,0 -62.6 +50.8 50.8 +46.3 -46.3 +45.2 45.2 +44.2 -44.2 +40.3 -40.3 +37.7 -37.7 +34.8 -34.9 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8' 40,, W "Tip to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1", ANNEALED GLASS(TYPE A}. _ p "� .. x(hera5 sash height.For dear daylight height,subtract 3-9/16". - ~ �jL � °; +5 2}FOR 411FS NOT SHOWN,ROUND UP TO THE NE)<T AVAILABLE WIDTH _;.y; a IJ el 3 Size range Includes the standard Pro-Vlaw(3.over-2 configuration)for the ghee Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE, =Y d-0Z lb_I cgcr For memlt sash width,subtract 2-16116"from the buck dimension. r ' goy•• �..•'0��," Ptv\t,. TABLE 4: TABLE 2: FRaDUCC[LaVISBD Monolithic Glass Types "rnmplying wdh the Flog," Maximum Design Pressure(lbstfe)for Glass Type B-J, Fin&Flange Frame Bnlla,,,1, '` f Sash Height2 A 1/8"Annealed Aaeplanm No Window Height' (see Figure A,this sheet) Maximum Window Width' B 118"Tempered Bxpl�ai m Dale 19-1/6" 26.1/2" 33" 37" 41" 45" 49" 534/8" C 3116"Annealed By Miami aAe ProduNCmr 23" 11-9/18"(Equal Lite) +55.0 -90.0 +55.0 -80.0 +55.0 90.0 +55.0 -90,0 +55.0 90.0 +55.0 -90,0 +55.0 -90,0 +55.0 -90.0 p 3116"Tempered under 18-9/16" +55.0 -90.0 +55.0 50.0 +55,0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 84.3 +55.0 -78.0 +55.0 -729 E 114"Annealed 3T' 18-9116"(Equal Lite) +5,5.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -81.1 +55.0 -73.4 F 114"Tempered over 18-9/16" +65,0 -90.0 +55.0 -90.0 +55.0. -90,0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.3' +55.0 -78.0 +55.0 -72,9 Y CO under 15-71B" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -88.6 +55.0 51.8 +55,0 -75.0 +55.0 -88.5 TABLE 3: _ 15.7/8"thru 19-3/18"3 +55.0 -90.0 +55.0 -90,0 +55.0 -90,0 +55.0 -9D.0 +55.0 -90.0 +55.0 -87.9 +55.0 -78.8 +b5.0 -71,2 Insulated Glass Types 38-3/87 19-114"(Equal Lite) +65.0 -90.0 +55,0 -80.0 +55.0 -90,0 +55.0 -90,0 +55.0 -90,0 +55.0 -87.8 +55.0 -78.8 +55.0 -71.2 G 1/6"Annealed,114"Allapace,1/8"AnnealedO C3 over 19-114" +55.0 -90.0 +55.0 -90.0 +55.0 -90,0 +55.0 -90.0 +55.0 58.5 +55.0 -81.8 +55.0 -75.0 +55.0 -68,6 z H 3116"Annealed,3/16"Airspace,VB"Annealed 0 under 19-9/16" +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -88.5 +55.0 -80.2 +55.0 -73.2 +56.0 -66.3 +55.0 •59.7F- d 19_9/1&'thnt 22_51W'3 +55.0 -90.0 +65.0 90.0 +55.0 -90.0 +55.0 -90.0 +55.0 80.1 +55.0 -78.5 +55.0 -70.0 +55.0 I 118"Tempered,1/4"Airspace,1/8"Tempered-6.. 3116"Tempered,3116"Airspace,118"Tempered W W � N 45 22-9116"(Equal Lite) +55.0 -90,0 +55.0 -80.0 +55.0 -90.0 +65.0 -90.0 +55.0 89.9 +55.0 -78.5 F+55.03 -70.0 +55.0 53.0 N 00 over 22-9/161 f55. -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 86.5 +55.0 50.2 +55.0 -73.2 88,3 +55.0 58.7 ¢ Z LLO under 20-118" -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 -62.8 +55.0 -57.7 20-1I8"thru 24-1/2"s -90.0 +55.0 -90.0 +65.0 -80.0 +65.0 -90.0 +56.0 -84.8 +55.0 -74.2 -65.9 +55.0 59.1 FIGURE A:SASH U U jM40" CROSS SECTION 0 ' 0 m O 24-9/16"(Equal Lite) -90.0 +55,0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 74,2 -86.9 +55.0 -59,1 (WITH I.G.GLASS) Z Z Z N o%er24-8/16" . -90.0 +55.0 -90.0 +55,0 -86.0 +55.0 -81.8 +55.0 -75,7 +55.0 669.2 +65.0 •62.8 +55.0 57.7 Z under20-13116" +55,0 -90,0 +55.0 -90.0 +55.0 -83,5 +55.0 -79.1 +55.0 -74.0 +55.0 57,3 +55.0 -61.9 +55.0 -56.8 + r r 3 Z 2D-13/16"thru 24-11110'3 +55.0 -90.0 +55.0 -90.0 +55,0 -90.0 +65.0 -90.0 +65.0 -83.2 +55.0 72.7 +55.0 -64.5 +55.0 -57.8 IIS II N Z I 505!8" 243/4"(Equal Lite) +55,0 -90.0 +66.0 -90.0 +55.0 -90.0 +55.0 90.0 +55.0 -83.2 +55.0 -72.7 +55.0, 84.5 +65.0 57.8 it I O p T O over 243/4" +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55,0 -74.0 +55.0 57.3 +55.0 81.8 +55.0 58,8 II _ under 24-15116" +55.0 -87.9 +55.0 75.6 +55.0 55.7 +55.0 -82.3 +55.0 -60.0 +55.0 -56.5 +53.2 53.2 +49.6 -09.6 ill II SASH -� U Y) 24-15110'thru 3D5/8"3 +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 $5.5 +55.0 57.5 +51.1 -51.1 VISIBLE LIGHT I 01" IIS 1I HEIGHT 1 n Z 30-8118"(Equal Lite) +65.0 -87.9 +55.0 -75.8 +66.0 -74,1 +55.0 74.1 +55.01-74.1-74.1 +55.0 -65.5 +55.0 57.5 +51.1 51.1 HEIGHT ill II fn over30-9/16" +55.0 87.9 +55.0 -75.8 +55.0 -74,1 +55,0 -74.1 +65.0 -74.0 +65.0 $5.5 +55.0 57.5 +51.1 -51,1 SASH HEIGHT-3.9/16" under 26-3/41 -53.8 +55,0 -71.7 +55.0 52,0 +55.0 59.9 +55.0 -57.8 +54.5 •54.5 +51.3 51.3 +48.3 48,3 it lI` ® km c4 N 25-3/4Pthru 315/8"3 +55.0 -83.9 +55.0 -71.7 +55.0 59.4 +55,0 -69.4 +55.0 59.4 +55.0 -64.5 +55,0 56.5 +50.2 -50.2nm 83" 31-9116"(Equal Lite) +55.0 -83.9 +55.0 71.7 +55.0 -69.4 +55.0 -69.4 +55.0 -69.4 +55.0 -64.5 +65.0 58,5 +50.2 -50.2 Ij I Ic'�i�' over31-9118" +55.0 53.8 +55.0 -71,7 +55.0 •89.4 +55.0 -69.4 +55.0 89.4 +55.0 84.5 +55.04 58.5 +50.2 -50.2 o o under 293/4" +55,0 -88.3 +55.0 56.3 +52.1 -52,1 +51.5 51.5 +51.5 -51.5 +51.5 51.5 +50.0 50.0 +46.4 -48.4 ax 293/4"thru 36-5/8"3 +55,0 -68.3 +55.0 -58.3 +52.1 -52,1 +51.5 -51.5 +51.6 51,5 +51.6 51.6 +51.6 51.6 +46.4 46.4 o� z 73 36-9116"(Equal Lite) +65.0 X8.3 +55,0 -56.3 +52.1 -52,1 +51.5 -51.5 +51.5 51,6 +51.5 51.5 +51.5 51.5 +46.4 46.4 over 36-9116" +55,0 -68.3 +55.0 -58.3 +52.1 -521 +51.5 51.6 +51,6 51.6 +51.5 -61.5 +61.5 -51.5 +48,4 46.4 \`vv`vtll l arri��� under31-314" +55.0 52.5 +50.8 50.8 +46.3 AU +45.2 -45.2 +45.0 -05.0 +46.0 •45.0 +45.0 -05.0 +45,0 -05.0 .` it .• N�� 78" 313/4"thru 39n3 +55.0 82.5 +50.8 50.8 +48.3 48,3 +45.2 45.2 +45.0 -05.11 +45,0 -05.0 +45.0 -05.0 +45.0 -05.0 NOTES ` 0�:' �!1 '•2�:y 391/18"(Equal Lite) +65.0 52.5 +50.8 50.8 +46.3 -06.3 +45.2 -06.2 +45,0 -45,0 +45,0 -05.0 +45.0 45.0 +q5.0 45.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ 0 0 0'•,Q'�ig TYPES B-J.NOT APPLICABLE WITH 118"ANNEALED GLASS(TYPE A). _z:y cr,� r a Z:d^� p 1 Tip-to-tip dimensions for flange windows shown.Fortin windows or buck dimensions,subtract 1", 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR > J o Vl 4 s u 2 Overall sash height For clear daylight height,subtract 3.9/16". HEIGHT DIMENSION SHOWN ON THE TABLE. '•y:�� 7- 3 Size range Includes the standard Pro-VI6W(3-over-2 configuration)for the given Window Height. For overall sash width,subtract 2.15/16"from the tuck dimension, �*v ¢���` INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETEJCMU PER ANCHOR PER ANCHOR TYP.ANCHOR oPTIONALAOpON 13 EMBEDMENT REgUiR£MENT REQUIREMENT E, INSTALLATION FLANGE®HEAD, O 3 TYPE,EMB OPTION 1 SILL 8 JAMBS .•; 1/4"MAX 41 27 `. EOGE DISTANCE CURVED HEADER PER SUBSTRATE, EDGE `, SHIM 12 61 70 SEE TABLE S. INSTALLATION INTO WOOD 2X,SEE NOTE 2,THIS SHEET. DISTANCE THIS SHEET. EMBEDMENT TYP.ANCHOR .� TYPE 30 , EMBEDMENT 114"MAX 11 EMBEDMENT 1,4' °.� EDGE SHIM MAX AND EDGE - - - 24 DISTANCE SHIM DISTANCE PER a' 3 TYP.ANCHORTYPE, j , EMBEDMENT AND SUBSTRATE - -`"'-' - • • 1.465" EDGEDISTANCE i SEE TABLE 6, 32� ' + j PER SUBSTRATE, THIS SHEET. 43 64 EXTERIOR INSTALLATION J—_ SEE TABLE 5,THIS �i INSTALLATION 36 SHEET. OPTION 1 INSTALLATION OPTION 3 VISIBLE I STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS LIGHT SUCK WIDTH THROUGH iX BUCKSTR6' HEIGHT j) 6i WOOD 2 .NOINSTALLATION ANCHORS INSTALlATION DIREC INTO MASONRY. 111111 WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH 30 REQUIRED AT HEADER. INTO MASONRY. HORIZONTAL SECTION A A 28 114•MAX,SHIM TABLE s: EGRESS FORMULAS #12 STEEL (EQUAL-LITE) 41 SELF-DRILLING Group Anchor Substrate DIIStan ee Embedment WIDTH:TIP-TO•TIP WIDTH-4° SMS(05),SEE Group 2.751" 9 8 TABLE 5,THIS \4-W. A UV 410 SS CreteFlex Ungrouted CMU,(ASTM C90) 1314" 1-1l4° HEIGHT:TIP 70-TIP WIDTH2-6.6116• BUCK SHEET fr P.T.Southem Pine(SG=.55) 8/16" 1.318" VISIBLELIGHT FORMULAS HEIGHT EXTERIOR USE EITHER #12 Sto61 SMS Aluminum,6063-T5 min. 318 ilw* LATCH(#20)OR INSTALLATION (EQUAL-LITE) BOTTOM LOCK OPTION d Screw(G5) Steel Stud,Gr.33 min. 318 0.0346(20 Go)' WIDTH(SASH):TIP-TO-TIP WIDTH•5-1116" TIP-TO-TIP 32 (#11).TESTED INSTALLATION B A36 Steel 318 i/B"' WIDTH(FIXED):TiP-TO-TIPWIDTH-4" HEIGHT 35 1 UNIT 5L FROMN• ANCHORS P.T.Southern Pine(SO 1.55) 1" 1-318" HEIGHT:{TIP-TO-TIP HEIGHT-7.MEMx2 VENT END DIRECTLY INTO 1f4"410 SS CreteFlex Concrete(min,3.35 ksq 1" 1" 64 METAL VISIBLE tttl Ungmuted CMU,(ASTM C-90) 1.314' 1-114' LIGHT i II 7 P.T.Southern Pine(SG-A 1" 1.318" HEIGHT `(� I� 34 DADE APPROVED MULLION, C 114"Steel Ultmcon Concrete(min.2.0 kal) 1" 1.318" ALUMINUM,STEEL FRAMING OR EXTERIORI Ungmuted CMU,(ASTM OW 21t2' 1-11M1 lyi ij ii STEEL STUD.SEE SUBSTRATE " PROPERTIES,TABLE 5,THIS SHEET. MINIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE, NOTES 43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET,FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2264' 31 20 2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6,THIS SHEET.ALL WOOD BUCKS LESS THAN 1.12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. BUCKSTRIP, 2 IX WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DiREOTLYTO SUBSTRATE,WOOD SUCKS DEPICTED AS 2XARE 1-12"THICK OR GREATER.SXAND 2X BUCKS PRODUCT REVISED SEE NOT£2. (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE o"complying vd(hthe Florida, THIS SHEET. ENGINEER OR ARCHITECT OF RECORD. - building CodeAcceptance Neam 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO , Rev sed Dctet lmtlon pole �n REFERRED TO AS DAYLIGHT OPENING)IS .,�� gj L NN Mi �'�i Revtetom By MEASURED FROM BEADINGTOSEADING. `���`. 4lCEN8.c z<<C��i� �J 10!10/11 2014 UPDATE Mitunl odcPro uc 11U I i1 114'MAX SHIM Revised 6): Dote: Revlelon: NO ANCHORS .. . . No.56705 _ SC 05/20/15 TABLE 5 REQUIRED IN - '' CONCRETE PER _ wn FLANGE ANCHOR ® Deecrfptlou DroBY: FRAME SILL .. . REQUIREMENT ` 15,'Iv FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI 'a� '' IORIDP.•' ��`~ 1070 TEC HNOl00Y DRIVE Title: Dote `tifiS�• ....••• a,�` N.PVENICE,XFL 345275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 VERTICAL SECTION B-B '�r,nNAI �` NOKOMIS; FL 34274 Sedee/Arodel: Scale: Sheet: Drowing No. Rev A.LYP,E.#69705 P•E, CERT. OF RUTH. /29206 51•'1',200 NTS 4 OF 8 MD-SHZ�O-{)1 B INSTALLATION DETAILS FOR FIN FRAMES EDGE DISTANCE EDGE DISTANCE TYP.ANCHOR TYPE,EMBEDMENTAND DISTANCE 1/4"MAX SHIM -�-( DISTANCE EDGE DISTANCE PER SUBSTRATE,SEE TANCE 114'MAX SHIM TYP.ANCHOR TYPE, TABLE 6,THIS SHEET EMBEDMENT AND EDGE 2X WOOD,SEE 2X WOOD, DISTANCE PER SUBSTRATE, I( NOTE 2,THIS INSTALLATION 2X W000,SEE NOTE 2,THIS SHEET SEE NOTE 2, SEE TABLE 6,THIS SHEET, 11 SHEET OPTION 6 1 .- EMBEDMENT EMBEDMENT THIS SHEET CURVED HEADER HORIZONTAL SECTION C-C EDGE EDGE 2X WOOD, g INSTALLATION DISTANCE DISTANCE SEE NOTE 2, 28 41 27 ANCHOR(SCREW) c. THIS SHEET THROUGH THE FIN EDGE EDGE 12 61 10 EMBEDMENT DISTANCE DISTANCE 1 EMBEDMENT --_--= - 114`MAX SHIM 114'MAX SHtM� 6 TYP.ANCHOR TYPE, 38 EMSEDMENTAND 1.465" EDGE DISTANCE 4 TYP.ANCHORTYPE, PER SUBSTRATE, EMBEDMENT AND EDGE - - 24 INSTALLATION SEE TABLE B,THIS DISTANCE PER SUBSTRATE, INSTALLATION — -- —= OPTION6 J� 4t SHEET. SEE TABLE 6,THIS SHEET. - 64 INSTALLATION ANCHOR VISIBLE 36 INSTALLATION OPTION 5 32 INSTALLATION 43 EXTERIOR (NAIL)THROUGH THE FIN LIGHT OPTION E ANCHOR(SCREW) cI 1, HEIGHT l� 81 30 STRAIGHT HEADER THROUGH THE FIN VISIBLE LIGHT WIDTH v INSTALLATION ANCHOR BUCKWIDTH EGRESS FORMULAS I 29 (SCREW)THROUGH THE FIN (EQUAL-LITE) WIDTH:41 MULLION SECTION HEIGHT:UCKHEIGHTt2-513/16' DADE APPROVED MULLION,MAYBE _ EXTERIOR 6VERTICAL RTICAL OR HORIZONTAL.MAX. VISIBLE LIGHT FORMULAS 2 751, 1/4°SHIM.SEE SUBSTRATE USE EITHER OPTION 7 PROPERTIES,TABLE 6,THIS SHEET. (EQUAL-LITE) BUCK LATCH(#29)OR INSTALLATION WIDTH(SASHk BUCK WIDTH-4-1116' HEIGHT 32 BOTTOM LOCK ANCHOR(SCREW) 1t4°MAX SHIM WIDTH(FIXED):BUCK WIDTH-3" (#it).TESTED THROUGH THE FIN EXTERIOR 6 HEIGHT:(BUCK HEIGHT-6-1118")/2 36 UNIT LOCATION: 11 6.516•FROM WITH FIN I�I 84 VENT END. #10 STEEL _- REMOVED VISIBLE SELF-DRILLING TABLE 6: i 7 SMS(G5) LIGHT Min.Edge Min. HEIGHT ,II 34 Anchor Substrate Distance Embedment 11 2-1/2"x.113"Box Nail P.T.Southern Pine(SG=.65) 112" 2-7/16" i EXTERIOR 2-112"X.131"Common Neil P.T.Southern Pine(SG-.65) 9116" 2-7116" 2-1/2"x.145"Roofing Nell P,T.Southern Pine(SG-.55) 9116" 2-7116` 43 P.T.Southern Pine(SG-.65) 314" 1.318" 2.254• ALUMINUM(STEELFRAMING ORSTEEL Aluminum,6063-T5Min. 318" 118" 31 20 STUD,SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(G5) TABLE 8,THIS SHEET. Steel Stud,Gr,33 min. 318" 0.036 PRODUCTRBVLSBD 5 NOTES A96 Steel 3/8" 118" w winplyins tha Flarlda 1)USE ONLY SUBSTRATE 111 t 111MlIV)1 tM M OF 3 THREADS BEYOND THE METAL SUBSTRATE. Buitd'etgCode WJ9JO Amepiatw No W 114'MAX SHIM \ / Ex IraUon Dote APPROPRIATE ANCHORS LISTED ,� 0 M/` r�rr Rev7aed 8y: Dote: ReNeton: ON TABLE 6 OF THIS SHEET. ,� 1"A ( 10/10/11 NO CHANGE B TYP.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE IiCENs r JJ EMBEDMENT AND EDGE EDGE DISTANCE LIMITS.ANY F•''•' Mlatn'Dode Product a '7�:• = Revivad BY: Doto: ReWeton: DISTANCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN No.,56708 SEE TABLE 6,THIS SHEET. MAY BE USED ON ANY SIDE OF THE _ _ SC 05/2OI15 NO CHANGE EDGE WINDOW. - Drawn By: DISTANCE ' INSTALLATION 2)2xwOODFRAMINooRBucK, `IA&OF15tFIN RAME INSTALLATION DETAILS J ROSOWSKI OPTION6 EMBEDMENT } 1.1wTHICKORGREATER, ��n (V INSTALLATION ANCHOR I 'r�C�s '•FtORIDA,.•'��^C�` 1070 TECH VENICE, FL GY 84275 n6e: Dote: (NAIL)THROUGH THE FIN 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT rr,ts" -L�Cl\`�. P.O, BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11 (ALSO REFERRED MEASUREDOPENING)IS AS DAYLIGHT r/ t/i t I I I t t�� NOKOMIS: FL 34274 Sadea/Modol: Soote: Sheat• Drawlnp No. /ter VERTICAL SECTION D-D BEADING TOBEADING. FROM A.LYNN MILLER,P.E. CERT. OF AUIH.X29286 SH-200 NTS 5 OF 8 MD-SH2O0-01 B P.E.#68705 TABLE 7: Anchor quantitles Required,Flange Frame PRODUCT REVISED Maximum wmdowNdth' as complying will,the Pladdu 78-1/5" 2&112" 33• 3T 1 41" 46" 49" 53•lla" Building Cods Maximum Seal,Fte he GnwpA Gmup13 Group GroupA Group a GntapG GrouPA GrouplI Group GtsupA GMPB Gra PC GroupA Group B Group G=pA GrsupB Group GroupA Group 8 Group G=pA GloupB Group A-plmrce Noll flg�•x2 Wmtlow K re 0-C rc K fk B cot aDnta I Helghtf (see Figure A.Ude ahaeQ g s gay :9 �Q{ g �gg ggQ s� g � x5 g meg' gSg �3 k g g�Q 5 g 5� s sg� �f 10 •i a� r% t'� a3 Mtami adeProduat 23" 11-9/18'(Equal Lile) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under 169118 2 2 2 2 2121 2 2 2 Z 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 9 2 3 2 4 2 3 2J3 2 4 213 2 3 2 37" 1&9115"(Equal Lila) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3�... m averf8-9/78 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 d 2 3 2 3 2 4 2 3 2 3 uf0wIli.71a" 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 8 2 3 2 ` t•' QNB„ 16718"Ihtu 193118'a 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 O p �i 1&114"(Equal Uta) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 � ovef 19.114' 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 R O under 1041116, 0 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 9 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 2 -,:1 Uy 45, 19-8110"Ihru22!!8' 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 3 2 3 2 3 2 3 2 0- 2 3 2 q OC 22 Nib'{Equal Lile) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 W W awr22-0t18' 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 under 261!8" a 2 2 2 2 2 2 3 2 3 2 8 2 4 2 3 2 3 2 4 2 4 2 3 2 q 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4` z 0 49, 20-110-thru 24.112" 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 3 2 3 2 3 2 ---ttt♦♦♦�-- IJI 22 24-9/10'(Equal Lita) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 a 2 2 3 3 $ 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 I i) (� I(� 0 over 249/18' 2 2 2 2 2 2 2 3 7 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 I4 O under20-13110' 3 2 2 10 0 2 2 2 a 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 a 2 4 2 4 2 3 2 VISIBLE LIGHT , 3ASti Z Z D fA I 2613!18"lhtu 24-11/18' 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 HEIGHT I Z "Z HEIGHT 24.3!4•(Etpiat Lite) 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 2 2 3 3 3 3 2 2 3 3 x 3 2 2 y 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 SASH HEIGHT�� ` t`M'^- ) CD under?A-15118" 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 8 4 3 3 3 4 3 4 3 3 3 a 3 4 3 3 3 6 3 4 3 4 3 5 9 4 3 4 3 6Y 24.15!18"lhnl a0.51B'0 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3_2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 3 3 3 3 2 4 3 3 2 3 2 4 3 3 2 3 2 0 Cl) 369/10'(Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 0- 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 �! T A X 2 . N aver 30-9/16" 2 3 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 l _ !n&r 26314' 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 3 2 6 2 4 2 4 2 5 2 4 2 4 2 11! �, 26314 that atsre•a 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 213 2 4 3 3 3 3 2 4 3 4 3 3 2 4 3 3 213 2 4 3 3 2 3 2 {�() Z B Z 31.8/18"(Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3. 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 a 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 oeer31-9118' 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 4 2 3 3 4 2 4 2 3 3 4 2 3 2 3 under 29314" 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 6 2 4 2 4 2 �r��r�rr ro 73" 29314"lhnr a051B"a 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 3 4 3 3 2 p N 369116" ) a g?qusi LBe 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 epi ZIA m, over36/18 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 2 2 3 3 3 3 2 2 3 3 3 3 2 3 3 4 3 3 3 3 3 4 3 3 2 1L!2 �X under 31.374" 3 2 a 2 3 2 3 2 3 2 3 2 3 2 3 2 a 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 d 2 3 2 4 2 4 2 3 2 b 2 4 2 3 ci313!4"!hN 39"a 0- 2 3 2 3 2 0- 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 a 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 FIGURE A:SASH CROSSo 361116'(Equal Life) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 8 3 3 3 SECTION(YATH 0 1 Tip-tod(p dimensions for flange Windom shown.For book dlmena(ons,subtract 1"• MONOLITHIC GLASS) Z 2 Ouemll sash height.For clear daylight height,subtract 3.9116". 3 Size range Includes the standald Pro•Y(eW(3-over--2 configuration)for the ghen Window Height. 4 FRO g"MAT(, " refers to"Meeting Rea". \`\\illi / Far or overall sash width,subtract 2-t5/16"from ALL om ihe'huck dimension. FLANGED qJ NOTES WINDOWSWITH '••,��/�� u) USE WINDOW. A CURVED OHEADER,AN ON SHEET I.DIMENSIONS SHOHOWNARE TIP-TO-TIP. ADDITIONAL Z;z m p'1•-•I ANCHOR 19 `r:U - 2)FOR FIN FRAMED WINDOWS,SEE NAIL PATTERN ON SHEET 1. REQUIRED AT ¢ 0: ^ 0 a 3}FOR SIZES NOT SHOWN,ROUND UF76THE NEXT AVAHTHE CENTER OF IV;' THE HEADER, cps;, t.., c, OR OR HEIGHT DIMENSION SHOWN ON THE TABLE. c 4)REFER TO TABLE 5,SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. PRO til PRODUCT REVISED m complying wish the Florida Building Code 6 Acceplw�ca ANGLED/CURVED ANGLED/CURVED Bx mlionDale 16 FRAME FRAME BA(lami oda roduatCan ! ASSEMBLY 90*CORNER ASSEMBLY FME 90eCORNER ASSEMBLY m FRAME & (9 4 ASSEMBLY O 0 21 I 21 (1) 0 o = 31'WEEP 50 61 1'WEEP g NOTCH D EACH END uj W EACH END 2 6 Z Q (l) 00 Z LL FLANtF.E _ _ ` O 60 61 MITERED FPAME 60 61 FRAME S MFIIIN ••Q Q 5 ~ WITH FRAME MITERED FRAME Q WELDS AT WI FRAME Z z SCREW BOSSES WELDS AT rc 06 SCREW BOSSES m zLIJ DETAILS FOR DO Z ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLYo 0 FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o —C4 = N Uzi w13 � N10 1/2'NOM. 1/2'NOM. GLASS STACK GLASS STACK m 114"AIRSPACE 3/16"AIRSPACE ® Q N n 1/8'ANNEALEOOR 3/16"ANNEALED OR 1/4'ANNEALEDOR 1/8'ANNEALEDOR 3/16'ANNEALEDOR OR °W q, TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS 1/8°ANNEALED OR TEMPERED GLASS TE ANNEALED SS J TEMPERED GLASS II TEMPERED GLASS OLL Z p( 60II 41 61 42 II 62 I I 63 43 ; I, 64 o !I I Iz, 31W NOM. 3/8'NOM. 31W NOM. 318 NOM. I 3!8"NOM. I II o i o xo GLASS SITE I GLASS BITE I GLASS SITE GLASS BITE I II 36 GLASS BITE I 36 oz z D 36 38 36 33 32 1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL " :�'"' �� 1/2 I.G.GLAZING DETAIL w �LL:--• �y GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES O&I GLASS TYPES H&J '•,Zy �� iatO ''•. .. QOM d ,CNV�c Q`�. '��1111111110 Item D GH T# PGT Part# Description 2000• 1 2703E 62703EW Flange Frame Head 2 2751B 62751BW Flange Frame SIII r- 2.OD0' 050• .062" 3 2781 62781W Flange Frame Jamb •062" .500' 236• .06r1.125" 4 2713 62713BW Integral Fin Frame Head 2.600• 2.000" 1 050. 5 2714E 62714EW Integral Fin Frame Sill .050• I 1 6 2782 62782W Integral Fin Frame Jamb '868" 500"F� asz• .050• .062• J .869- 7 2706 62706DW Sash Bottom Rail 062, .062• 062• 1 8 2707 02707CW Sash Top Rail '600° oso' '062" 9 2739 62739W Fixed Meeting Rail O FLANGE FRAME HEAD r .050, 10 FLANGEFRAME 082" -►�I+- 10 2709 62709CW Sash Side Rail 1 6083-T6 ALUMINUM T FLANGE F FRAME SILL FLANGE FRAME JAMB INTEGRAL FIN FRAME HEAD 11 27408 742740AW Sash Bottom Lock O 6063-TS ALUMINUM O 6063-T6 ALUMINUM 4 6083-T5 ALUMINUM 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb,Flex PVC 70 976, 21 1662C 7PADI18 HeadOpen Ce Gasket,Polyetheryne 2.058• 3.226• 22 1270 7PADi18 Open Cell Foam Pad 050• 1.126° � .oso• � � 1.187• 050° 23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC .062• 1.607° 1.896° 24 4066 64086G Wstp.,187 X.230 Fin Seal 2.000" 1 .062• T 25 2784 72784W Sash Side Rail Gasket,Polyethelyne 876• Gso•►� 1 1.229' 060° I 26 1078 7121UM Balance Take-out Clip 1.12x• 976 so• osz• ADDON FLANGE 27 Varies per Size Balance I 082 13 6063-T6 ALUMINUM .ez 28 2711 4280OW Sash Cam,Nylon J_ oso• W -►� � oe2• .1100• 29 1096 71096W Sweep Latch,Zinc2.068 050" 30 1016 7858W W #8 X.825 Ph.FI.SMS Latch Screws O INTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME JAMB O SASH BOTTOM RAIL O SASH TOP RAIL 6063-TS ALUMINUM 6063-TO ALUMINUM 6063-T6 ALUMINUM 5083-T6 ALUMINUM 31 1267 71267N Setting Block 1/8"x 1/2"x 1",EPDM 32 6DURAK316 Duraseal-3/16' �I4�- .Osr 33 6DURAK14 Duraseal-1/4" 34 Sash Bottom Lock Spring '062• 865• 35 Screen Cloth,Fiberglass 1.682' 1.1 Br 36 Dow Coming 899 Silicone Glazing Sealant .926' o62' oso �I TT L.J39' ers• 874' 40 1625 61625B Glass Bead(1/8"Glass) y II -►{ 41 2719 82719B Glass Bead(3/16"Glass) -r I 1.010° 42 1263 61263B Glass Bead(114"Glass) O FIXED MEETING RAIL 10 SASH SIDE RAIL 11 SASH BOTTOM LOCK RAIL 12 SASH STOP PRODUCTREVISED 43 1253 6VT48B Glass Bead(I.G.) 6083-T6 ALUMINUM 6063-T6ALUMINUM 6063-T6 ALUMINUM 606345 ALUMINUM as complying with the Florida Building Coda Acceptance-No tune No 1 -C7 11 50 781 PQA #8 X 1"QUAD Pn SMS P 51 781 PSTX #8 XVI Sq.Pn TWIn Fast SMS-410 S.S. t 111 I'I I t expiration Data /fat10 52 1184 781LHPQA #8-15 x 1 LH Twinfast Screw Zinc \���oNV LYNN,� ��iReWsed 8y: Date: ReWeton: ��.• �1cENSE .F� % JJ 10/10/11 NO CHANGE an ad°Productt7°nVol 53 1188 781LHPQX t/8-15 x 1 LH 7wlnfast Screw Zinc(S.S.) 'R • * 7 Revtssd By. Data: ReWalon: 54 78X1PFTFUA #8 X1"Ph F1 U/cut SMS _ No.58705 SC 05/20/15 NO CHANGE 55 78X1 FPAX #8 X 1"Ph FI-Stainless Steel Drawn By: 60 1/8"Annealed or Tempered Glass ® Deaeripti0°r C• j�IS OM&PART DETAILS J ROSOWSKI 61 3/16"Annealed or Tempered Glass :�Q''• TE F' '' ��ul� B` 1070 TECHNOLOGY DRIVE 7I11e: Data. 62 1/4"Annealed or Tempered Glass ;� GN.VENICE, FL 34275 p 'ics'S""" E�.� P.O. BOX 1528 SINGLE HUNG WINDOW INSTALLATION 05/11/11 63 1/8"-1/4"Alr-1/8"An.or Temp.I.G. ��,,��NA1�t,t NOKOMIS: FL 34274 Serves/Malek Scale: Sheet Drawing N°. Rev 64 1/8"-3/16"Air-3116"An.or Temp.1. A.LVNlu�IR,P.E. CERT. OFAUTH. y292Be SH-200 NTS 8OF8 MD-SH2O0-01 B P.EJ258705