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HomeMy WebLinkAboutProduct Approval T.LUhE COi7NTx BG DIVLSION REVIEWED FOR CO CE RFC I'.' D J J N Q VF6D Ry. DATE— ` PLANS MO F ERMIT MUS E ItZP ON JOB MIAMI�D�ADE OR NO INSPECTION WILL BE MADE. MIAMI-DADE COUNTY 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.mianddade.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�'SH 200"Alumina o Single Hun MR --N.I. 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. TERME'iATION 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 E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0528.22 MiaMt•DADE couivrir � 7 J3�} 5 Expiration Date: September 01,2016 1 Approval Date: August 06 2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted un der NOA No. 11-0614.01) 2. Drawing No. MD-SH2O0-01,titled"Single Hung Window Installation" sheets 1 through 8 of 8,dated 05/11A 1 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 1: Anchor verification calculations and structural analysis, complying with FSC-5th Edition (1014), 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-51h 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 09/01/16. Wamae" - anue ez,P.E. Product Control-Examiner . NOA No.15-0528.22 Expiration Date: September 01,2016 Approval Date: August 062015 E-1 GENERAL NOTES:SERIES 200 NON-IMPACT 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-TO•TIP WIDTH 2)SHUTTERS ARE REQUIRED WHEN USED INWIND-BORNE DEBRIS REGIONS, 52-i18'BUCK WIDTH 52-1/8"BUCK WIDTH NO ANCHORS 49•it8' 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY 40.118' VIBIBLE LIGHT ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED W VISIBLE LIGHT MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 6&8,SHEET 4&6. FIANCE FRAME HEAD r 9 3'MAX. �+•- --•rd T 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN jA 1.112`THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLER }- ---- C DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-112'THICK OR GREATER.IX AND 2X BUCKS L 8"MAX.FROM VISIBLE 35-1@" AND IN USED}SHALL BE DESIGNED TO PROP F THE ENGIN ER LOADS CH THE STRUCTURE.WOOD BUCK DESIGN CENTER OF j�J 41• LIGHT VISIBLE AND INSTALLATIpN IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING / 78' 1 LIGHT RAR l MAX.O.G. TIP TO 8"MAX.O.C. 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINGORSTUCCO,USE ANCHORS OF TIP SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 b 8,SHEET 4&5.NARROWJOINT SEALANT t5 USED ON ALL 77"HEIGHT FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING -- -- A C STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE 8° FBUCK T JJJ`OF THESE INSTRUCTIONS, HEIGHT 7 HEIGHT B C MAX ROM 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW, RAR f 23" 7)DESIGN PRESSURES: MAX.O.C. A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALTEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. M-►D B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9" --�B NO ANCHORS REQUIRED W MAX ANALYSIS AND GLASS PER ASTM E1300, MAX. IN FLANGE FRAME SILL ---� 8"MAX.O.C. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP.FLANGE FRAME ELEVATION TYP.INTEGRAL FIN FRAME ELEVATION THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. TESTED UNIT)1 (TESTEp UNIT) 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;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR —A WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS: 4001 SERIES(FIN FRAME). GENERAL NOTES........................1 ELEVATIONS................................1 DESIGN PRESSURE RATING NOTARTT D POR DESIGN PRESSURES..........2&3 VARIEINSTALLATION,FLANGE.............4 SEE SHEETS 2&3 IMPACT RESISTANCE INSTALLATION,INTEGRALFIN_6 WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR.MAY 8E USED BY INSCRIBING THE ANCHOR QUANTITIES.................6 SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. GLAZING DETAILS.....„.»..„..._,.7 CORNER ASSEMBLY..... 7 EXTRUSION PR0FILES......._.......8 - WIDTH -+{ I+-- WIDTH -+►I PARTS LIST...................................8 PRODUCT RMSED as complying with the Plodda @ dlal 15-028.v2 Accepm110: Dole HEIGHT , 4YNN np//ff/��i� RaHaed 8y: bate: Ravtatorr. DY JJ 10/10/11 2010 FBC NOTE HEIGHT •`� '•.�,,•'4�...... ENSC '••F� iii Mlsm doProdaet ` .• •r”[ Ravlaed By: Date: Ravlalon: No.56705 SGC 05!20!15 5th ed.FBC REV Drown W. ' = � aeaartl,ttan: p: 71 �' GENERAL NOTES&ELEVATION J ROSOWSKI ECUAL IRE PROVIEW/OIUEL ARCNIOP PROVIEWfOAIEL RADIU9TOP ECUALUTE � Q•'• "'A EO l ' � 1070 TECHNOLOGY DRIVE 715e: DatB1 i �` FtORtO?;.•'('g`� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 r FS •'••••• C1.,` P.O, BOX i520 NA1 ���` NOKOMIS; FL 34274 SaAeo/Modalr Soale: Sheet: Dmreing No. Rav: A.LVNRMILI fit,P.E. CERT. OF RUTH. e29296 SH-200 NTS 1 OF 8 IVID-SH2O0-01 B P.E,fi 58705 TABLE 1: TABLE 2_..._..._.. Monolithic Glass Types PRODUCT REVISED Maximum Design pressure(ibsW)for Glass Type A, Fin&Flange Frame as compI in with the Flodds Window Sash Heighf A 118"Annealed Bufldina code Height; (see Figure A,this sheet) Maximum Window Width' 9 118"Tem red Accept I it at �°-) p0 pir li it ate 19.1/6" 26.117' 33" 37" 41" 45" 49" 53-1/8" C 3116"Annealed 23" 11-9116"(Equal Lite) +55,0 -90.0 +55.0 490.0 +65.0 -90.0 +55.0 490.0 +55.0 -90.0 +55,0 -90.0 +55.0 -90.0 +55.0 -90.0 D 3116"Tempered Miami adaProduM under 18.9116" +55.0 -90.0 +56.0 -90.0 +65.0 76.2 +55.0146.6 +65,0 -57.3 +60.2 -50.2 +44.8 -44.8 +39.9 -39.9 E 1141 Annealed 37' 18-9/16"(Equal Ute) +65.0 -90.0 +55.0 -90.0 +55.0 -84.2 +55,0 -74.6 +55.0 -66.5 +55.0 .81.0 +56,0 -57.7 +65.0 55.0 p 1!4"Tempered owr 16.9116" +65.0. -90.0 +65.0 -90.0 +55.0 -76,2 +55,0 -66,6 +65,0 -57.3 +50,2 -50.2 +44.8 -44.8 +39.9 -39.9 under 15.7/8" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55.0( -83.8 +55.0 -66.8 +50.0 -50.0 +44,8 -44.8 +40.0 •40.0 TABLE 3: r 15.718"thru 19-3!16"3 +56.0 490,0 +55.0 -90.0 +55.0 78,7 +55,0 -68.0 +55.0 58.5 +51.1 -51.1 +45.9 -45.9 +41.3 .41.3 n 36.318" insulated Glass Types O 19-114"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 827 +55.0 -728 +65.0 83.5 +55.0 •57.9 +54.2 -54.2 +51.5 51,6 fA Q otter 19114" +66.0 -90.0 +65.0 -87,1 +65.0 -73.4 +65,0 -63.8 +55,0 -56.6 +50,0 50,0 +44,6 44.8 +40.0 14010 i!8 Annealed, Airspace,1!8"Annealed E O e Z 64 under 10.9/16" +55.0 -81.6 +55.0 72.3 +65.0 .61.3 +55.0 -55.3 +60,5 50.6 +46.6 -45.8 +42.0 -42.0 +38.7 -38.7 H 3/18"Annealed,3118"Airspace,1/B"Annealed 6 46" 19.9116"thin 225/8"3 +65.9 -90.0 +55.0 -67.9 +55.0 -74.0 +55.0 -64.3 +55.0 -56.9 +60.1 50.1 +44.8 -04.8 +40.0 40,0 I 116"Tempered,114"Airspace,116"Tempered s g GGf]] Lij 22-9/16"(Equal Lite) 1+55.0, -90.0 +55.0 -90.0 +55.0 -78.8 +65.0 •68.1 +55.0 -58.6 +61.1 51.1 +46.0 -48.0 +41.4 41.4 J 3118"Tempered,3116 Airspace,118"Tempered U,( over 22.9116" +65.0 -81.5 +55.0 72.3 +55,0 -61.3 +55.0 55.3 +60.6 50.5 +45.8 -45.8 +42.0 -42,0 +38.7 -38.7 Z Z ll under 20-1/el +65.0 71.8 +55.0 -626 +55,0 55.4 +60.3 50.3 +45.9 -45.9 +41.7 .41.7 +38.9 -36.9 +36.2 -36.2 T Z O 49 20.1/6'thru 24-1/2"a +65,0 -90.0 +55.0 -825 +55,0 -69.6 +55.0 -61.6 +55.0 55.4 +49.3 -49.3 +44.6 -44,8 +40.0 -40,0 FIGURE N.SASHTIJI'E t±U 0 �r 24.9/16"(Equal Lite) +65.0 -90,0 +55.0 -90.0 +55.0 -76.4 +55.0 •66.5 +65.0 -57.8 +50,4 50.4 +46.0 -46.0 +40.1 -40,1 CROSS SECTIONO O Q (WITH MONOLITHZ Z W Q awr24.9l16 +55.0 -71.6 +65.0 .62.8 +65.0 -55.4 +50,3 50.3 +45,9 -46.9 +41.7 .41.7 +38.9 -38.9 +36.2 38.2 GLASS) tai Z_ h under 20-13116 +65.0 57.8 +55A -69.9 +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 u7 2 60518" 20.13!16"thru 24-11118"3 +55.0 89.6 +65.0{ -80.3 +65.0 .67.7 +55.0 .60.6 +64,2 54.2 +49.0 49.0 +44.2 144,2 +40.0 -40.0 O O W 24-3/4"(Equal Lite) +55.0 -90,0 +55.0 -90.0 +55.0 -75.4 +55.0 -65.7 +55.0 57.4 +50.3 50,3 +44.9 144.9 +39.9 -39.9 e o t f a O der 243/4" +56.0 57.8 +55.0 -59.9 +53,3 -53.3 +48.5 116.5 +44.1 144.1 +40.2 40.2 +37.8 -37.6 +34.8 -34.8 r Z Luunder24.1511W +55.0 -56.0 +43,8 43.8 +41.9 141.9 +39.1 -39.1 +36.0 -36.0 +326 52.6 +30.0 -30.0 +27.8 -27.6 , g JSH (0 0 !V) 61" 24-16116 thru 30.516"3 +55.0 -75.0 +55.0, 58.0 +56,0 57.4 +51.9 51.9 +47.4 47.4 +43.2 43.2 +39.9 59.9 +37.3 57.3 VISIBIGHT (� LUZ 30-9118"(Equal Lite) +55.0 -87.9 +55.0 -75.8 +55,0 -66.6 +56.0 -59.7 +53.5 -53.6 +48.7 148.7 +43.9 43.9 +39.9 -39.9 HEa Q otter 30.9116" +55.0 57.8 +65.0 59.9 +53,3 53.3 +48,5 -48,6 +44.1 -44.1 +40.2 402 +37.6 -37.6 +34.8 -34.8 SASHHELT-3.9118• under 26514" +54.7 -54.7 +41,2 41.2 +40.3 140,3 +37.8 -37.8 +34.6 -34.6 +31.3 -31.3 +28.9 -28.9 +26.5 -26.5 A 25-314"thin 31-598"3 +55.0 -720 +65,0 -63.2 +55A 55,7 +50.5 -50.5 +46.1 116.1 +41.9 141,9 +39.0 59.0 +36.3 -30.3 63 1 re 31-9118"(Equal Lite) +55.0 -83.9 +55.01 71.7 +55.0 .64.8 +66,0 -58.2 +62.4 52.4 +47.9 47.9 +43.3 113.3 +39.7 -39.7 { o owr 31.9116" +55.0 57.8 +65,0 -59.9 +63.3 53,3 +48,5 -0.6 +44.1 -44.1 +40.2 -40,2 +37.6 -37.6 +34.8 34.6 under 29314" +53,3 53.3 +39.7 -39.7 +39,1 39.1 +38.7 36.7 +33.4, -33.4 +30.3 -30.3 +28.0 28.0 +25.8 -25.8 � ' o _ dY 73° 29.314"thru 36.518"3 +55.0 -81,0 +620 -52.0 +48,2 48.2 +44.0 -44.0 +40.1 40.1 +37.0 -37.0 +34,1 -34.1 t31.4 731.4 c� z 0 - 36-9116"(Equal Lite) +55.0 -68.3 +55.0 56.3 +52,1 52.1 +51.5 -51.5 +47.0 -47.0 +42.7 -42,7 +39.6 39.6 +37.0 -37.0 0 oer36.9118" +55,0 -67.8 +55,0 -56.3 +52,1 -62.1 +48.5 148.5 +44.1 144.1 +40,2 40.2 +37.6 -37.6 +34,8 34,6 under 31314 +53.3 53.3 +39.7 39.7 +39.1 39.1 +36.7 36.7 +33.4 -33.4 +30.3 30,3 +28.0 -28.0 +26,8 -26.8 `t�1I144IIIIj"rr 76" 31.314"thrU 39"3 +5510 -58.3 +48 0 146.0 +45,2 45.2 +41.2 141,2 +37.9 -37,9 +34.8 -34,8 +31.7 31.7 +29,5 -29.6 ����sc NOTES t ...... .... ti 39-1/16"(Equal Lite) A+55.0 52.6 +50.8 50.8 +46.9 .46.3 +45.2 -45.2 +44.2 144.2 +40.3 140.3 +37.7 -37.7 +34.9 -34.9 ?`4,Q 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/a" "Tip-to-lip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1", ANNEALED GLASS(TYPE A} it 2 Oast/sash height.For clear daylight height,Subtract 3-9116". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTHc,4 o:�$ 3 Size range Includes the standard pro-View(3-owr-2 configuration)for the glen Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. =y.uU ci w 4:` For oemil sash width,subtract 2-16116"from the buck dimension, TABLE 4: TABLE 2: PRODUCT RBVIBBD Maximum 2 Design Pressure(lbsltt2)for Glass Type B-J, Fin 8r Flange Frame Monolithic Glass Types as complying with the Florida Window Sash Height Bvirding Code He ht1 (sae Figure A,this sheet) Maximum Window Widths A 118"Anrrealed Acceptance No �2 l3 118"Tempered Explml on Date. 10-116" 26.112" 33" 37" 41" 46" 49" 53-1/8" C 3118"Annealed Ey 23 11-9116"(Equal Lite) +55.0 -90.0 +56.0 -90.0 +55.0 -90.0 +55.0 -R-0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +56.0 4D.0 Mi ads Product 011 D 3118"Tampered under 18-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.4 -90.0 +55.0 -90.0 +55.0 -84.3 +66.0 78,0 +55.0 -72.9 E 114"Annealed 3T' 18-9116"(Equal Lite) +55.0 50.0 +55.0 -00.0 +65.0 -90.0 +55,0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 •81.1 +55.0 -73.4 F 114"Tempered over 18-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -00.0 +56.0 -90.0 +55.0 -90.0 +55.0 -64.3 +55.0 -76.0 +55,0 -72.9 under 15-718" +55,0 -90,0 +55.0 -90,0 +56.0 -90.0 +55,0 -90.0 +56.0 -88.6 +55.4 -81.8 +55,0 75.0 +55.0 •88.5 cty TABLE 3: 38318" 16 7!8"thru 193!18"a +55.0 40.0 +55.0 -90.0 +55.4 -90.0 +55.0 -90.0 +56,0 -90.0 +55.0 -87.9 +55.0 -78.6 +56.0 -71.2 Insulated Glass Types 19 114"(Equal Lite) +55.0 -90.0 +55.0 -0010 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 ++55.0 .78,6 +55.0 -71.2 O G1G 118"Annealed,114"Airspace,118"Annealed ZC7over 1&114" +55.0 -90.0 +56.0 -00.0 +55,0 -90.0 +65,0 -90.0 +55.0 -08.5 +55.0 -81.8 +56,0 -6B.5 under19-9/16" +55.0 5D,0 +55.0 -90.0 +55,0 -90.0 +65.0 -86.6 +55,0 -80,2 +65,0 73.2 +55.0 59.7H 3118"Annealed,3!10"Airspace,1!8"Annealed 19-9116"thin 225!6a +550 90.0 +650 -80.0 +550 900 +550 -90.0 +55.0 60.1 +56.0 76.5 +65.0 6 ; I 118"Tempered,114" "Airspace, 118"Tempered 46" 22-9/16"(Equal Lite) +55.0 -90.0 +65.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55,0 -89.3 +55.0 -78,5 +55.0 -70.0 +55.0 -83.0 J 311(1"Tempered,3116"Airspace,118 Tempered 0 0 over 22.911$" +55.4 -90,0 +55.0 -80.0 +55,0 -80.0 +55,0 -86.5 +55.0 -80.2 +55,0 -73.2 +56.0 -88.3 +55.0 -59.7 Z Z 00 under20-118" +55,0 -90,0 +55,0 -90.0 +55.0 -66.0 +55,0 -81.8 +55.0 75,7 +55.0 -69.2 +56.0 62.8 +56.0 -57.7 = Z Q 49" 20-11Wthni24.117'a +65.4 -90.0 +55,0 -90.0 +55,0 -90.0 +55,4 -90.0 +56.0 -64.8 +560 -74.2 +55,0 -65.0 +55,0 59.1 FIGURE A:SASH V U 'j ?� M 249/16"(Equal Ute) +55.0 -90.o +55.0 -90.0 +55.0 -90.0 +55,0 90.0 +55.0 84.8 +55.0 -74.2 +65.0 85.9 +55,0 5g,1 caoss SECTION O U fn O (WITH I.G..OLAS) Z Z 55.0 .86.0 Z 249118" +55.0 -90.0 +55.0 -90.0 + +55.0 -81,8 +55,0 -75,7 +55,0 669.2 +56,0 •62.8 +55.0 57.7 under20.13/16" +55.0 -90,0 +66,0 -90.0 +56,0 -83.5 +55,0 -79.1 +55.0 -74.0 +55.0 -67,3 +55.0 -61.9 +55,0 -58.8 r tt3 Z 501%8„ 2043116"that 24-11/10,3 +5510 -90.0 +55,0 -90.0 +56.0 -90.0 +65.0 -90.0 +55,0 -83.2 +55,0 -72.7 +55.4 •64.5 +55.0 -57.8 !� !� p w Z 24314"(Equal Lite) +55.0 -90.0 +56.0 -90.0 +55.0 -90.0 +55.0 00.0 +55,0 -83.2 +55.0 -72.7 +55,0, -64.5 +55.0 57.8 �I Ij o j C14Q' C> Over 24314" +55.0 -00.0 +55,0 -90.0 +55.0 -83.5 +55.0 -70.1 +55,0 -74.0 +55,0 -67.3 +55.0 •81.9 +65.0 58.6 �II ( r Z Lu N under24-15118" +55,0 -87.9 +55,0 75.8 +55.0 -65.7 +55,0 -62.3 +55.0 -50.0 +55.0 56.5 +53.2 -53.2 +49,6 -49.6 J T 24-15!16"thtu 30-516"a +55.0 -87.9 +55.0 75.8 +55.4 -74.1 +55.0 74.1 +55.0 -74.1 +66.0 -65.5 +65,0 -57.5 +61.1 -51.1 � SASH -_3 U Cn Z 81" VISIBLE LIGHT l HEIGHT W 30.9116"(Equal Lite) +55,0 87.9 +55,0 -75.8 +55,0 -74.1 +55,0 -74.1 +55,0 -74.1 +55.0 -65.5 +55,0 -57.5 +51.1 51.1 HEIGHT over30.9/18" +55,0 -87.9 +55,0 .0 -74. 1 -75.8 +551 +55,0 74.1 +55,0 -74.0 +55,0 -65.5 +56,0 57.5 +51.1 -51.1 SASH HEIGHT-3.9/16" i undsr253/4" +650 -83.9 +55,0 71.7 +55,0 -62.0 +55,4 59.9 +55,0 -51.8 +54.5 54.6 +51.3 51.3 +48.3 -467ON n 83" 26.914"thtu 31518"a +55.0 -83.9 +55.0 71.7 +560 -69.4 +55.0 -69.4 +55.0 -69.4 +56.0 -64.5 +65.0-56.6 +60.2 -50.2 { i m 31-9/16"(Equal Lite) +55,0 -83.9 +55.0 71.7 +55,0 -69.4 +55.0 -69.4 +55.0 -69.4 +65.0 -64.5 +55.0 -56.5 +50,2 50,2 �I I� �K0, I,I over31-9118•' +65,4 -63.0 +55,0 -71.7 +55,0 -69.4 +55,0 49,4 +55.0 -89.4 +55,0 84.5 +55,0 -56.5 +50.2 -50.2 k under 293/4" +55,0 48.3 +55,0 56.3 +52.1 -52.1 +51,5 51.5 +51.5 51.5 +51,5 51.5 +50.0 50.0 +46.41, 46.4 �a c 73" 29 314 that 38 618 a +65A X8.3 +55A 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.6 61,5 +51.6 51.6 +48.4 48.4 O= Z 36-911W(Equal Lite) +55.0 58.3 +55.0 56.3 +52,1 -52.1 +51,6 -51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 -46.4 over38-9/16" +55,0 -68,3 +55.0 -58.3 +52,1 521 1+51,6 51.6 +51.6 51.5 +51.6 -51.5 +51.5 -51.5 +46.4 46.4 tvl\\vvilia lr�/' under 31-314" +55.0 52.5 +50,8 50.8 +46.3 46.3 +45.2 -45.2 +45,0 46.0 +45.0 45.0 +46,0 45.0 +46,0 45.0 78" 31-314"that 39"a +55.0 $2.6 +50,8 50.8 +46.3 -46.3 +45.2 45.2 +45.0 45.0 +45,0 45.0 +45,0 450 +45.4 -05.0 NDTES C�WQ .•' �N�2 1 39-1118"(Equal Lite) +55,0 52,5 +50 8 50.8 +q6,3 46,3 +qg,2 45.2 +45.0 450 +450 -45.0 +46.0 -45.0 +45.0 45.0 1)USE THIS TABLE FOR ALL WINDOWS THATARE GLAZED WITH GLASS _ o d p'.,Q a 7YPES8-J.NOT APPLICABLE WITH 116"ANNEALED GLASS(TYPEA), to i. tt: Tip -totarflangewindowe shown.For fin windows or buck dimensions,subtract 1". -z:- ea cid' o:ZIS 2 Overall sash helghL For clear daylight halght,subtract 3.9/16". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE MOTH OR j V d ~J> ";p a SI2e range Includes the standard Pro-Vlew(3-over-2 configuration)for the given Window Haight. HEIGHT DIMENSION SHOWN ON THE TABLE, y'•, x �6; a For overall sash width,subtract 2-15116"ham the buck dimension, %,2Qy'• ��C/\� d ��rrllllllll\\\li "o INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE/CMU CONCRETE/CMU PERANCHOR PEQUIREM N TYP.ANCHOR OPTIONALADOON EMBEDMENT REQUIREMENT INSTALLATION FLANGE g HEAD, 13 REQUIREMENT TYPE, OPTION SILL SJAMBS ••, 43 EDGE DISTANCEEMBEDMENTAN CURVEDHEADER 1/A"MAX 1 27 SHIM •< PER SUBSTRATE, INSTALLATION INTO WOOD EDGE 12 61 10 SEE TABLE 6. 2XSFE NOTE 2,THIS SHEET, DISTANCE f Y THIS SHEET. —) G7 EMBEDMENT �� 4/ a •'� :• 36 EMBEDMENT TYPE, EDGE 114"MAX EMBEDMENT ^' DISTANCE SHIM MAX AND EDGE ---- - 24 SHIM DISTANCE PER 3 TYP.ANCHOR TYPE, EMBEDMENT AND SUBSTRATE, -- -=-- - •• 1.485" EDGE DISTANCE 1 SEE TABLE 5, 82 _ + 1 PER SUBSTRATE, (( TNtS SHEET. 43 64 EXTERIOR INSTALLATION SEE TABLE 6,THIS I� INSTALLATION VISIBLE 36 SHEET. OPTION 1 INSTALLATION OPTION 3 STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS HEIGHT 11 51 INSTALLAT(ONONTO INSTALLATION BUCKWIDTH THROINTGOMASBOUNRTRIP LIGHT WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH 9 REQUIRED AT HEADER, INTO MASONRY. HORIZONTAL SECTION A A I TABLE 6: EGRESS FORMULAS 1/4"MAX.SHIM (EQUAL-LITE) #12 STEEL Anchor Min.Edge Mln. 41 SELF-DRILLING Group Anchor Substrate Distance £inbedment WIDTH:TIP-TOTIPWIDTH-4° SMS(05),SEE HEIGHT:TIP-TO-TIPWIDTH2-66116" 2.751" 9 i t a) TABLES,THIS A 1t4 410 SS CreteFtex UnBmuled CMU,(ASTM C-90) 1314" l-1/4° SHEET P.T.Southern Pine(SG=.55) 9/16" 1-3/6" BUCK EXTERIOR USE EITHER qnr VISIBLELIGHTORMULAS HEIGHT #12 Steel SMS Aluminum,6063-TS Min. 3/B 118"" (EQUAL-LITE) LATCH(#20)OR INSTALLATION Screw(G5) steel Stad,Gr.33 min. 3/8' 0.0346(20Ge)•BOTTOM LOCK' OPTION 4 W{DTH(SASH):TIP-TQ-TIP WIDTH•61!16"TIP-TO-TIP 32 (#11).TESTED INSTp4LAT1pN B A36Stee1 3/S' 118"` WIDTH(FIXED):TIP-TO•TiPWIDTH-4"HEIGHT I UNIT LOCATION: ANCHORS P.T.Sartham Plna(SG=.56} 1" 1318^ HEIGHT:(TIP-TO-TIP HEIGHT-7-1116W 35 IVEE FROM DIRECTLY INTO 114"410 SS CreleFlex Concrete(min.3.36 ksl)VENT END,64 METAL Ungmuted CMU,(ASTM C 90) 1314' i-i14"VISIBLE i LIGHT 7 P.T.Southem Pine SG=.66 1° 1318" HEIGHT �) 34 DADE APPROVED MULLION, C 114"Steel Ultracon Concrete(min.2.0 ksi) 1" 1-3/0, ! ALUMINUM,STEEL FRAMING OR EXTERIOR Ungmsted CMU,(ASTM M) 2-112° I-114 (i iI 11 STEEL STUD.SEE SUBSTRATE j-'j •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE, PROPERTIES,TABLE 5,THIS SHEET. V 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. 2254" 31 20 2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-U2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-12^THICK OR GREATER.IX AND 2X BUCKS PRODUCT REVISED SEE NOTE 2 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE na e010plying Witt the Fimida, Building Coda THIS SHEET, Acceptance Na� ENGINEER OR ARCHITECT OF RECORD. 3 VISIBLE LIGHT WIDTH OR HEIGHT ALSO I I I{1 1 1 1 1 Ion Da(e REFERRED TO AS DAYLIGHT OPENING)IS �� pts' (,G NN Re try: Res • M14 ,/'�i viaod torte: vliork ey' MEASURED FROM BEADING TO BEADING. `� `�:•'41GENSF''•1"' �i JJ 10/10/11 2014 UPDATE MinmI ado Product Comsat �y 1/4"MAX SHIM `t Revised BY Date: Revision: NO ANCHORS . ' '' Na.56745 SC 05/20/15 TABLE 5 REOUIRED IN • CONCRETE PER = Doawf Ronr Drawn�0 FLANGE ANCHOR FRAME SILL • ° s' REQUIREMENT � 1• ST,oFLANGE FRAME INSTALLATION DETAILSJ ROSOWSKI ORY !N0VTECHNOLOGY DRIVE TTDs: 05� � R N BOX 1629 SINGLE HUNG WINDOW INSTALLATION05/11/11 VERTICAL SECTION B—B 7vir�'iN- tvP.O. FL 34274 Sedoo/Mcdeh Seele: Sheet: Drowlny No. ReB A.LY P,£. CERT. OF AM. p29298 SH-200 NTS 40178 MD-SH2O0-01 P.E.#69705 INSTALLATION DETAILS FOR FIN FRAMES EDGE DISTANCE EDGE DISTANCE EDGETYP.ANCHOR TYPE,EMSEOMENTAND DISTANCE (� 1/4'MAX SHIM DISTANCE EDGE DISTANCE PER SUBSTRATE,SEE I 114'MAX SHIM TVP.ANCHOR TYPE, TABLE 6, EMBEDMENT AND EDGE J} 2%WOOD,SEE 2X WOOD, DISTANCE PER SUBSTRATE, I I NOTE 2,THIS INSTALLATION 2X WOOD,SEE NOTE 2,THIS SHEET I SEE NOTE 2, SEE TABLE 6,THIS SHEET. i! SHEET OPTION 5 -� -}+ EMBEDMENT 1 EMBEDMENT THIS SHEET HORIZONTAL SECTION C-C CURVED HEADER EDGE EDGE 2X WOOD, g INSTALLATION pISTANCE TSEE HIS SH E T 27 ANCHOR(SCREW] DISTANCE "� - THIS SHEET 26 41 THROUGH THE FIN EDGE i EDGE 12 61 10 EMBEDMENT DISTANCE DISTANCE EMBEDMENT -- 1t4"HAX SHIM i/4'MAX SHIM 6 TYP.ANCHOR TYPE, 36 EMOEDMENTAND IAA EDGE DISTANCE 4 TYP.ANCHOR TYPE, -- -- {{{ PER SUOSTRATE, I EMBEDMENT AND EDGE 24 INSTALLATION SEP TABLE 6,THIS DISTANCE PER SUBSTRATE, INSTALLATION ------------ OPTION6 SHEET. I SEE TABLE 6,THIS SHEET. - 64 INSTALLATION ANCHOR VISIBLE 36 INSTALLATION OPTION 5 32 LIGHT OPTION E INSTALLATION 43 EXTERIOR (NAIL)THROUGH THE FIN HEIGHT I 61 30 STRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIG HT WIDTH u� INSTALLATION ANCHOR THROUGH THE FIN 29 (SCREW)THROUGH THE FIN BUCK WIDTH EGRESS FORMULAS (EQUAL-LITE) 41 MULLION SECTION WIDTH:EBUCKHEIGHT/2-5.13/16" EXTERIOR /'1 o J DADE APPROVED MULLION,MAY BE / - INSTALLATION VERTICAL dR HORIZONTAL.MAX. VISIBLE LIGHT FORMULAS 2.751" 114"SHIM.SEE SUBSTRATE USE EITHER OPTION 7 PROPERTIES,TABLE 6,THIS SHEET. (EQUAL-LITE) BUCK LATCH(#29)OR INSTALLATION MOTH(SASH):BUCK WIDTH-4-1116" HEIGHT BOTTOM LOCK ANCHOR(SCREW) WIDTH(FIXED):BUCK WIDTH-3" (#11).TESTED THROUGH THE FIN 174°tv1AX.SHiM EXTERIOR 6 HEIGHT:(BUCK HEIGHT•6•i/18')12 35 I UNIT LOCATION: 8.518'FROM �f WITH FIN jII gq VENT END. #10 STEEL - REMOVED VISIBLE I!( SELF-DRILLING TABLE 6: LIGHT 7 SMS(GS) Min.Edge Min. HEIGHT fli 1I 34 Anchor Substrate Distance Embedment I I 11 .�/ 2-it2"x.113"Box Nail P.T.Southern P1ne(SG=.55) 112" 2.7116" ExrER! 6 2-112"x.13111 Common Neil P.T.Southern Pine(SG-.65) 9116" 2-7f16" 2-112"x.145"Roofing Nall P,T.Southern Pine(SG=.55) 9116" 2-7/1 W 43 P.T.Southern Pine(SG-.55) 314" 113/8" 2.2/14" ALUMINUM/STEEL FRAMING OR STEEL Aluminum,8063.75 mm. 316" 116" 31 20 #10 Steel SMS Screw(GS) STUD.SEE SUBSTRATE PROPERTIES, Shea)Stud,Gr.33 min. 3/8" 0.036 THOLE 6,THIS SHEET. PRODUCT RBVSSED 5 NOTES A36 Steel 3/8" UB" WS to lyinawiththaFtodda 1)USE ONLY SUBSTRATE 1111 I I'I MUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. flwtdmg do AfZM 114'MAXSHIM 1 �'M 1 Acct Bono ate irauon Date APPROPRIATE ANCHORS LISTED `� O � ReWgad 8y: Date: ReviNva: ON TABLE 6 OF THIS SHEET. ,ti 1� • C 1� 10/10/11 NO CHANGE By TYP.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE .•' tiGENS�c''.�i�Fy JJ Miam DadcPooduct ortr EMBEDMENT AND EDGE EDGE DISTANCE LIMITS,ANY 1!r * Revised By: Date: Revision: DISTANCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN No,58705 SEE TABLE 6,THIS SHEET. — MAY BE USED ON ANY SIDE OF THE _ : _ SC 05/20/16 NO CHANGE EDGE WINDOW. - Drawn 1?y. DISTANCE INSTALLATION 2)2X WOOD FRAMING OR BUCK, IS. �� FIN FRAME INSTALLATION DETAILS J ROSOWSKI - U' DescnpUan =73`•, � 7.2. OPTION EMBEDMENT --7}- 1.1/2'THICK OR GREATER. Q,{.•., AEOF 1U INSTALLATION ANCHOTitle: Date: R I i,�s'•F<oRIOA,. \C�,` 1070 VNEFTECHNOLOGY4279 SINGLE HUNG WINDOW INSTALLATION 05/11/11 (NAIL)THROUGH THE FIN 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT 'f�i�S/(3NAL �`,�ti`` P.D. 00X 1529 (ALSO REFERRED TO AS DAYLIGHT .;I!I 1 i j j 1 t t� NOKOMIS, FL 34274 Sedeq/Modei: Saote: Sheol: orawlnp No. Rev.- VERTICAL ev: VERTICAL SECTION D-D BEAEDIINOTOBEADINO.IS OFROM ALYNNMILLER,P.E. CERT. OF AUfH. 29288 SH-200 NTS 5 OF 8 MD-SNI -01 B P.E.#66705 TABLE 7: Anchor Quantities Required,Flange Frame PRODUCTREVISED Mmdamm Wndow Wldthr ns complying with the Plorida 191f8" 29V2" 33" 37" 1 41° 1 46" 1 4 1 83.118" Dal in Co do MaxImawindow n Sash Hoot, GroupA GtnupB Group GnxrpA GraupaB Qra GmupA GmupB Group GroupA GlwrpB GnarpC S PA Group B Group G-PA G-PS Group G=paaA Group 8 Group GMPA Groupe Gmn;p Ecce w nData) dg M Wg rt taco Figure A,this sheep g g g A T 2 S 2 � g � � 2 g � 1 � � � � S � � W. � g � 5 � � � � i �gy � �s y L�e a ati a� sB Q a�' °o( m a at aha a� Mfmni aGoPtaduM 23" 11-0118"(Equal Lite) 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 18-9114r 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 4 2 3 2 3 2 4 2 3 2 3 2 3T' 18.9110"(Equal Life) 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 � oterlmir 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 4 2 3 2 3 2 4 2 3 2 3 - tom•" under 15718" 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 4 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 2 0 ` �•' 385f$" 10.718"lhm 1"18"3 2 2 2 2 2 2 2 2 2 2 2 2 9 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 �p !0.114"(Equal Lite) 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 �+O Z N owr 19-1/4" 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 under l9.0ft9" 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 d 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 2 '•1 $ g � 48" !8.8118"thru 22.618"s 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 3 2 3 2 (� 22.911&'(Equal LBe) 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 9 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 LLI LLJ owr22-Witr 2 2 212 T-2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 —4-1-2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 i Us U F Do under 20-118" 2 2 2 2 2 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 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 I Z Z 49" 2a•118"thm24-U2"s 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 ')'--' {� Z O 24-0110(Equal Ula) 2 2 2 2 2 2 2 2 2 2 2 2 3 8 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 3 3 3 3 2 2 1 II (� (� {r owr248/18" 2 2 2 2 2 2 2 9 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 4 2 3 2 4 2 4 2 3 O Q O §5 urdsr2413/16' 3 2121 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 2 VISIBLE LIGHT SASH o:Z Z {� 0 t!) 20.13710"Ihtu 24-11118•' 2 2 F-2 T-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 9 2 4 3 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 HEIGHT I HEIGHT Z Z 24514•(Equal L9e) 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 a 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 1 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 II r under24-10/10' 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 8 3 4 3 3 3 6 3 4 3 4 3 8 3 4 3 4 3 "3-9116" !'y O C"3 6Y 24.18!!8"thm 38SJ8°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 (! 30.9110•(Equal Lile) 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 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 L 1 0 = —.1 i� O x � N awr30-9f18° 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 9 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 0 LLI r under 263/4" 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 6 2 4 2 3 2 6 2 4 2 4 2 6 2 4 2 4 2 83„ 28314"thru 31518"s 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 $ 2 3 2 4 3 3 3 3 2 4 3 4 3 3 2 4 3 3 2 3 2 4 3 3 2 3 2 (U!) Z id Z 3!•9118"(Equal Lits) 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 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 owr 31.w7e, 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 2M4* 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 6 2 4 2 4 2 6 2 4 2 4 2 � 73" 20314"lhru 385/8"s 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 `� o N N 38911&'(Equal Lke) 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 t i owr 3&8116' 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 3 uader31.374" 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 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 8 2 d 2 3 2 �•�. 78" 315/4"thni a0"'i 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 3 3 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 FIGURE A: 391118"(Equal Vile) 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 SECTION(NTH CROSS r MONOLITHIC GLASS) Trp•to-tip dimensions for flange wtndawa shown.For buck dimensions,subtract 1", s 2 Overall sash height,For clear daylight helghl,subtract 39116". 3 Size range Includes the standard Pro-View(3-over-2 configuration)/or the given Window Height. 4�S O "MR7aro nates to"Meeting Bali". \\\FOR ALL ``71111 I I I!r 1 f 1 ttf For o erell sash width,subtract 2-15176"from the buck dimension. FLANGED NOTES W)NDOWSWITH +• ���tL¢ ,..•.,•,•.,..,M/ u) A CURVED �.�. 2� 1)USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION HEADER,AN r, ON SHEET 1.DIMENSIONS SHOWN ARE TIP-TO-TIP. ADDITIONAL ANCHOR IS 2)FOR FIN FRAMED WINDOWS,SEE NAIL PATTERN ON SHEET 1. REQUIRED AT j FOR SIZESNB THE CENTER OF SHOWN,ROUND UP TO THE NEXT AVAIlJiBLE WIDTH THE HEADER, OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4)REFER TO TABLE 6,SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. ��ill 4( PFLQ4 7v� PRODUCT REVISED as complying wish the Ficilda Building Code Am,lmnm NoI ANGLED/CURVED ANGLEDICURVED Ex mlionD.Ma 16 FRAME FRAME BY ASSEMBLY 90°CORNER ASSEMBLY 900 CORNER FRAME FRAME ASSEMBLY ASSEMBLY 52 co 21 21 I 0 z c%j l'WFEP 11WEEP so 61 0 NOTCH a NOTCH 0 EACH END N EACHEND 2 LLI Lj Q z co < In LL 60 67 MITERED FRAME so 61 FLANGE FRAME z 0 WITH=E MITEREDFRAME SHOWN,FIN N WELDS AT FRAME SIMILAR 06 1 SCREWSOSSFS WITHFRAME 0 0 SCREW B WaOOSSESSAT z z ca z In 2 Z ASSEMBLY DETAILS FORLU ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR U) FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAILz i; Lo M uj z ca V5z I C) 4, 1W NOW. 112*NOM. GLASS STACK GLASS STACK w 1/8'ANNEALEb 1/4'AIRSPACE 3118"AIRSPACE OR 3116'ANNEALED OR 1/4'ANNEALED OR I/WANNEALED OR 3116`ANNEALED OR X m C4 TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS14I/8'ANNFALEDOR TEMPERED GLASS 116'ANNEALED OR— TEMPERED GLASS TEMPERED GLASS 60 61 11 62 63 Il 40 1 43 0 318 Num, 316'NOM. 110 6 318'NOM. 3/8'NOM. 3W NOM� q GLASS SITE GLASS SITE GLASS SITE GLASS BITE I GLASS BITE 36 36 30 36 32 3s NOM t 91, 7 7 7 7 "0 ..........O'k," 0 c" o— . 1/8"GLAZING DETAIL 3(16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL s , 0 C) GLASS TYPES A&a GLASS TYPES 0&D GLASS TYPES E&F GLASS TYPES G S,I GLASS TYPES H&J Item PGT PGT Part# Description 1 2.000" t 1 2703E 62703EW Flange Frame Head 2 27518 62751BW Flange Frame SIII �— 2'0�, 236, .050" '�" 3 2781 62781W Flange Frame Jamb .062" 500• •062' 1.125" 4 2713 62713BW Integral Fin Frame Head z.soo• 2.000' 1 050, 5 2714E 62714EW Integral Fin Frame Sill .050• 1 6 2782 62782W Integral Fin Frame Jamb mss' soo^�- oez• .050' .062• .869• .k 7 2706 62706DW Sash Bottom Rail 062, .062• 1 8 2707 02707CW Sash Top Rail •500' .062• osz^ 4 050• 0ex• -.1+ 9 2739 62739W Fixed Meeting Rail O FLANGE FRAME HEAD -F1 .050' 10 2709 62709CW Sash Side Rall eov-76ALUMINUM 2.056' FLANGE FRAME SILL FLANGE FRAME JAMB INTEGRAL FIN FRAME HEAD 11 2740B 742740AW Sash Bottom Lock O 6063-T6 ALUMINUM O 6063-T6 ALUMINUM a 6063-T5 ALUMINUM 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb,Flex PVC 70 976• �I 21 1662C 71662CW Head/Sill Gasket,Polyethelyne 2.o5e^ 3225, I� 22 1270 7PAD118 Open Cell Foam Pad 050• 1.125" .050. 1.167" 050° 23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC r oar 24 4066 840660 Wstp.,187 X.230 Fin Seal 1 1'807' 1696• 25 2764 72784W Sash Side Rall Gasket,Polyethelyne g7 fi. 050 2.000 71 1220• 082• 050° I 26 1078 7121UM Balance Take-0ut Clip 1.126" 97fi 50° 062" 73 ADDON FLANGE 27 Varies per Size Balance •082° 6063-76 ALUMINUM 050 -►i .0sz• 28 2711 42600W Sash Cam,Nylon .9zs• 29 1098 71096W Sweep Latch,Zinc z.oss• .050" - 30 1016 7858W W #8 X.025 Ph.FI.SMS Latch Screws O INTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME JAMB O SASH BOTTOM RAIL O SASH TOP RAIL 6063-Te ALUMINUM 6083-T6 ALUMINUM 8063-T6 ALUMINUM 6083-T6 ALUMINUM 31 1267 71267N Setting Block 1/9'x 1/2"x 1",EPDM 32 6DURAK316 Duraseal-3/16" -�I FF- .oar 33 6DURAK14 Duraseal-1/4" 34 Sash Bottom Lock Spring � '062° .865• -- 35 Screen Cloth,Fiberglass 1.662' 1.187 36 Dow Coming 899 Silicone Glazing Sealant O6z• Oso o3s- fixe' 67a• I� 40 1625 616258 Glass Bead(1/8"Glass) .e2s• I+-• � 1.167- 42 .167 +y 41 2719 627198 Glass Bead(3116"Glass) .oaz^ 42 1263 61263B Glass Bead(1/4"Glass DME ) O FIXED MEETING RAIL 10 SASH SIDE HAIL 11 SASH BOTTOM LOCK RAIL 12 SASH STOP PRODUCT RBVISBD 43 1253 6VT48B Glass Bead(I.G.) 6063.76 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM as complying with The Flodda Building lode 50 781PQA #8 X1"QUAD Pn SMS AcceplanceNo 1 -b $ v2 Bap+relion Date 51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. 11 I I I I t i 26IF \% X LYNN //7 Ravised By: Dote: Revision: L/ 52 1184 781LHPQA #8-15x 1 LHTwintastScrew ZJnc ��`aDN • "" M�<<F', JJ 10/10/11 NO CHANGE ,+ cdeProduatConuol `� .•'•�,\CENSE '•.,� 53 1188 781LHPQX #8-15 x 1 LH 7wlnfast Screw Zinc(S.S.) Revhed By: Data,- 54 ote: Revision: 5a 78X1PFTFUA #8X1"Ph FI u/cut SMS _ No.56705 - SC 05/20/15 NO CHANGE 55 78XIFPAX #8 X V Ph FI-Stainless Steel = = Drcxn ey: 60 1/8"Annealed or Tempered Glass ; o' ' �^,l�'<-�a; ® B M+ren. ,.Lc- `'`�� ; w_ BOM&PART DETAILS J ROSOWSKI 61 3/16"Annealed or Tempered Glass ;�O''• TE _�� 1070 TECHNOLOGY DRIVE Title: Date: 62 1/4"Annealed or Tempered Glass .,t` FIOR\o!'• C9 N.VENICE, FL 34275 p /.;css'"""" E�.� P.O. BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11 63 1/8"-114"Alr-1/8"An.or Temp,I.G. //,,�oNA11���,�` NOKOMIS: FL 34274 Serles/Modal: Seale: Sheet: Omwing No. Rer. 64 1/8"-3116"Air-3110"An.or Temp.1.G. A.LYNfJ ILIER,P.E. CERT. OF AUTH. #29296 SH-200 NTS SOF 8 MD-SH2O0-01 B REA 58705