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HomeMy WebLinkAboutProduct Approval S L' P460i1NTY%DING DIVISION REVIEWED FOR CO II' CE R E C E I',r JUN 2 4 2916 REVr>+1W11);1:Y DATE_ — PLANS ' 1' RNIIT MUSTi BL ISP ON rOB OR NO B\SFECTION WILL BE MADE. MIAMI•DADE _ MIAMI-DADE COUNTY 1A 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.miemidaae.eov/economv 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 Havin6urisdiction(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"�1T-20D"Aluminu= i1,1 ngle:I€ung�Window= 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 E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0528.22 MIAMI•DADE CO 31115 Expiration Date: September 01,2016 7 J I 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 under NOA No.11-0614.01) 2. Drawing No. MDS11200-01,titled"Single Hung Window Installation"sheets 1 through 8 of 8,dated 05111A 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 FBC-511 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 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 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. 4 LNlinue ez,P.E. Product Contro xaminer NOA No.15-0528.22 Expiration Date: September 01,2016 Approval Date: August 06 2015 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(KVHZ). 63-1/8-TIP-TO-TIP WIDTH — 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, 62.11$'BUCK WIDTH — 52-1/11'BUCK WIDTH -DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 40-118" VISIBLE LIGHT 3)FOR MASONRY APPLICATIONS IN MIAMI 49-118* ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM COO CONCRETE REQUIRED IN VISIBLE LIGHT MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.SEE TABLES 5&6,SHEET 4 8 5. FLANGE .I FRAME HEAD '_B 3'MAX. _D 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A I 1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.lXWOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED c DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-172"THICK OR GREATER.`IX AND 2X BUCKS a. t.__ 35-IJ2 MAX.FROM VISIBLE (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN - - -/7/� -'- ti I t 35-lr2" AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. CENTER OF 21- LIGHT VISIBLE ME MAX O.C. 78' 1 LIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF RAILTIP-TO W MAX.O.C. SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL TIP 1 FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL SEALINGIFLASHINGHEIGHT A STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE 77*BUCK C OF THESE INSTRUCTIONS. HEIGHT f 77' 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE $"MAX.FROM L J BUCK CENTER OF�y HEIGHT 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. RAIL f 1C 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME B NO ANCHORS REQUIRED 3*MAX. ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL 6"MAX,O.C. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE VVINDLOADS 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 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS (TESTED UNIT) (TESTED UNIT) OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE- 9)REFERENCES:TEST REPORTS FTL-6479;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........................I ELEVATIONS................................i DESIGN PRESSURERATING tATING DESIGN PRESSURES.-,....._.2&3 INSTALLATION,FLANGE.............4 VARIES, NOT RATED FOR INSTALLATION,INTEGRAL FIN_5 CONFIGURATIONS AS SHOWN IMPACT RESISTANCE WINDOW SHAPES AND SASH CON WN BELOW OR SIMILAR.MAY BE USED BY INSCRIBING THE SEE SHEETS 2 3 ANCHOR QUANTITIES.................6 SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM SHEETS 2&3, GLAZING DETAILS................. 7 CORNER ASSEMBLY...................7 EXTRUSION PROFILES 8 WIDTH WIDTH PARTS LIST...................................8 PRODUCT REVISED 's complyim'Vith the vlorida Buildin&Cd. Ir,.0528..2,Z ff Ampt-ce No Revised Sy: Date; Review; Ex ram Dallo j/6 LYNN 4.11Z HEIGHT j 10/ ana mi 9d.Pioduct Cc HEIGHT ...... 10/11 2010 FBC NOTE By 0 eat R.O.od Ite. Dole: Revision: N,,.58705 SGC 05/20115 5th ed.FBC REV Brown Or. GENERAL NOTES&ELEVATION J ROSOWSKI EQUAL LRF PROVIEVI ORILL ARCHTOPPROMMIORIEL IUSTOFEWALUIE TOF 1070 TECHNOLOGY DRIVE 7760.1 to. 34275 SINGLE ON 05/11/11 P.O. Box 1529 N. VENICE, FL HUNG WINDOW INSTALLATION NOKOMIS;FL 34274 SorloslModol: Scale: I Sheet: crowing No. TRsE 'D� N CERT. OF AUTH. J29296 SH-200 NTS 1 OF 8 MD-SH200-01 TABLE 1: TABLE 2: 2 Monolithic Glass Types PRODUCT REVISED Maximum , Deslgn Pressure(lbs/ft)for Glass Type A, Fin&Flange Frame nr emnptying"Ph rhn FlmIda Window Sash Height A 118"Annealed Baitdingcode Heightr (see Figure A,this sheet) Maximum Window Width' g 1!6"Tempered Accvplancc No -05 .9.2 19-U8" 26-1/7' 33" 37" 41" 45" 49" 53.4/8" 6 pini nDatc C 3116"Annealed By 23" 11-9116"(Equal Lite) +55.0 -90.0 +55.0 30.0 +65.0 -90.0 +65.0 -90.0 +65.0 f -90.0 +55.0 -90.0 +55.0 -90.11 +55.0 -90.0 D 3116"Tempered Miami adeproduet under 18-9/16" +55.0 -90.0 +55,0 -90.0 +55.0 -75.2 +55.0 -65.5 +55.0 -57.3 +50.2 750.2 +44.$ -44.8 +39.9 -39.9 E 1/4'Annealed 37" 18.9/16"(Equal Lite) +55.0 -90.0 +55.0 30.0 +55.0 -84.2 +65.0 -74.5 +55.0 56.5 +55.0 61.0 +55.0 -57.7 +55.0 -55.0 F 114"Tempered o1er18-9118" +95.0 -90.0 +55.0' -90.0 +55.0 -75.2 +55.0 -65,6 +65.0 -57.3 +50.2 -50.2 +44.8 -44.8 +39.9 -39.9 m under 16.716" +55.0 -90.0 +56.0 -87.1 +55.0 -73.4 +55.01 -63.8 +65.0 -58.8 +50.0 -50.0 +44.8 -44.8 +40.0 1 40.0 TABLE 3: 15.7/8"thru 19-3116"3 +55.0 -90.0 +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 -41.338-3/8" 19-1/4"(Equal Lite) +56.0 -90.0 +65.0 -9G.0 +55.0 -82.7 +55.0 -72.6 +55.0 53.5 +65.0 -57.9 +64.2 -54.2 +51,5 -51.6 Insulated Glass Types 0 0 0 over 19.1/4" +55.0 -90.0 +65.0' .87.1 +65.0 -73.4 +55.0 -63.8 +55.0 -56.8 +50.0 -50,0 +44.6 -44.8 +40.0 -40.0 G 1/8"'Annealed,114'"Airspace,1/8"Annealed Z N under 19-9116" +55.0 -81.6 +66A 72.3 +55.0 -61,3 +55.0 -55.3 +50.5 30.5 +45.8 46.8 +42.0 -42.0 +38.7 38.7 H 3116"Annealed,3116"Airspace,1/8"Annealed -7 © _ i - 1 1/8"Tempered,114"AtrsP ace,1/8"Tempered 45" 19.9/16"thm22-518"a +55.0 -90.0 +55.0, -87,9 +55.0 -74.0 +65.0 -64.3 +65.0 -56.9 +50,1 50.1 +44.0 ■14.8 +40,0 -40.0 P 22.9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -78.8 +55.0 58.1 +65.0 -58.5 +51.1 51.1 +46.0 46.0 +41,4 -41.4 J 3116"Tempered,3116"Airspace,116"Tempered U} I m over 22-9116 00, +56.0 -61.5 +55.0 -72.3 +55.0 -61.3 +55.0 55.3 +50.5 50.5 +45.8 46.8 +42.0 -42.0 +38.7 -38.7 Z Z r" under 20.118" +55.OI -71.6 +55.0 -62.8 +55.0 55.4 +%3 -50,3 +45.91 45.9 +41.7' -41.7 +38.9 -38.9 +36.21 -38.2 - < < O Z 0 4( 20-1/8"thru 24-1/2"a +65.0 -90.0 +65.0 -82.5 +55.0 59.6 +55.0 51.6 +55,0 -55.4 +49.3 -49.3 +44.6 -44.6 +40.0 -40.0 FIGURE A:SASH a U G C) j 24.8/16"(Equal Lite) +65.0 -90.0 +55.0 -90.0 +56.0 -76.4 +55.0 -66.5 +55.0 -57.8 +50.4 -50.4CROSS SECTION Q 0 O.d +45.0 -46.0 +40.1 •40.5 0 f) o eer24-9118" +55.0 .71.6 +55.0 62.8 +55.0 -55.4 +50.3 50.3 +45.9 -46,9 +41,7 -01.7 +38.9 -3$.9 +38.2 -36.2 (WITH MONOLITHIC Z Z W GLASS} W. Z mk I-- under 20-13/1 +55.0 -67.8 +56.0 59.9 +53.3 53,3 +48.5 -48.5 +44.1 .44.1 +40,2 -40.2 +37.6 -37.6 +34,8 -34.8 - r u7 Z 60-5/8" 20-13/16"thru 24-11116"a +55.0 -89.6 +65.0 .80,3 +65.0 57.7 +55.0 .60.6 +64.2 54.2 +49.0 -49.0 +44.2 -44.2 +40.0 •40.0 I� O O w 24-3/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -75,4 +55.0 55.7 +55.0 -57,4 +b0,3 50.3 +44.9( -44.9 +39.9 -39.9 o 04 o over 24-314" +56.0 .87.8 +55.0 -59.9 +53.3 53.3 +48.5 -48.5 +44.1 44.1 +40.2 40.2 +37.6 37.8 +34.8 -34.8 �' � +- � O � � O under 24.15/16" +55,01, -56.0 +43.8 43.8 +41.9 -41,9 +39.1 -39.1 +36.0 -36.0 +32.6 -32.6 +MO -30.0 +27.8 -27.6 !i T--�, 0 W °T 61" 24.15/16"thin 30.5/8"3 +55.0 j -75.0 +65.0 j 56.0 +55.0 57.4 +51.9 -51.9 +47.4 -47.4 +43.2 -43.2 +39.9 -39.9 +37.3 37.3 VISIBLE LIGHT II SASH g•-a (� U) 0 rA 30-9/16"(Equal Lite) +55.0 -87.8 +56.0 -75.8 +65.0 56,6 +65.0 -59.7 +53.6 -53,5 +46.7 -48.7 +43.9 -43.9 +39.9 -39.9 HEIGHT 1 HEIGHT `a (n wc� ��Z over 30-9116" +55.11 57.8 +65.0' 59.9 +53.3 53.3 +48.51 -48.15 +44.1 -44.1 +40.2 -40.2 +37.6 37.8 +34.8 34.8 SASH HEIGHT-3.9/16' Ij under-2 6314" +54.7 -54.7 +41.2 -41.2 +40.3 -40,3 +37.8 -37.8 +34.6 -34.6 +31.3 -31.3 +28.9 -28.9 +26.5 -26.5 I! g h 253/4"thru 31-5/B"' +65.0 -72.0 +65.0 53.2 +65.0 55.7 +50.5 -50.5 +46.1 -46.1 +41.9 -41.9 +39.0 -39.0 +36.3 -36.3 j r H a 83" 31-9/16"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 -64.8 +56.0 58.2 +52.4 -52.4 +47.9 -07.9 +43.31 -43.3 +39.7 -39.7 i� Ole x rv' awr 31-8116 +56.0 57.8 +65.0 -59.9 +63.3 53.3 +48.5 X8.5 +44.1 44.1 +40.2) 40.2 +37.6 -37.6 +34.8 -34.8 IE _�$ under 29-314" +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 +25.B -25.8 1 a o 73" 20-314"thru 36.5/8"a +55.0 -61.0 +52.0 52.0 +48.2 48,2 +44.0 -14.0 +40.1 -40.1 +37.0 -37.0 +34.1 •34.1 +31.4 31.4 c z z 36-9/16"(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.e -39.6 +37.0 -37.0 over36-9116" +65.0 67.8 +55,0 -56.3 +52.1 52.1 +48.5 -48.5 +44.1 -44.1 +40,2 -40.2 +37.6 -37.6 +34.8 -34.8 under 313/4" +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 v1vvrI/,78" 31-3/4"thru 39"' +56.0 -58.3 +48.0 -48.0 +45.2 -46.2 +41.2 -41.2 +37.9 -37.9 +34,6 -34.8 +31.7 -31.7 +29.5 -29.5 vv �3-3/V I,,f W 39.1/16"(Equal Lite) +65.0 -62.6 +60.8 -50.8 +46.3 -46.3 +45.2 45.2 +44,2 -44.2 +40.3 40.3 +37.7 37.7 +34.9 -34.9 NOTES ;> >,c ,p 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH lie, Tip-to-tlp dimensions for flange Windows shown,For fin windows or buck dimenalana,subtract V. ANNEALED GLASS(TYPE A). z Overall sash height.For clear daylight height,subtract f-¢". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH _ ;rn m ,C s1 ul a SIZE maga Includes the standard Pro-View(3-over-2 configuration)for the given Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. =? W o N For crAmit sash width,subtract 2-15/16"from the buck dimension. TABLE 4: TABLE 2: PRODUCT REVISED 2 Monolithic Glass Types ns c-Plying seuh the Florida Maximum Design Pressure(lbst )for Glass Type B-J, Fin&Flange Frame Ruildi,grade Window Sash Height? A 118"Annealed Accepinnce Nn 22 1 (see Figure A,this sheet Maximum Window Width' axpirnr'n„oars Heigh/ D ) B 1!8"Tempered 19-1/8-- 26-112" 33" 87" 41" 45" 49" 53-1/8" C 3116"Annealed IvIi.rni ode Product Cm, 23" 11-9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -80.0 +55.0 -90.0 D 3116"Tempered under 18.9/16" +55.D -00.0 +55.0 -90.0 +55.0 -00.0 +55.0 -90.0 +55.0 -90.0 +55.0 -04.3 +55.0 -78.0 +55.0 -72.9 E 114"Annealed 3T' 18.9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.D -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -81.1 +55.0 -73.4 F 1/4"Tempered over 18-9116" +55.0 -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 m under 15-7/0" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 -81.8 +55.0 -75.0 +55.0 -68.5 TABLE 3: '- 38 3/B" 15-718"thru 19-3/16'3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -76.8 +55.0 -71.2 Insulated Glass Types O to 19-1/4"(Equal Lile) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90,0 +55.0 -87.9 +55.0 -76.8 +55.0 -71.2 0fj) Z N G 118"Annealed,1/4"Airspace,1/8"Annealed O over 19-1/4" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 -01.8 +55.0 -75.0 +55.0 -68.5 H 3/16"Annealed,3/16"Airspace,1/8"Annealed O under 19-9/18" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 I -60.2 +55.0 -73.2 +55.0 66.3 +55.0 -59.7 H 1 1/8"Tempered,1/4"Airspace,1/8"Tempered €0 45" 19-9/16"thru 22-518"3 +55.0 -90.0 +55.0 -90.0 +55.D -90.0 +55.0 -90.0 +55.0 59.1 +55.0 -76.5 +55.0 -70.0 +55.0 8 :• J 3116"Tempered,3/16"Airspace,118"Tempered W W J I n 22-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -89.3 +55.0 -78.5 +55.0 -70.0 +55.0 -63.0 Ur Ur co over 22-9/16" +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -86.5 +55.0 •80.2 +55.0 -73.2 +55.0 -66.3 +55.0 -59.7 ZQ Q (1) LL under 20-118" +55.0 -90.0 +55.0 -90.0 +55.0 e6.0 +55.0 -81.6 +55.0 -75.7 +55.0 -69.2 +55,0 -62.8 +55.0 -57.7 U U z r O 20-118"thru 24-112"3 +55.0 90.0 +55.0 -90.0 +55.D -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 -59.1 FIGURE A:SASH 5$ 48" CROSS SECTION O OCO 0 24-9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +65.0 -65.9 +55.0 -59.1 Z Z W p (WITH I.O.GLASS) � Z ..� over 24-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -89.2 +55.0 •82.6 +55.0 57.7 under 20-13116" +55.0 -9D.0 +55.0 -90.0 +55.0 53.5 +55.0 -79.1 +55.0 -74.0 +55.0 57.3 +55.0 -61.9 +55.0 -56.8 `- LID Z 20.13116"thru 24-11/18"3 +55.0 -80.0 +55.0 -90.0 +55.D -80.0 +65.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.5 +55.0 -57.6 jli II N Z 50-5/U' 24-314"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -83.2 +55.0 -72.7 +55.0, -64.5 +55.0 -57.6 - �j ij a O o d 2 0 over 24-3/4" +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 51.9 +55.0 -58.8 Ijl Ij Z W CV under24-15118" +55.0 -87.9 +55.0 -75.6 +55.0 -65.7 +55.0 52.3 +55.0 -60.0 +55.0 -56.5 +53.2 -53.2 +49.6 49.8 iii II SASH g�U O 24-15/16"thru 3D5/8"3 +55.0 -87.9 +55.0 -75.6 +55.0' -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 -65.5 +55.0 -57.5 +51.1 51.1 VISIBLE LIGHT Ij Ij HEIGHT 3 (!7 W Z ' ac9 81" 30-9116"(Equal Lite) +55.0 57.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55,0 -74.1 +55.0 85.5 +55.0 -57.5 +51.1 51.1 HEIGHT it i z F (!) mver30-9/16" +55.0 -87.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.0 +55.0 -65.5 +55.0 -57.5 +51.1 -51.1 SASH HEIGHT-3-9/16- N under 253/4" +55.0 63.9 +55.0 -71.7 +55.0 52.0 +55.0 59.9 +55.0 57.8 +54.5 54.5 +51.3 -51.3 +46.3 48.3oHN N 25 314"thru 31-518"3 +55.0 83.9 +55.0 -71.7 +55.0 -69.4 +55.0 -69.4 +55.0 59.4 +55.0 -64.5 +55.0 -56.5 +50.2 -50.2 I I Ij N A 63 31-9116"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 59.4 +55.0 59.4 +55.0 -69.4 +55.0 -64.5 +55.0 -5B.5 +50.2 -50.2 j�j j 0 over 31-0110" +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 •89.4 +55.0 59.4 +55.0 -64.5 +55.0 -56.5 +50.2 -50.2 j j jl 61 o under 29-3/4" +55.0 -6B.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 -08.4 n i a 73" 29-3/4"thru 36-5/8"3 +55,0 -68.3 +55.0 -56.3 +52.1 -52.1 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 51.5 +46.4 •48,4 30-9/16"(Equal Lite) +55.0 -68.3 +55.0 -58.3 +52.1 -521 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +48.4 -48.4 over 38-9116" +55.0 -80.3 +55.0 -58.3 +52.1 -52.1 +61.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +48.4 -08.4 \\\vvv11III� rr/ ' under M-3/4" +55.0 -62.5 +50.8 -50.8 +46.3 -48.3 +45.2 45.2 +45.0 -05.0 +45.0 .45.0 +45.0 -45.0 +45.0 45.0 sz , •..•••.. N/ `. `J2 78" 31-3/4"thru 39"3 +55.0 -62.5 +50.8 50.8 +46.3 -06.3 +45.2 -45.2 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 +15.0 NOTES rt ,• �';a 39-1/18"(Equal Lite) +55.0 52.5 +50.8 50.8 +q6.3 48.3 +q5.2 -05.2 +45,0 -05.0 +45.0 -05.0 +45.0 -45.0 +45.0 -05.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ _ o o J=or g TYPES B-J.NOT APPLICABLE WITH 1/B"ANNEALED GLASS(TYPE A). _ Z;Eu W h m o 7 1 Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". =z• O-a ? 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR:j J o ¢ - Overell sash height.For clear daylight height,subtract 3-9/18". y �a -'z a HEIGHT DIMENSION SHOWN ON THE TABLE. :� •r'., (,j\ 3 Size range Includes the standard Pro-View(3over-2 configuration)for the given Window Height. ;Gpy For overall sash width,subtract 2.15116"from the buck dimension. %,�1N...•• •• RO\��` ItPvvvv INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETE/CMU --- PER ANCHOR PER ANCHOR TYP.ANCHOR OPTIONAL ADppN 73 EMBEDMENT —••••i REQUIREMENT REQUIREMENT TYPE INSTALLATION FLANGE M HEAD, 3 EMBEDMENT AND OPTION 1 sill a�Aes '{i- CURVED HEADER _ I 1/4'MAX 41 27 EDGE DISTANCE PER SUBSTRA INSTALLATION INTO WOOD - - •— EDGE SHIM 12 Bt _ 10 SEE TABLE 5,TE, 2X,SEE NOTE 2,THIS SHEET. _ DISTANCE THIS SHEET. j�a EMBEDMENT �•� ';�t -- _ -- - _ TYP.ANCHOR ,.�.-�•a EMBEDMENT TYPE. _ 36 —Lil4'MAX MAX EMBEDMENT ANO EDGE '� - ------- DI DGE SHIM SHIM DISTANCE PER 24 g ANCE TYP.ANCHOR TYPE, - -!i SUBSTRATE, EMBEDMENT ANO (I. SEE TABLE 6, ^ 1.465' I{ EDGE DISTANCE ! 1 32 THIS SHEET. 43 54 EXTERIOR INSTALLATION yt l PER SUBSTRATE, ( A. �"` Ij 36 SEE TABLE 5,THIS lj INSTALLATION I SHEET. OPTION 1 INSTALLATION OPTION 3 VISIBLE II STRAIGHTHEADER OPTION2 VISIBLE BUCKLIGHT IDTH THROUGH INSTALLATION ORS LIGHT I THROUGH IXBUCKSTRIP HEIGHT t INSTALLATION ONTO INSTALLATION - BUCK WIDTH �I 61 WOOD 2X.NO ANCHORS ANCHORS DIRECTLY -- TIP-TO-71PWIDTH INTO MASONRY. 30 REQUIRED A7 HEADER. INTO MASONRY, HORIZONTAL SECTION A"A li 29 EGRESS FORMULAS 114'MAX.SHIM TABLE 5: #12 STEELAnohof'- �_� Min.Edge Min. (EQUAL-LITE} 41 - SELF-DRILLINGAnchorAnchof Substrate Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4" SMS(05),SEE- 2.751` 0 i-t a 7 TABLES A 1/4'410 SS CreteFlex Ungrouted CMU,(ASTM G00) 1-314' 1.1/q' HEIGHT:TIP-TO-TIP WIDTHrz-6-6116' / SHEET P.T.Southam Plne($G=.55) 6116" 1.318' VISIBLE LIGHT FORMULAS BU CK r L-__ �_ HEIGHT EXTERIOR USE EITHER #12 Steel SMS Aluminum,6053-T5 min. 3/8" 1t8"• LATCH(#29)OR INSTALLATION SEQUATO-TIP } BOTTOM LOCK' OPTION 4 Screw(G5) Steel Stud,Gr-33 min. 3/e' 0.0346(201390* WIDTH(SASH):TIP-TO-TIP WIDTH-5-1/1 TIP-70•TIP _ 32 (#11).TESTED INSTALLATION [- B A36 Steel 3t6' 118"' WIDTH(FIXED):TIP-TO-TIF WIDTH-4' HEIGHT Iiw� UNIT LOCATION: ANCHORS PJ.Southern Pine(SG=.55) 1" 1.318" HEIGHT:(TIP-TO-TIP HEIGHT-7-1/16')2 6.516"FROM VENT END. DIRECTLY INTO 1/4"410 SS CreleFlex Concrete(min,3.35 ksl) 1' 1' tl l7 64 METAL. VISIBLE ll Ungrouteti CMU,(ASTM G90) 1-314` 1-1t4' LIGHT Il ! 7 ._ 3 P.T.Southem Plne(SG=.55 1° 1-318" HEIGHT j! �I 34 DADE APPROVED MULLION, C 114'Steel(Alracon Concrete(min.2.0 itTQ ALUMINUM,STEEL FRAMING OR EXTERIOR I I Ungrouted CMU,(ASTM G90) 2-1/2" 1.114" STEEL STUD.SEE SUBSTRATEn •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. PROPERTIES,TABLE S.THIS SHEET. � I 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. 2.254' 31 20 2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1.112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, BUCKSTRIP, 2 IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-V!"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 m complpingavitbthe Florida THIS SHEET. _ ENGINEER OR ARCHITECT OF RECORD. Dui"Ing Cod' Accap"'s No 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO 1 I It I I III,_ Bx imHon Date \l LYNN / Roviaod By: Do*. ftevlelan: REFERRED TO AS DAYLIGHT OPENING)IS \\\\�Ct1`( N+19j� rrr ny' MEASURED FROM BEADING TO BEADING. \ '` .'' rr JJ 10110/11 2014 UPDATE Miaml ndcProduclControt d ---- 114"MAX SHIM ��,. \KENS$ F`P ,. Raviaed W. We., RaNafon: NO ANCHORS - 1trf No.58705 SC 05!20135 TABLES REQUIRED IN , CONCRETE PER FLANGE ANCHOR - 457 Deecrrpllon: 0roen By: FRAME SILL •` r REQUIREMENT FiAt_ (�.: FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI Qfi 1070`ECHNOLOGY ORNE 7rfb: Oatt: S ��a�?� NP.O. .isOX 1{2745 SINGLE HUNG Wd. SINDOW INSTALLATION p fva, 05/11R1B VERTICAL SECTION B-B ALYNIJIBAtLL.R,P.E. SH 200 NTS 4 OF 8 MD-SH2O0-01 P.E.#68705 CERT. OF AU7H. j129266 INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE EDGE DISTANCE EDGE TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE -1 — 1W MAX SHIM DISTANCE EDGE DISTANCE PER SUBSTRATE,SEE 1/4'MAX SHIM TABLE 8,THIS SHEET J— TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 2X WOOD,SEE ,SEE NOTE 2,THIS SHEET 2X WOOD, DISTANCE PER SUBSTRATE, NOTE 2,THIS 2X WOOD, EMBEDMENT EIV BEDMENT SEE NOTE 2, SEE TABLE 8.THIS SHEET. 0 SHEET OPTION 5 THIS SHEET - CURVED 4 ANCHOR(SCREW) DISTANCE SEE NOTE 2. THIS SHEET 26 41 CURVED HEADER EDGE 2X WOOD, HORIZONTAL SECTION C-C INSTALLATION DISTANCE EDGE 27 0 ANC- THROUGH THE FIN ED EDGE 12 01 EMBEDMENT DISTANCE A 5�2�DISTANCE EMBEDMENT, I/4'MAX SHIM 6 TYP.ANCHOR TYPE. ------------ 1/4*MAX S IM 1 36 EMBEDMENTAND @) 1.465' EDGE DISTANCE 4 TYP.ANCHOR TYPE, ---- ---- PERSUBSTRATE, EMBEDMENT AND EDGE INSTALLATION SEE TABLE 0,THIS DISTANCE PER SUBSTRATE 24 OPTION 6 INSTALLATION II SHEET. II SEE TABLE 6,THIS SHEET. 36 INSTALLATION OPTION 5 32 CL, INSTALLATION ANCHOR VISIBLE (NAIL)THROUGH THE FIN LIGHT OPTION E INSTALLATION 43 EXTERIOR I HEIGHT 61 30 STRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIGHT WtDTH \D it /-n 29 INSTALLATION ANCHOR THROUGH THE FIN(SCREW)THROUGH THE FIN BUCKWIDTH EGRESS FORMULAS - (EQUAL-LITE) &41 MULLION SECTIONWIDTH;BUCK WIDTH-3' HEIGHT.BUCK HEIGHTQ-6-13116" EXTERIOR DADE APPROVED MULLION,MAY B VERTICAL OR HORIZONTAL.MAX. 2.751. Z3 INSTALLATION 1/4'SHIM,SEE SUBSTRATE VISIBLE LIGHT FORMULAS USE EITHER OPTION 7 PROPERTIES,TABLE 6 (EQUAL-LITE) BUCK LATCH(#29)OR INSTALLATION WIDTH(SASH):BUCK WIDTH-4-1116' HEIGHT 32 BOTTOM LOCK ANCHOR(SCREW) WIDTH(FIXED):BUCK WIDTH-3" THROUGH THE FIN 114"MAX.SHIM EXTERIOR 6 HEIGHT:(BUCK HEIGHT-5-1116")12 E 36 UNITLOCATION: FIN 6-51T FROM WITH FIN II I REMOVED 64 VENT END. #10 STEEL 7XI SELF-DRILLING TABLE 6: VISIBLE SMS(GS) LIGHT Min.Edge Mtn. HEIGHT 34 Anchor Substrate Distance Embedment Ili I 1i 2-112"x.113"Box Nail P.T.Southam Pine(SG-.55) I/Z1 2-7/16" EXTERIOR k&�- XTERIOR 6 2-1/2'x.131"Common Nail P.T.Southern Pine(SG 65) 9116, 2-7116" 43 2-1/Z'x.146'RooJIng Nail P.T.Southam Pine(SG-.65) 9116' 2-7/16" P.T.Southern Pine(SG-.65) Will" 11316" 2254" 3120 ALUMINUMISTEEL FRAMING OR STEEL Aluminum.6063-7M min. 3(8. Ila, STUD.SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(G6) Steel Stud,Gr.33 103 06 TABLE 0,THIS SHEET. I - - I PRODUCT REVISED NOTES A36 Steel w;miiplyfig with Lha Florida DuildhigCod. 114"MAXSHIM 11)USE ONLY SUBSTRATE I I*tWVIMUM OF 3 READS BEYOND THE METAL SI ISSTRATE Am-pt7 No APPROPRIATE ANCHORS LISTED EX nation to 6212o. ON TABLE 6 OF THIS SHEET. • R"Inod EV: Otife: Revision: TYP.ANCHOR TYPE, EMBEDMENT AND EDGE JJ 10/10/11 NO CHANGE By FOLLOW EMBEDMENT AND EDGE E DISTANCE LIMITS.ANY Rev(aad 8y: oato! Ravfdow DISTANCE PER SUBSTRATE NO DISTA P111TA E INSTALLATION OPTION SHOWN SEE TABLE 6,THIS SHEET No.56705SC 05120(15 NO CHANGE MAY BE USED ON ANY SIDE OF THE EDGE WINDOW, 7 DISTANCE 1: z a Description: INSTALLATION 2)2X WOOD FRAMING OR BUCK, -- Z' J ROSOWSKI OPTION 6 0% 1A��.11 FIN FRAME INSTALLATION DETAILS 17 1-1/2"THICK OR GREATER. INSTALLATION ANCHOR EMBEDMENT '4DFZjON LOGY DRIVE Rtle., oatw • 1070 TECHNO I .....*....... N.VENICE, FL 34275 (NAIL)THROUGH THE FIN 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT 9 SINGLE HUNG WINDOW INSTALLATION (ALSO REFERRED TO AS DAYLIGHT '/()NAL P.O. BOX 1529 105/11/11 OPENING)IS MEASURED FROM ""0 111100' NOKOMIS: FL 34274 &r(ap/Modol: scat.: R.Y., VERTICAL SECTION D-D BEADING TO BEADING. A,LYNN MILLER,P.E. CERT. OF AUTH. 129296 SH-200 NTS jSh058I:OF8 vMmwDfn`!-8140H- 200-W B P.E.4.98705 A .T T ZCOy .Za1 H O 9 °� Ya S DN T mA A xm 'y fe m m A �N T �^-1 m N v P 'f 3 m0, m mmr `3.3� - `�" � `' 3w = $' 'm '5, � - $ � �• 5 °-�, � nS w ' � � � ejS om m z° = oz° �m' ? oom2 �' F� � p � � N � � mep �aNm � ' � z �C L 0 y °S T •d d =0 n m Az Z Above MR N v BCbw• �D ° Abe MMR W m nN N N N BBIONMR m Z3 A W z CQC C T W W W N N w N N N N N N N N Above MR w O x Z T n V 'o D Z -4n O c Below MR N N N N N N w N N n N y = m 3 m x N N u w v N Above MR n m m n A 5 m v. m_ 3 N W ^' Below MR D m o o p � N N N w N N N w v N N N N Above MR ) ^� NO Z m ^' W ^' 9 MR m = 6 C N N W w N N N N N N N w Above MR 2 N N N N V W N N N N N Below MR o W W N N V W N w + N W + N W W W W A N Above MR 191 6 N N w N N A N N V N N N Below MR D { w N W N w W N N w N N Above MR 1 2 3 C Y : mELZN Bebe MR v m .N, N Above MRa D NN N Nw v N w N w N N N N NNBelau MR c a N W a N W w a N N Above MR m N W W W W a d N w d a N W a a N W a w W W N N W w N N w N N w N d w W W N + V N N N N w Belau MR D � W w + N Y N Above MR �' e N N N W N N W W N v N wNBell.MR y 3 n W I- w NIN N Above MR <7 3 T NN N � N N N N N�N 1.1N Below MR � w w a W a w a a w N Above MR o 1 r N N W N a u W N a a W W N P Y N a W N N V w N Belau MR > m JIw w w d w w + N N Above MR N A N N W u N A N N A w N N N Below MR m m;D W N w ... W W NIN N Above MR n N N N Below MR N N W w N N w w N W Y W N N W N N N u N N N W N N W N N w W a w W a a w W a o w w P w N w + d N w + a N w W a N 1.1-1- w a N Above MR V V N A w a W W N A w u N a N Below MR D w w a N w a N w N Above MR mooz�moo"T N N v w S mE>20 p W N N Below MR m O z-z+m°Op ANG1D v wIw N N w W N N Above MR w 0;am 0 >I `\ ���N�gOmOr l w N N N N N Below MR v T 1-1- N w P N Above MR W w w N + W w w a N Below MR > w W d a + N ov v Above MR 9 n / a v v N Belew MR m N Nw YN Nw N NN Above MR 9c Below MR wNN wv a N w Above MR ° N Naw ww + Wwv + Below MR w + aN W w N w w Above MRaac r Nw Y w N N N Belau MR Si N N Above MR a N N W N v N 8ek'.v MR 'O N G D N m mm N m ? C) O m =z> 0�0 i l =S D C) mN `° I US x 2 H ' ''' Revised 8y: Dote: Revison: Dram BY 3� [en r2,�a M7�� i� JJ 10/10/11 NO CHANGE J ROSOWSKI =.2; 0 Revixd By. Dote: Rwialon: SC 05/20/15 NO CHANGE 05/11/11 R o°P '. No.58705 s �' ANCHOR SPACING ;c C STATE OF !V` 1070 TECHNOLOGY OWE Title: . ' F�OR19N,.•' �_; N. PO.BOX 152929 FL SINGLE HUNG WINDOW INSTALLATION �'�,Q ''•--..- �j P.O. � I",`s/p]VAL .�� NOKOWS. FL 34274 S—/Mmw-* 'g s�yle: seeet: Drmdns No. Re B �(erN?VOXLEILP.E. OF AtJfH. 829296 SH-200 NTS 6 OF 8 MD-SH2O0-01 P EB 58705 CEKr. PRODUCT REVISED a complying Wilh the Fluids Boildisg Coda 8 accepwncc No 052 .22 ANGLED/CURVED ANGLED/CURVED Ys'mlmnDate 1c. a FRAME FRAME Br ASSEMBLY 90°CORNER ASSEMBLYME ads roductCmtr 90°CORNER ASSREMBLY FRAME U s Y m ASSEMBLY m O� 93 21 f 21 I Colo O tF.E �0Z NWEEP �. 1'WEEPOg_CH® NOTCH® WEACH END r EACH END w W2 6 U) pD :5 Z LL. _ = y0 MITERED FRAME 50 51 FLANU V 0 n 60 51 SHOWN,FIN WITH FRAME MITERED FRAME FRAME SIMILAR $$ .6 WELDS AT WITH FRAME_ 0 0 } O SCREW BOSSES WELDS AT Z Z Ij7 SCREW BOSSES m Z F- LU ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o U) 0 FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL_ o Q M o O w = N m� �w 0 fn Loz _ 1!2'NOM. 112'NOM. ' GLASS STACK GLASS STACK ,o m � 118ANNEALED OR _ 3116'ANNEALED OR — 1/4'AIRSPACE — 3116'AIRSPACE ® _ 1/4'ANNEALED OR _ 118'ANNEALED OR 3116'ANNEALED OR _ TEMPERED GLASS I' TEMPERED GLASS I_ TEMPERED GLASS I� TEMPERED GLASS 1/S'ANNEALED OR TEMPERED GLASS 118'ANNEALED OR ;;TA TEMPERED GLASS TEMPERED GLASS X FG 60 1 ISI 61 `i�! 62 �I 63 !i 4 64 Z� 41 42 43 I 43 3/8'NOM. jl �^ 31B'NOM. I jI 318'NOM. II 31W NOM. �I �I 318'NOM. I� II c�d_ o GLASS BITE j GLASS BITE III GLASS BITE !II GLASS SITE I I! GLASS BITE !1 Ij 38 'Z 36 36 36 36 33 32 7 7 7 7 7 `\\\111t1111111� �/ Q-:• -6'' a 1/8"GLAZING DETAIL 3_/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2" I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL = N • Y LL;p � GLASS TYPES A&B GLASS TYPES C 8 D GLASS TYPES E&F GLASS TYPES 0&I GLASS TYPES H&J L /�ljlll IlllLl\�. Item PGT PGT Part# Description # Dwg.# 1 2.000• 1 2703E 62703EW Flange Frame Head - 2 27518 82751BW Flange Frame SIII 2.000' .oso• � '062• 3 2781 62781W Flange Frame Jamb .082• .500• .062• 1.125• 4 2713 62713BW Integral Fin Frame Head 2.600 2'00° oso• 5 2714E 62714EW Integral Fin Frame Sill 050. 1 6 2782 62782W Integral Fin Frame Jamb .869• d-L oso• 1-1-500, oBz 7 2706 62706DW Sash Bottom Rail .osz• - osz• A 062' 880' 8 2707 02707CW Sash Top Rail '500 .050, ss2FLANNGEGE F 062 1 1 9 2739 62739W Fixed Meeting Rail O FLANGE FRAME HEAD r .050• LU062 —►I f+ 10 2709 62709CW Sash Side Rail 1 6083-TBAMINUM l FRAME SILL FLANGE FRAME JAMB INTEGRAL FIN FRAME HEAD 11 27408 742740AW Sash Bottom Lock 2 6G63-TO ALUMINUM 3 6063-T6 ALUMINUM 06083-T5 ALUMINUM 12 2785 62785W Sash Stop 13 134 66615 Addon Flange o 20 1226 61226DW Vinyl Bulb,Flex PVC 70 f- s7s Op 21 1662C 71662CW Head/Sill Gasket,Polyethelyne 2'056• --- 3.225' }r 22 1270 7PAD118 en Cell Foam Pad Oso• 1.125 -I .050• J I- 1'167 050' 23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC .aez• �C 24 4066 64066G Watp.,187 X.230 Fin Seal 2.000 082 l 7807 1.888 T 25 2784 72784W Sash Side Rall Gasket,Polyethelyne - s75 ,050•-� TT� 1.229" .050• I 26 1078 7121 UM Balance Take-out Clip 1 125• 975 50• } I .062• --n 13 ADDON FLANGE 27 Varies per Size Balance 1 .062' J Jl_ 6063-T6 ALUMINUM 28 2711 4280OW Sash Cam,Nylon 050 1 062• eo0 �- -►{ 826• 29 1096 71096W Sweep Latch,Zinc 2.056• .oso INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB 07 SASH BOTTOM RAIL SASH TOP RAIL 30 1016 7 1267N S X.g B ckh.FI.SMS Latch Screws 5 6063-TG ALUMINUM 6063-TBALUMINUMlJ 6063-T6ALUMINUM O 6063-T6 ALUMINUM 31 1267 71267N Salting Block 1/8"x 112"x 1",EPDM 32 6DURAK316 Duraseal-3/16" -►I •7t°62' 33 6DURAK14 Duraseal-1/4" T —r 34 Sash Bottom Lock Spring I 062• 1 35 Screen Cloth,Fiberglass 1.682• 1 187 865' 36 Dow Coming 899 Silicone Glazing Sealant .062• - .oso• 036 .826• 40 1625 616258 Glass Bead(1/8"Glass) 874' A 41 2719 627198 Glass Bead(3/16"Glass) I ---1826 Imo—1.010• .082• 1 H 1.167• --1 42 1263 61263B Glass Bead(1/4"Glass) O FIXED MEETING RAIL SASH SIDE RAIL SASH BOTTOM LOCK RAIL SASH STOP PRODUCT REVISED 43 1253 6VT48B Glass Bead(I.G.) 6063-T6 19 t1 12 ALUMINUM 6063-T6ALUMINUM 6063.76 ALUMINUM 6°63-T5 ALUMINUM as cmnplyingwilh the Florida Building Code 50 761 PQA #8 X 1"QUAD PIT SMS Accepinnce No 1 -C) 8.22 51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. 01111 1'11 Papiretian Date- 2ptG 52 1184 781 LHPQA #8-15 x 1 LH Twintast Screw Zinc `� �1�y LYNN�j �iiRarised By: Date: Revision: 4y 4�,• ��CENSF''•.FP ; JJ 10/10/11 NO CHANGE Miami ode Product Cmvd 53 1186 781LHPDX #8-15 x 1 LH Twinfast Screw Zinc(S.S.) �'; * R.N.ed By.- Dote: Rarr ron: 54 78XiPFTFUA #8 X1"Ph FI U/cut SMS _ N0.58705 = SC 05/20/15 NO CHANGE 55 78X1FPAX #8 X 1"Ph FI-Stainless Steel 60 1/8"Annealed or Tempered Glass ;-0 ® oe�rrptwn: Drawn By: ��rr • w_- BOM&PART DETAILS J ROSOWSKI 61 3/16"Annealed or Tempered Glass �O�•• �FrtTe P \�w 1070 TECHNOLOGY DRIVE Title: Dole: 82 1/4"Annealed or Tempered Glass ,�FS'/�LOR10• ��?; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 529 05/11/11 83 1/8"-1/4"Alr-1/8"An.or Temp.I.G. '�7;5 NA)t11 `� NOK MIS�FL134274 64 1/8"-3116"Air-3/18"An.Or Temp.I.G. A.LYNNIbII(LER,P.E. Serlea/NH- Sca10: Sheen Orawlnp No. Rer: P.E.p 56705 CERT. OF RUTH. y29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 B