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HomeMy WebLinkAboutProduct Approval (2) JO -OC,3S ST UCi COUNTY BUILDING DIMION REVIEWED FOR CO. LIANCE , AE'V)F.NED BY DATE 07, PLANS AAE PERMIT RCST BE AP OIti.1013 OR NO INSPECTION WILL BE MADE. M IAM I•DADE MIAMI-DADE COUNTY EME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,vww.miamidade.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 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: one:DESCRIPTION: Series"SH 20,0??AAluminuffi_Single Hungincd_ew 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•DA®UNTY ` j 5 2016 � Expiration Date: September 01, �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. (Subodfled underNOA No.11-0614.01) 2. Drawing No. MD-SH200-01,titled"Single Hung Window Installation"sheets 1 through 8 of 8,dated 05111/11 with revision B dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS , I. Test -�st 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 I thi u 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-5th 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-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. L Afinueyk*ez,P.E. Product Contro)1.xamiaer NOA No.15-0528.22 Expiration Date: September 01,2016 Approval Date: August 062015 B-1 GENERAL NOTES:SERIES 200-NON-IMPACT SINGLE HUNG WINDOW Li 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). –► 63-118"TIP-TO-TIP WIDTH 52-1/8-BOCK WIDTH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8'BUCK WIDTH p"Sl"BLE"1,IG1j1T '3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY NO ANCHORS BLE LI ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED W VISIBLE LIGHT 8.A1AXMASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6,SHEET 4 6 5. FLANGE 3'MAX, ►DFRAME HEAD �T'4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN AC11-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 112' DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1412'THICK OR GREATER.IX AND 2X BUCKS 8•MAX.FROM – –––––•– '–"1 VISIBLE 35-1/2(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN �–CENTER OF LIGHT 1 VISIBLE AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING21' 78' I LIGHT MAX.OC.5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF RAIL I TIPTO 8'MAX.O.C. }L—+L TIP SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL 1 77�HEIGHT _ -- CFOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHINGSTRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK `OF THESE INSTRUCTIONS. JHEIGHT 1UC8'MAX.FROM ( _ BUCK 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THECENTER OF_-_ HEIGHT SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETINGSUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL 23'MAX.O.C.7)DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTME1300. } -�0B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 9' J –-�B NO ANCHORS REQUIRED 3•MAX. l ANALYSIS AND GLASS PER ASTM El 300. MAX• IN FLANGE FRAME SILLrr-- 6'MAX.O.C. B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS 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. (TESTED UNIT (TESTED 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-6479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAFBPA NDS FOR —A WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. GUIDE TO SHEETS: 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR 4001 SERIES(FIN FRAME). GENERAL NOTES........................1 ELEVATIONS................................1 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES............2&3 VARIES, NOT RATED FOR INSTALLATION,FLANGE.............4 SEE SHEETS 28 3 IMPACT RESISTANCE INSTALLATION,INTEGRAL FIN...5 CWINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE ANCHOR DETAILQUANTTIES.................7 SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. GLAZING DETAILSLY...................7 CORNER ASSEMBLY...................7 EXTRUSION PROFILES................8 WIDTH WIDTH PARTS LIST...................................8 Imo— -r{ �-- - _- - 44.44 ------y--`444'4-- PRODUCT REVISED mcomplyingwith Rue Fltldda Building coda Accaplmtce No Revised By: Dale: ted.FBC Ex'redo D¢le t LYNN�gj� i,�� 10/10/1BC NOTE Dy HEIGHT --- -- HEIGHT \�i�`Z`,.•1OENSC F'Q ' JJMitun' ddc l'roducl�t+al ��;• V Revlssd Ry: Dote: =—' k. No.5D7O5 SGC 05/20/1FBC REV Mvwn� Deacrlptbn: C GENERAL NOTVATION J ROSOWSKI TA COF 1070 TECHNOLOGY DRNE 7186: Rate:EQUALLtiF PROVIEW/ORIEL ARCHTOPPROVILW/ORIEL RAOIUSTOPEOUALLHE O G SINGLE HUNG INSTALLATION 05/11/11 FLORIOP••'• ��� N.VENICE, FL 34275/ P.O. BO% 1529o' NOKOMIS:FL 34274 Sedso/Model: eat: Dra.inp No. ReBA.10014MILIW.P.E. CERT. OF AUTH. #29296 SH-200 1 OF 8 MD- H200-01 P.E.N 68705 o TABLE 1: TABLE 2: z Monolithic Glass Types PRODUCT REVISED Maximum 2 Design Pressure(lbs/ft)for Glass Type A, Fin&Flange Frame as nnnplying will,thn Fhnids Window Sash Height A 1/8"Annealed Height' (see Figure A,this sheet) Maximum Window Width' a 1/8"Tempered Ac cpr{agneallo -09 19-1/8" 26-1/2' 33" 37" 41" 45" 49" 53-1/8" E plr i'nDatc C 3116"Annealed 23" 11-9/16"(Equal Lite) +55-OF-90.0 +55,0 30.0 +55.0 -90.0 +55.0 -9R0 +65.01 -90.0 +55.0 -90,0 +55,0 -90.0 +55.0 -90.4 D 3/16"Tempered M+tel adapr,,4. under 18-9!16" +55.01 -90.0 +55.4 -90.0 1+55.0 -76.2 +55.0 -65.5 +55.4 -57.3 +50.2 -50.2 +44.8 -44.8 +39.9 -39.9 E 114"Annealed 37' 18-9116"(Equal Lite) +55.0 -90.0 +55.0 30.0 +55.0 -84.2 +55.0 -74.5 +55.0 36.5 +55.0 -61.0 +55.0 -57.7 +55.0 -55.0 F 1/4"Tempered over 18-9/16" +55.0 -90.0 +55.0' -90.0 +55.0 -76,2 +55.0 -6516 +55.0 -57.3 +50.2 -50.2 +44.8 -44.8 +39.9 -39.9 r Y r under 15-7/91 +65.0 -90.0 +56.01 87.1 +55.0 73.4 +55.0 I 83.8 +55.0 -58.8 +54.0 -50.0 +44.8 144.8 +4p.0 110.0 (� e1- TABLE 3; 15.7/8"thru 19-3/16"3 +56.4 -90.0 +55.0 -90.0 +55.0 -78.7 +55.0 -68.0 +55.0 -58.5 +51.1 -51.1 +45.9 -46.9 +41.3 111.3 - .+`>' � 363/8 19.1/4"(Equal Lite) +55.0 -90,0 +55.0 -90.0 +55.0 -82.7 +55.0 -72.6 +55.0 -83.5 +55.0 -57.9 +64,2 -54.2 +51,5 -51.6 insulated Glass Types O oter 19.1/4" +55.0 -90.0 +55.0 -87,1 +55.0 -73,4 +65.0 -63.6 +55.0 -56.8 +50.0 -50.p +44.8 44.8 +40.0 40.0 G 1!8"Annealed,114"Airspace,1/8"Annealed e Z under 19.911W +55.0 -81.6 +55.0 -72.3 j+65.0 -61.3 +55.0 55.3 +50.5 -50.6 +45.8 -45.8 +42.0 42.0 +38.7 -38.7 H 3/16"Annealed,3/16"Airspace,1/6"Annealed 5 0 45 22-9118`(Equal Lite) +55.0 -90.0 +55.0' 90.p +55.0 78.8 +55.0 58.1 +65.p -SB.5 +51.1i�51.1 +48.0 114.8 +40.0 110.0 I 1/$"Tempered,IIA"Airspace,118"Tempered S d 8 19.9/16"thru 22-5/8"3 +56.0 -90.p +55.4 87,9 +55.0 74.0 +55.0 64.3 +55.0 58.9 +b0.1 50.1 +44.8 -48.0 +41.4 -41.4 J 3118"Tempered,3/16"Airspace,1/8"Tempered tl1 W over 22-9116' +65.0 -81.5 +55.0 -72.3 +65.0 •61.3 +55.0 55.3 +50.5 -50.5 +45.8 115.8 +42,0 112.0 +38.7 -38.7 Z I- c0 under 20-118" +55.0 -71.6 +55,0 -62.8 +55.0 55.4 +50.3 50.3 +45.9 45.9 +41.7 -41.7 +38.9 -38.9 +36.2 -36.2 Z u Z Z Q 49' 20.118"thru 24-1/2-1 +55.0 -90,0 +55.0 -82,5 +55.0 59.6 +55.0 51.8 +55.0 -56.4 +49.3 119.3 +44.6 -44.6 +40,0 -40.0 FIGURE A:SASH e V N 24-9/16"(Equal Lite) +55.0 -90.0 +56.o -90.0 +55.0 -76.4 +65.0 -66.5 +55.0 57.8 +50.4 50.4 +45.0 115.0 +40,1 40.1 CROSS SECTION (3 0 < (� (WITH MONOLITHIC Z Z oyer 24 9116" +55.0 -71.6 +55.0 .62.8 +65.0 -55.4 +50.3 50.3 +45.9 •45.9 +41,7 41.7 +38.9 -38.9 +38.21 -36.2 GLASS) Z F- under 20-13/16' - under20-13/18" +55.0 -67.8 +56.0 -59.9 +53.3 -53.3 +48.6 -48.5 +44.1 -44.1 +40.2 -40.2 +37,6 -37.6 +34,8 -34.8 , Z 20-13/16"thru 24-11/18"* +55.0 -89.6 +55.0 -80.3 +65.0 -67.7 +55.0 •60.6 +64.2 54.2 +49.0 -49.0 +44,2 -44.2 +40.0 140.0 II Ur 50-518" I O NW Z 24-3/4"(Equal Lite) +55,0 -90.0 +66.0 -90,0 +55.0 -75.4 +55.0 55,7 +55.0 -57.4 +50,3 -50.3 +44,9 1 -44.9 +39.9 -39.9 11 p 0: O oter24-3/4" +56.0 -87.0 +55.0 -59.9 +63.3 53.3 +48.5 48.5 +44,1 44.1 +40.2 -40.2 +37.6 37.8 +34,$ 34,8 ! .- O Z O under 2415116" +55.0 -66.0 +43.8 43.8 +41.9 141.9 +39.1 39.1 +36.0 -36.0 +32.6 32.6 +30,0 -30.0 +27.8 -27.6 I • 0 -j _ 24-15116"thru 3D-518"3 +55 -75 +56.0 -66,0 +55.0 7.4 +51.9 -51.9 +47.4 47.4 +43.2 3.2 +39,9 9.9 +37.3 -37.3 SASH U U) (9 U? 61" VI618LELIGHT 30-9/16"(Equal Lite) +55.0 -87.9 +55.0 -75.8 +$5.0 -66,6 +55.0 -59.7 +53.5 53.5 +48,7 48.7 +43.9 -43.9 +39.9 -39.9 HEIGHT 411 HEIGHT U) WC3 over30-9f16" +65.01 -67,8 +65.0 59.9 +53.3 53.3 +48,6 -48.5 +44.1 -44.1 +40,2 -40.2 +37.6! -37.6 +34.8 -34.8 SASHHEIGHT-3.9116' Ii under 25-314" +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 63" 25 3/4"thN 31-511"3 +55.0 -72.0 +65.0 •63.2 +55.0 55.7 +50.5 -50.5 +46.1 -46.1 +41,9 -41.9 +39.0 -39.0 +36.3 -38.3 31-9/16"(Equal Lhe) +55.0 -83.9 +55.0) -71.7 +55.0 -64.8 +55.0 58.2 +52,4 52.4 +47.9 -47.9 +43.3 F -43.3 +39,7 -39.7 11 0 x over31-9/16' +55.0 -67.8 +55.0 -59.9 +53.3 53.3 +48.6, -48.6 +44.1 114.1 +40,21 .40,2 +37.6 -37.6 +34.8 34.8 1 i $ under 29314" +53.3 53.3 +39.7 -39.7 +39.1 -39.1 +36,7 -36.7 +33.4 -33.4 +30.31 30.3 1+28.0 -28.0 +25.8 -25.8 I �0,a 1 d 73" 20-3/4"thru 36-5/6"° +55.0 -61.0 +52.0 52,0 +48.2 48.2 +44.0 •44A +40.1 -40.1 +37,0 37.0 1+34.1 34.1 +31.4 -31.4 j( o z Zz 36.9116"(Equal Lite) +55.0 .68.3 +55.0 56.3 +52.1 -52,1 +51.5 -61.5 +47.0 147.0 +42,7 42.7 +39.6 -39.8 +37.0 -37.0 over36-9116" +65.0 -67,8 +65.0 -56.3 +52.1 -62,1 +48.5 148.5 +44,1 44.1 +40,2 140.2 +37.6 -37.6 +34.8 -34.8 under 31-W I4' +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 +25.8 -25.8 76" 31-3/4"thru 39i3 +55.0 -58.3 +48.0 48.0 +45.2 -45,2 +41.2 41.2 +37,9 -37.9 +34.8 -34.8 +31.7 -31.7 +29.5 -29.6 `�yyy 39-1/16"(Equal Lite) +55.0 $2.5 +50.8 -60.8 +46.3 116.3 +45.2 X5.2 +4d,2 44.2 +40,3 40.3 +37.7 -37.7 +34.9 -34.9 N07E3 , >rc ��, r 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8' "TIP-to-tip dimensions for flangewindows.shown For fin windows or buck dimensions,subtract 1". ANNEALED GLASS(TYPE A). r p 2O%erall sash height.For clear daylight height,subtract 3-9116". 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH _ Size range includes the standard Pro-View(3-oter-2 configuration)for the ghen Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. =y Z o N 4l r g• For overa)t sash width,subtract 2-15716&'from the truck dimension. � �•, , TABLE 4: TABLE 2: PRODUCT REVISED 2 Monolithic Glass Types .s c,,,,,ptytng wuh the Pimida Maximum Sash HeightDesign Pressure(lbs/ft)for Glass Type B-J, Fin&Flange Frame 130di„g Cede 22 Window egA 1/8' Annealed Accepim,,e Nu Height' (see Figure A,this sheet) Maximum Window Width' B 1/8"Tempered Bxpi„a'en Date 19-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/8" C 3116"Annealed L1y- MiMi adc Product Cmt 23" 11-9/18"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 D 3116"Tempered under 16-9/16" +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 E 1/4"Annealed 3T' 18-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -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 o%er 18-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 54.3 +55.0 -78.0 +55.0 -72.9 Y to under 15-7/8" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -85.5 +55.0 -81.8 +55.0 -75.0 +55.0 58.5 TABLE 3: 38-3/8" 15.7/8"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 -78.8 +55.0 -71.2 Insulated Glass Types o 19-1/4"(Equal Lite) +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 -78.8 +55.0 -71.2 0 0 G 118"Annealed,1/4"Airspace,1/8"Annealed �O Z (V o%ar 19-114" +55.0 -90.0 +55.0 -90.0 +55.0 -90,0 +55.0 -90.0 +55.0 •88.5 +55.0 -81.6 +55.0 -76.0 +55.0 -68.5 H 3116"Annealed,3/18"Airspace,1/8"Annealed � � O under 19-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 08.5 +55.0 -80.2 +55.0 -73.2 +55.0 -613.3 +55.0 ,-59.7 3 I 1/8"Tempered,114"Airspace,1/8"Tempered g g 19-9/18"thru 22-510" +55.0 -90.0 +55.0 -00.0 +55.0 -90.0 +55.0 -80.0 +55.0 -89.1 +55.0 I -76.5 +55.0 -70.0 +55.0 $` 45" +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 g 3116"Tempered,3116"Airspace,1/8"Tempered W W -I 22-9/18"(Equal Lite) Ut Ur Q 00 o%er 22-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -86.5 +55.0 -60.2 +55.0 -73.2 +55.0 -06.3 +55.0 -59.7 ZQ U) LL under 20118" +55.0 -90,0 +55.0 -90.0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 $9.2 +55.0 52.8 +55.0 -57.7 = 2 z O 20-1/6"thru 24-1/2"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -64.8 +55.0 -74.2 +55.0 -65.9 +55.0 -59.1 FIGURE A:SASH U U ch 49 CROSS SECTION O O m 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 (WITH I.G.GLASS) Z Z W 0 o%er 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 -62.8 +55.0 57.7 of of zLO Z under 20-13116" +55.0 -00,0 +55.0 -90.0 +55.0 53.5 +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 -61.9 +55.0 -56.8 `- 505/8" 20"13116"thtu 24-11/16!'3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 54.5 +55.0 57.8 III I� N W Z 24-314"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0! -90.0 +55.0 -83.2 +55.0 -72,7 +55.0, •64.5 +55.0 57.8 - j! Ij a O in d X O li II 0 2 0 o er 24-3/4" +55.0 -90.0 +55.0 -90.0 +55.D -83.5 +55.0 -78.1 +55.0 -74.0 +55.0 57.3 +55.0 81.9 +55.0 -58.8 ll II Z N under 24-16116' +55.0 -87.9 +55.0 75.6 +55.0 55.7 +55.0 -62.3 +55.0 50.0 +55.0 56.5 +53.2 53.2 +49.6 -49.6 iji ij O -j � 61" 24-15/18"thru 30-518"3 +55.0 -87.9 +55.0 -75.6 +55.0' -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 55.5 +55.0 -57.5 +51.1 51.1 VISIBLE LIGHT Ij HEIGHT --3 0 ZSASH L HEIGHT 33 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 a 11 oeer30-9116" +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" iIj Ii under 255/4" +55.0 -83.9 +55.0 -71.7 +55.0 52.0 +55.0 59.9 +55.0 -57.6 +54.5 54.5 +51.3 -51.3 +48.3 -48.3 iIj j1 ® NrnN 63" 25-314"thru 31-5/6,'3 +55.0 -83.9 +55.0 -71.7 +55.0 59.4 +55.0 59.4 +55.0 •69.4 +55.0 54.5 +55.0 -56.5 +50.2 -50.2 III jl 'N12 N-e a° 31-9/16"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 59.4 +55.0 59.4 +55.0 59.4 +55.0 -64.5 +55.0 56.5 +50.2 -50.2 Ij �I 0 I I � owr 31-9116" +55.0 -83.9 +55.0 -71.7 +55.0! 59.4 +55.0 59.4 +55.0 -69.4 +55.0 -64.5 +55.01 -56.5 +50.2 -50.2 lj jl 'Ui o o under 29-3/4" +55.0 58.3 +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 0+a'� 73" 29-314"thru 36-51F- +55.0 88.3 +55.0 -58.3 +52.1 -52,1 +51.5 -51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +48.4 46.4 38-8116"(Equal Lite) +55.0 -8.3 +55.0 -58.3 +52.1 I -521 +51.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +46.4 48.4 o%or36-9116" +55.0 SB.3 +55.0 -58.3 +52.1 521 +61.5 -51.5 +51.6 51.5 +51.5 -51.5 +51.5 -51.5 +46.4 -48.4 under3l-314" +55.0, -82.5 +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 -05.0 \� is N/�'•; 78" 31-3/4"thfU 39"3 +55.0 52.5 +50.8 50.8 +48.3 -00.3 +45.2 45.2 +45.0 -05.0 +45.0 -05.0 +45.0 -05.0 +45.0 -05.0 NOTES �,e,.•' �' uj n 39-1/16"(Equal Lite) +55.0 52.5 +50.8 50.8 +46.3 -46.3 +45.2 45.2 +45.0 -45.0 +45.0 45.0 +45.01, 45.0 +45.0 -05.0 1)USE THIS TABLE FORALL WINDOWS THATARE GLAZED WITH GLASS _ _ O =d 1 TYPES B-J.NOT APPLICABLE WITH 1/e"ANNEALED GLASS(TYPE A). _ ;y er•� Ckt- a0 7 2 Tip-to-tip dimensions for Bangs windows shown.For fin windows or buck dimensions,subtract 1". 2 FOR SIZES NOT SHOWN,POUND UP TO THE NEXT AVAILABLE WIDTH OR �'••W T Vl 4' -¢ul OLerell sash height.For clear daylight height,subtract 3-9/113". ) - . HEIGHT DIMENSION SHOWN ON THE TABLE. Z °' 3 Size range Includes the standard Pro-View(3-o%er-2 configuration)for the given Window Height. rG�••, .•'��� d For overall sash width,subtract 2.15116"from the buck dimension. i S! Q4: ''rrrlrlllt``� INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE/CMU CONCRETEICMU PER ANCHOR PER ANCHOR 13 OPTIONALADDON EMBEDMENT — ,,_1 •- TYP.ANCHOR INSTALLATION — FLANGE 0 HEAD• I REQUIREMENT REQUIREMENT TYPE OPTION i SILL JAMBS }T 3 EMBEDMENTAND CURVED HEADER _ _ I 1/4'MAX 41 27 EDGE DISTANCE , INSTALLATION INTO WOOD _ - SHIM PER SUBSTRATE 61_- EDGE 12 10 SEE TABLE S. 2X,SEE NOTE 2,THIS SHEET. DISTANCE ° THIS SHEET. `l-- EMBEDMENT TYP.ANCHOR 3B EMBEDMENT T,PE. 114"MAX 1/4"j EMBEDMENT ,+ EDGE SHIM _ MAXAND EDGE - ------� — DISTANCE \`1 TYP.ANCHOR TYPE, I SHIM DISTANCE PER —_ ---4_ 24 + -J EMBEOMENTAND Ii SUBSTRATE. _ •. 1 SEE TABLE 5, 1 A65" II EDGE DISTANCE II 1 32 1 PER SUBSTRATE, THIS SHEET. 43 EXTERIOR INSTALLATION SEE TABLE S,THIS II INSTALLATION @) SHEET. OPTION 9 INSTALLATION OPTION 1� VISIBLE 11 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS I STRAIGHT HEADER OPTION 2 " LIGHTI� 61 INSTALLATION ONTO INSTALLATION — BUCK WIDTH THROUGH 1X BUCKSTRIP HEIGHT 1� WOOD 2X,NO ANCHORS ANCHORS DIRECTLY --- TIP-TO-TIP WIDTH -- INTO MASONRY. 30 20 REQUIRED AT HEADER. INTO MASONRY. SI HORIZONTAL SECTION A-A �) 1/4'MAX.SHIM TABLE 5: EGRESS FORMULAS 812 STEEL '"- —� I Anchor Min.Edge Min. (EQUAL-LITE} 41 SELF-DRILLING Anchor Substrate Distance Embedment WIDTH:TIP-TO-TIPWIDTH-4' SMS(05),SEE- Group 2.761, 0 TABLE 5,THIS A 114"410 SS CrateFlex Ungrouted CMU,(ASTM C-BO) 1.374' 1.1/4' HEIGHT:TIP-TO-TIP WIDTH/2-65116" BUCK SHEET P.T.Southern Pine(SG=.65) g716" 1.37a" VISIBLE LIGHT FORMULAS EXTERIOR USE EITHER HEIGHT X12 Steel SMS Aluminum,6083-T5 min. 31B" 1f61' LATCH(u 29)OR INSTALLATION (EQUAL-LITE) BOTTOM LOCK' OPTION 4 Screw(G5) Steel Stud,Gr.33 min. 3!B' 0.0346(20 Go)' WIDTH(SASH):TIP-TO-TIP WIDTH TIP-TO-TIP - 32 (#Il).TESTED INSTALLATION [-- B A36 Steel 3/8" 1/8"` WIDTH(FIXED).TIP-TOTIPWIDTH-4' HEIGHT II UNIT LOCATION: ANCHORS P.T.Southam Plne(SG=.65) 1' 1.3/8" HEIGHT:(TIP-TO-TIP HEIGHT-7.1/16y2 5.515'FROM DIRECTLY INTO VENT END1/4"410 SS GreleFlox Concrete(min.3.35 ksl) 1" 1' 64 , METAL Ungrouted CMU,(ASTM C-90) 1-314' i-114' v1SIBLE 1 I 7 3 P.T.Southern Pine(SG-.65 1° 1-3/9" LIGHT 1 HEIGHT 11 11 34 DADE APPROVED MULLION. C 1/4'Steel LAtracon Concrete(min.2.8 ksl) 1" 1-3/6" �I it ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C-90) 2-112' 1-114" ii STEEL STUD.SEE SUBSTRATE •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. PROPERTIES,TABLE 5,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 FSHOWN 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 1.1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, BUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SUCKS DEPICTED AS 2X ARE 1-V2"THICK OR GREATER.1X 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 as complying with tho Florida, rimming Oodo THIS SHEET. _ _-_.---• j ENGINEER OR ARCHITECT OF RECORD. Acceptan-No _L 3 VISIBLE LIGHT WIDTH OR HEIGHT ALSO t 1 I 1 I I I r! Px iratton Date - ---11r--- REFERRED TO AS DAYLIGHT OPENING IS ��1 Q 1� t-YNAI d7 77i Rarised By. Oat: Rsvivion: ~ � MEASURED FROM BEADING TO BEADING. `�,���>:t',10ENSic' F��i JJ 10/10/11 2014 UPDATE tOvliaml ndc praeact Conual 1/4'MAX SHIM •• d YC ( .•�, � Ravloed�; Data: Ravlaton: NO ANCHORS • No..:0705 SC 05/20/15 TABLE 5 REQUIRED 1N CONCRETE PER - FLANGE Description: Drown By: FRAME SILL s ,+ REQUIREMENT ,-.�'•• rtu_ ® FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI TEO .'�W4/ • + + +• •. FCOR%DI' � 1 N.VENICE, FL 34275 TECHNOLOGY DRIVE True: Dot: VERTICAL SECTION B-B �J'�S1�P1A1 ��al. NOKO. OFL134274 SINGLE HUNG WINDOWINSTALLATION No. 05/11811 A.LYlrIJItAILt6 P.E. CERT, OF RUTH. (f2B286 SH-200 NTS 4 OF 8 MD-SH2O0-01 B P.E.p 50705 45 � O� ti 3 N C O 1 sn i -i xOT T z C �z m a 4 •Ia7 N R m O o'-f`+ m N N -n m0 m � G)N •n m-a �m� w m -E 3 SN 11000 02 ZZ F p N Z ^-A 2 a±—w a9 } Op �D aQHO w a Va m Szz05- Nsmm 9 m wm O O O m m Above MR w A Z a �I'C9 b m ci { N N N N N N N N N'» N N N v N N N N N N N N Below MR Y Above MR a_w t7;D mx a m m O=�0 w N N w w NN N N N U N N Below MRm O m NN NN N NN bm`w N N Above MR a C p m N N N N N N N N N N N N N N w U N N N N N 9 p9 Z xN » N N Beiaw MR � Gm9 S ,m a x u N N w W } N N W w N u W N w N N N w N N Above MR O C7 m •m c B N } N a � � N N N N W N N wN N N N N N N N N N Bel(M'MR Y -y m w N N N p _ ` N V w W N N N N U N w N N N w N N N W N N N Above MR a yQ O D A N N U N N W N N N V N N N N W N N N w N N N N N N N Beksw MR @ w N w W N N W W N N N W N N N W N N Above MR a m b N N N N N N N N N N N N w N N N w N N N N N N N N N BCleWMR C1 N w w a N w N N W w N N Above MR O N N w N » N w W N U } w + W N N A W N N + w N N wN N N N N Below MR 'b f N N D N w u N N w W N w w N w W w W } N W I W w N N N W N N w N Above MR a n 0 N N N N N N W w N N W w N N w N N N Be}ew MR 9 ? W O w N N N N NV NN N N N u N N w w N N N N N N Above MR CbwNNNWNNN w N N N N N tl u N . N W N N N u N N N N N N N N N Bel" r � 4• w w a N W N w a A N N Above MR a W N N w U N A W w N } W w N N W G N N W N N Below MR 'O w N D Q W w N U w u N w N W w d N w W a N W N W w N N W N A.bwe MR 'n G N N N W N N N W W N N w W N W U N A w N N w N N N Bebw MR C Y 3p p, N V W N N W N N w W N N w N N W W N N W N N W W V N N N N Above MR j T W W N N � ! N N N N N `\ NN W u N N N NN N N N N1 N N N Below MR n tlo m \ W W a W W a a N A + N W A } N W } d v a N w W N Above MR ' iw N N w w N N P W W N + W w u + u 4f N A w w N a W w N a W N N w W N N Be}Ow MR D W u W W W W a N w W A N W a a w V A N W W + N w w a v N w w N N W N Ab"MR + w W W u NN a W N N a W N N w N N N W N N N Below MR v m mA W N N W W N W W W W{W W N w'W V N U N w N N W N�N W N Above MR a --�-( i N N N N N N W W w . N w u W N N N u N N N Bebe MR v a w W V }W a N w N W w a N u a ove N AbMR W A W W d a tT W W a O N } 8 } N W W W W N W w w N A w w w d w w N h u w N d w w N a » } u N BlowMR W w } w w w a N w a } N w W a N w } N w w A U w + w V » w W N Above MR S' + 2mma "mD2T w w w S0Gnp O t74 � W U N W w N N A w a W u w N N A w N N w N N w w N N W N N Below MR m W �y?m O Q "�N(,}Y N u w N N W W N w N W w I W N N W V W N N w W N N W V N N W N Above MR W b mOpz- "Mj m \\ € N fA O p�l p r l N N N W N N N W w N U N W N N W Belovr MR V T S u N N w N N Above MR O + w W a w w w } a w w + N w a A N a N W d g W w W W N } W } W w w N A W N N a N N B60wMR b D W d A N w N W w d . w a N W v W W N W W W N u w N Abma MR �Jll W N N W w W N u N N N W } w N N w N N a W N U w N N W u N N Below MR m ' W u W w W } N W a N W W a N N W w N N w W N N G W W . N u Above MR W j a ' G N N W W N N W W N N V W N N N N N N N W N N N N N N N BBFWJ MR b rfl m w w a W w w + N c. W a N w N Above MR I C7 a I ti: w w N A w W N A w w N a w W W a w W N A w N N } W N N } W N N N BeWw MR 1 w a W w A N w A N w W } N w w N u } N w w W w w w N w aAb�" Below MR w N N W w N N V N N N w N N N w N N N N N W w u u N w w a N N N N W } N w W N N w w N N W w N N W N N b uC—i WZ m© Above MR Below MR jANT n > E 1 �z> Np I iM N �S Revised Bi' We, Revision: Doren By. o m n^ •c JJ 10/10/11 NO CHANGE J ROSOWSKI afl a ` 4Cti; 4lCENSF ;FP Revised BY Date. Revfebrr: Omen Date: -• a��C SC 05/20/15 NO CHANGE 05/11/11 o^ No.56705 a 05/11/11Fit$ ANCHOR SPACING o c Z, a C STATE OF :• (4 1070 TECHNOLOGY DRNE True: ��`'-"•.FLORiOP..- '� N.VENICE, FL as27s SINGLE HUNG WINDOW INSTALLATION P.O. BOX 1529 NOKOMIS:FL-34274Series/11ode1; �; SAeeb Orv.niq Ro, Rer. '6�N LIZ".NIMN.L= P.E. CERT, OF AUTH. X29296 SH-200 NTS 1 6 OF g 1 MD-SH2O0-01 S P.E-#59705 M PRODUCT REVISED a cumplying rvilh Wo Flmlda Building Code 6 Arceplunce No 1 05 .ZZ ANGLED/CURVED ANGLED/CURVED lx'ml+onDate �G y� FRAME FRAME tB9,},n; adc roduaContr ASSEMBLY 90*CORNER ASSEMBLY ME 90'CORNER ASSREMBLY FRAME (3� g Y m ASSEMBLY 6 21 ( 21 I • ° 0 a Z 04 k J 1'W EEP 1'WE 50 51 O g(n ENOTCH @ACH E D I \\\ NOTCHY / Q q b EACH END LII LL Q 0 U3 2 5 z Q U) LL z z0 SHOWN 51 SHOWN, MITERED FRAME 50 51 FI ,FIN L) V C7 b0 N WITH FRAME MITER?FRAME FRAMESIMILAR WELDS AT WI _ 0 0 } SCREW BOSSES WELDS AT z Z J cl (n SCREW BOSSES m z S F- - z ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o (D FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o .. - Q o mv,0 C7 v=i � moA� 112NOM. 1/2'NOM. GLASS STACK GLASS STACK 1/41AIRSPACE 3/16'AIRSPCE if8'ANNEALED OR ~_ 3116'ANNEALED OR _ tl4'ANNEALED OR __ 118'ANNEALED OR 3116'ANNEALED OR _ o N O1�'+ N TEMPERED GLASS I TEMPERED GLASS r TEMPERED GLASS I TEMPERED GLASS 116'ANNEALED OR TEMPERED GLASS 118'ANNEALED OR TEMPERED GLASS TEMPERED GLASS �I I 60 III - 61 I� 62 'Il II zax 40 —11 1 41 II 42 III 43 ' �I 63 43 1� li 64 O9 6 318'NOM. jl �^ 318'NOM." IIII 318'NOM. 'll 318'NOM. LI II 318'NOM. I 11 0 o. GLASS BITE II GLASS SITE IIII GLASS BITE III GLASS SITE I II GLASS BITE II II 38 Z 36 38 � 36 � 38 � 33 32 \11lutlrr/+�� Q- hw b'•. 5,-"4 .� _. n 1 w•, O 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. __:W N ei Y •O y g� GLASS TYPES A&B GLASS TYPES C B D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J y i zy o a co L4 Item PGT PGT Part# Desariptlon # Dwg.# 2.°00• 1 2703E 62703EW Flange Frame Head 2.0°0 2 27518 62751 BW Flange Frame SIII � � _.050 j - 962" .238' 3 2781 62781W Flange Frame Jamb •002' .500• .082• 1.125- 4 2713 62713BW Integral Fin Frame Head 2.600" 5 2714E 62714EW Integral Fin Frame Sill 1 -T 050• 2'000 1 .050• 6 2782 62782W Integral Fin Frame Jamb Ju- 669 __ sou^�- .062• J 7 2706 62706DW Sash Bottom Rail A .050• .062• .869• 062' 062' 8 2707 02707CW Sash Top Rail .500 0 062. .062' 1 9 2739 62739W Fixed Meeting Rail FLANGE FRAME HEAD �_ .050• 062• -�� 10 2709 62709CiW Sash Side Rail 06083-T6 ALUMINUM 2.056' FLANGE FRAME SILL FLANGE FRAME JAMB INTEGRAL FIN FRAME HEAD 11 27408 742740AW Sash Bottom Lock 2 6063-T6 ALUMINUM 0 6063-T6 ALUMINUM 0 6063-T5 ALUMINUM 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb,Flex PVC 70 21 1662C 71662CW Head/Sill Gasket,Polyethelyne 2.056• --- 3.225' I► •070 -I 22 1270 7PAD718 Open Cell Foam Pad 050 1.187" .{ 1.125` +� .050' � I ,050' 23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC •oss' 24 4066 64066G Wstp.,187 X.230 Fin Seal _ 1.007' 1.698• 2.00°' - .082' 25 2784 72784W Sash Side Rall Gasket,Polyethelyne ,g7g• 050 'I 1.229• .050• 1 26 1078 7121 UM Balance Take-out Clip 1.125• 97fi050' I .062' ----__n 13 ADDON FLANGE .062' 6063-T6 ALUMINUM 27 Varies per Size Balance 082• 28 2711 4280OW Sash Cam,Nylon 1r- • eoo 1+- 926' 29 1096 71096W Sweep Latch,Zinc 2.056' - .050' INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB SASH BOTTOM RAIL SASH TOP RAIL 30 1216 7 1267N S X.g B ck FI.SMS Latch Screws 5 6063•T6 ALUMINUM 08063.76 ALUMINUM O6(�-"S KW MINUM 06063-T6 ALUMINUM 31 1267 71267N Setting Block 1/&.'x 1/2"x 1",EPDM 32 6DURAK316 Duraseal-3/16"' -►I1-- .062- 33 6DURAK14 Duraseal-1/4" 34 Sash Bottom Lock Spring oez° - 865' -t 35 Screen Cloth,Fiberglass 1.582• 1,187' 36 Dow Coming 899 Silicone Glazing Sealant osz - oso L.j3- .826' 40 1625 616258 Glass Bead(1/8"Glass) 874' A 41 2719 62719B Glass Bead(3/16"Glass) B26 Fes- ,082• 1 1 1.15r -� 42 1263 612638 Glass Bead 1/4"Glass DME ( ) O FIXED MEETING RAIL 10 SASH SIDE RAIL 11 SASH BOTTOM LOCK RAIL 12 SASH STOP PRODUCTREVISED 43 1253 6VT48B Glass Bead(I.G.) 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM a Complying wills lite Florida Building Code 50 781 PQA #8 X 1"QUAD Pn SMS Accep(nnce N*C-- 64 .22 51 781 PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. I I I I I"� Fa plr0lian DalG 52 1184 781LHPQA #8-15 x 1 LH Twinfast Screw Zlnc \���`O�LV LYNN yjyze�ii�' Ravlsed By: Dote: Revielon; riy 53 1186 781 LHPQX #8-15 x i LH Twinfast Screw ZJnc(S.S.) ,•'�1GENSt ;F� JJ 10/10/11 NOCHANGE Miand odo P� Rvteed W. Dote: Relelon: 78X1PFTFUA #8x10 Ph FI u/cut SMS Z N0.66705 = SC 05/20/15 NO CHANGE 55 78XIFPAX #8 X V Ph FI-Stainless Steel - - ® Desulpllon: Drawn By: 60 1/8"Annealed or Tempered GlassO�•�} 61 3/16"Annealed or Tempered Glass ?E I �; BOM&PART DETAILS J ROSOWSKI 62 1/4"Annealed or Tempered Glass i r(( FLORIOP•',(jam 1070 N.VENICE,OFFLLG3427 NE n0e: 05 ',,S,S� ,�` P.D. Box 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11 83 1/6 1/4"Alr-1/8"An.or Temp,I.G. �, ONA�1 NOKOMIS;FL 34274 64 1/6"-3/16"Air-3118"An.or Temp.I.G. A.LYNfJttJl(I I R,P.E. Sariea/MH- Scale: Sheet: Dre rfng No. Rer. P.E.n 58705 CERT. OF AUTH. #29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 B