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HomeMy WebLinkAboutProduct Approval 4fefecoM,LE 'DT�YG 1�YVLSI01�1 REVIEWED FOR COMP LANCE REVIE`;A'� M 19Y Alfl RECEPI D "T� PLXNFE T MUS BE SIP Ort 30B OR NO INSPECTION WILL BE MADE. M IAM P MIAMI-DADE COUNTY ROMA 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) ►vww.miamidnde.govkconomv 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 ` H`20.0"AlurriinuSingle:Bung Wrnd'a "a hNfT: 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 I 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 MIAMFDADE COUNTY t (5 Expiration Date, September 01,2016 7�3 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 underNOA No. 11-0614.01) 2. Drawing No. MD-SH200-01,titled"Single Hung Window Installation"sheets I 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 1. Test reports on: 1)Air Infiltration Test,per FBC,TA�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 tbtu 26,dated 03/28/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-0614.01) V 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 B1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS I Statement letter of conformance, complying with FBC-511 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 o 09/01/16. anue 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 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). - 53-1/8"TIP-TO-TIP WI52-1/8'BUCK WIDTH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52418'BUCK WIDTH 49118' 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY•USE ONLY MIAMI-DADE COUNTYAPPROVED MASONRY NO ANCHORS 40-118' '_�ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIRED W VISIBLE LIGHT 8. • MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.SEE TABLES 5&8,SHEET4&6. FLANGE r 3'MAX. DFRAME HEAD 1 4)MASONRY ANCHORS MAYBE USED INTO WOOD ASPER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN AC 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 35-12'DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X ANO 2X BUCKS g•MAX.FROM – ––––'–'–� –'l VISIBLE L.- 35-1/2' (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF 1 LIGHT VISIBLE AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD• MEETING 21' 7B' LIGHT RAIL / –MAX.OCTIP-TO 8'MAX.O.C.5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF TIP SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL 77,HEIGHT -- FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGfFLASHING -' –'-=-'- -- A C STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE BUCKOF THESE INSTRUCTIONS. HEIGHT77' 8'MAX.FROM _ BUCK 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERETHE PRODUCT IS NOT FLUSHTO THE CENTER OFHEIGHT 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' 1MAX.Q.D.7)DESIGN PRESSURES: 1 -----A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTME1300. } O B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE.FRAME B' J '–"�B NO ANCHORS REQUIRED 3•MAX. I ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL6'MAX.O.C. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 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-8479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR A WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. GUIDE TO SLEETS: 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 2&3 IMPACT RESISTANCE INSTALLATION.INTEGRAL FIN...S WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE ANCHOR QUANTITIES.................8 SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 8 3. GLAZING DETAILSLY...................7 CORNER ASSEMBLY...................7 EXTRUSION PROFILES................8 PARTS LIST...................................8 Imo– WIDTH –►{ I'F WIDTH –r{ -- I ----------_-:�–..- -'-'-"���-\---' PRODUCT RBVIBED as complying wlN WePlodde / Building Coda jrj'Q528.2b Pc'Mi lce No LLL /7 Reviead By: Date: Revfa n: P.x•mlio DN�li-- HEIGHT �� Ny LYNN�7j� �, 10/10/11 2010 FBC NOTE Dy HEIGHT — -_-- ��i�`��.•'�CENSG ''`F'P �� JJ Mime' ode P �. Rovlped 8y: Oola: Revlalon: No.50705 = SGC 05/20/15 5th ed. FBC REV aara / Deamip0on: __._____ _-__ _ _ — _ Q �S.:lw\ GENERAL NOTES&ELEVATION J RO SOWSKIo EOUALLRF PROVIEWIOmEL ARCHTOPPROVIEW/ORIEL H=USTOP EQUAL III E O 1070 TECHNOLOGY 275 716e: TA EOF '�'��.'• FLORID?:•'•,(J�`:\ N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 p'••••• ••• �r �� P.O. BOX 1529 /DNA\- Ilv� NOKOMIS,FL 34274 so alModel: Scale: Shoe/: Oronlnp No. ReB A./L11f1N MILLI_)a,P.E. CERT. OF AUTH. #29296 SH-200 NTS 1 OF 8 MD-SH2O0-01 P.E.M 58705 TABLE 1: TABLE 2: x Monolithic Glass Types PRODUCTRHVISED Maximum 9 Design Pressure(lbs/ft)for Glass Type A, Fin&Flange Frame 11 <ra I ,•vidr tho Florida Window Sash Height? A 1/8"Annealed edingC de Height' (see Figure A.this sheat) Maximum Window Width! All Ip"t'ONo •D9 0 B 116"Tempered 18-1/6" 26.112' 33" 37" 41" 45" 49" 53-118" ima n Dmo C 3/1 s"Annealed By 23" 11-9116"(Equal Cita) +55.0 -90.0 +55.0 -90,0 +65.0 -90.0 +65,0 -90.0 +5&0 f -90,0 +55.0 -90.0 +55.0 -90.0 +65.01 -90.0 D 3116"Tempered Miami adePcodun under 18.9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -75.2 +55.0 95,5 +55.0 -57.3 +50.2 -50,2 +44.8 -44.8 +39,9 39.9 E 1!4"Annealed 37' 18-9/16"(Equal Lite) +55.0 -90.0 +55.0 90.0 +55.0 -84.2 +55.0 -74.5 +55.0 96.5 +65.0 -61.0 +55.0 -57.7 +55.0 -55.0 F 1/4"Tempered over 18-9/16" +55.0 -90,0 +55,0 -80.0 +55.0 -76.2 +55.0 -65.5 +55.0 -57.3 +60.2 -50.2 +44.8 -44.8 +39.9 -39.9 r- under 15.718" +55.0 -90.0 +56.0 -87A +55.0 -73.4 +55.0 -818 +55.0 -56.8 +6U -50.0 +44.8 -44.8 +40.0 -40.0 TABLE 3: 16.718"thru 19-3/16"' +55.0 -90.0 +55.0 -90.0 +55.0 -78.7 +55.0 98.0 +55,0 -58.5 +51.1 -51.1 +45.9 45.9 +41.3 -41.3 �- 38.319' Insulated Glass Types O Q 19-114"(Equal Lite) +55.0 -90,0 +65.0 -90,0 +55.0 92.7 +55.0 -72.6 +55.0 93.5 +55,0 -57.9 +64.2 -54.2 +51.5 -51.6 O o over 19-1114" +$5,0 -90,0 +55.0 -87,1 +56.0 -73.4 +55.0 93.6 +65.0 -56.8 +50.0 -50.0 +44.8 -44.8 +40.0 -40.0 G t/$"Annealed,114"Airspace,1!$"Annealed Z N under 19-9/16" +55.0 -81.6 +65.0 -72.3 +b5.0 91,3 +5&0 55,3 +50.5 -50.5 +45.8 -46.8 +42,0 -42.0 +38.7 -38.7 H 3116"Annealed,3116"Airspace,1/6"Annealed � � � C7 19.9/16"thru 225/8"3 +55.0 90,0 +55.01 97.9 +55.0 74.0 +55.0 -64.3 +55.0 56.9 +50.1�I -50.1 +44.8 744.8 +40.0 -40.0 1 1/8"Tempered,1/4"Airspace,110"Tempered Q P d 45" � -�---- _7 22-9116"(Equal Lite) +55.0 90.0 +55.0 -90.0 +55.0 78.8 +65.0 91 8. +55,0 -58.5 +51,t 51.1 +46.0 -46.0 +41.4 -41.4 J 3/16"Tempered,3116"Airspace,1/$"Tempered W Lu over229t16 +55.0 -81.5 +55.0 -72.3 +56.0 91,3 +55.0 -55.3 +50.51 -50.5 +45,$ -45.8 +42,0 -42.0 +38.7 -38.7 Z (= 00 LL under 20.1/8° +55.0 -71.6 +55,0 -62,8 +5&0 -55.4 +50.3 -50.3 +45.91 145,9 +41.7 -41.7 +38.8 -38.8 +36.2 -36.20 Z s Z= „o 49" FIGURE A:SASH 20-1/8"thru 24-1/2"' +55.0 -90.0 +55.0 -82.5 +55.0 99.5 +55.0 91.6 +55.0 -55.4 +49.3 -49.3 +44.6 -44.0 +40.0 -40,0 UO U 3 $N B G 24.9116"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -76A +55.0 -66.5 +55.0 -57.6 +50.4 50.4 +46.0 -45.0 +40.1 -40.1 CROSS SECTION $d o d 0 '£ over 24-9118" +$5.0 -71.6 +55.0 62.6 +55.0 55.4 +60.3 r 60.3 +46.9 45.9 +41.1 41.7 +38.9 38.9 +36.21 (WITH MONOLITHIC Z Z W to 38,2 GLASS) ddb Cr. z under 20.13116" +56.0 -67.8 +55.0 -59.9 +53.3 -53.3 +48.5 -48,5 +44.1 -44.1 +40.2 -40.2 +37.6 -37.6 +34,8' -34.8 r Z 50 518" 20-13116"thru 24-11/16'a +55.0 -89.6 +65.01 -60,3 +65.0 -67.7 +55.0 90.6 +64,2 •54.2 +49,0 -49.0 +44.2 -44.2 +40.0 -40.0 Ii o O W 24-3/4"(Equal Lite) +55.0 -90.0 +55.0 -80.0 +55.0 -75.4 +55.0 55.7 +55.0 -57.4 +50.31 -50.3 +44.91 -44.9 +39.91 -39.9 N Z 0ver24.3t4" +55.0 97.8 +66.0 -59,9 +53.3 -53.3 +48.5 -48.5 +44.1 -44.1 +40.2 -40.2 +37.6 -37.8 +34.8 -34.8 It �r O a- W y under 24-15/16" +55,0 -56.0 +43.61 43.8 +41.9 •41.9 +39.1 -39.1 +36.0 -36.0 +32.6 -32.6 +30.0 -30.0 +27.8 -27.6 i 0 J + 24-15116"thru 30.5/8"3 +56.0 -75.0 +65.0 96.0 +55.0 57.4 +51.9 51.9 +47.4 -47.4 +43.2 -43.2 +39,8 -39.9 +37.3 -37.3 I SASH -o U U3 0 U) 61" _�_ _ VISIBLE LIGHT 30-9/16"(Equal Lite) +55.0 97.9 +55.0 -75.8 +55.0 96.6 +55.0 -59.7 +53.5 -53.5 +46,7 -48.7 +43.9 -43.9 +39,9 -39.9 HEIGHT '� HEIGHT t!7 N over 30.9116" +55,0 57.8 +65.0 59.9 +53.3 -53.3 +48.5 48.5 +� 114.1 +40.2 -40.2 +37.6! -37.6 +34.81 34.8 SASH HEIGHT-3.9116' II under 25-3/4" +54.7 -54.7 +41,2 -41,2 +40.3 -40.3 +37.0 37.8 +34.6 -34.6 +31.3 -31,3 +28,9 -28.9 +26.5 -26.5 63" 25 314"thru 31518"' +55.0 -72.0 +66.0 •63.2 +55.0 55.7 +50.5 -50.5 +46.1 -46.1 +41.9 -41.9 +39.0 -39.0 +36.3 -36.3 I N + 31-9116"{Equal Lite) +55.0 93.9 1+55.01, -71.7 +55.0 94.8 +55.0 58.2 +52,4 52.4 +47.9 47.9 +43.3 43.3 +39.7 -39.7 over-31-9/1W +55.4 67.$ +65,0 -59.9 +63.3 53.3 +48.5, -48.5 +44.1 -44,1 +40,2! .40.2 +37.6 37.6 +34.8 34.$ ! z�$• under 29-3/4" +53.3 -53.3 +39.7 i -39,7 +39.1 -39.1 +3877 -36.7 +33.4 -33.4 +30.3 -30.3 +28,0 -2B.0 +26,8 -25.8 o o aY 73" 29-314"thru 36.5/8"3 +55.0 91.0 +52.0 -52.0 +46.2 46,2 +44.0 -44.0 +40,1 -40.1 +37,0 •37.0 +34.1 -34.1 +31.4 -31.4 j{ oz z 36-8116`(Equal Lite) +55.0 -6&3 +55.0 -56.3 +52,1 52,1 +51.6 -51.5 +47.0 -47.0 +42.7 -42.7 +39.6 -39,6 +37.0 -37.0 over 36.9116" +65.0 -67,8 +65,0 56.3 +52.1 -52.1 +48.5 4&5 +44,1 44.1 +40.2 -40.2 +37.6 -37.6 +34,8 -34,8 under 31.314" +53.3 -53.3 +39.7, 59.7 +39.1 -39.1 +36.7 -36.7 +33.4 -33.4 +30.3 -30.3 +28.0 -28.0 +26.8 -25.8 tI 78" 31-3/4"thru 39"a +55.0 -58.3 +48.0 -46.0 +45.2 -05.2 +41.2 41.2 +37.9 -37.9 +34.8 -34.8 +31.7 -31.7 +29.6 -28.6 U3-3/V, I I3 I-r3r/rV.1,. 1�// 0 7.7 + a ^37.7 '39-1/18"{Equal Llte) +65.0 -62,6 +50.8 -50,8 +46.3 46.3 +45.2 -45.2 +44.2 -44.2 +40.3 +3 34.9 -34.9 p NOTES r i)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 118' Tip to t(p dimensions for flange windows shown.For 5n windows or buck dimensions,subtract 1". ANNEALED GLASS(TYPE A). x 0verall sash height.For clear daylight height,subtract 3.9/16". '�:w to a'•-ZE-3,y 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH -z.;ti m �,C c4 a -,•, Size range InCIUdeS the standard PnsVieW(3oveM12 COnflgUmtlOn)for the given Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE. =Y: o N t''•.'� •¢ For ovetalt sash width,subtract 2-15/16"from the buck dimension. i 0 TABLE 4: TABLE 2: PRODUcf REV166D Monolithic Glass Types ea cmnplyies,ruh the Florida Maximum Design Pressure(lbs/fe)for Glass Type B-J, Fin&Flange Frame Buirdn;90od, 22 Window Sash Height2 A 1/8"Annealed Acccprm,cc Ne Height'1 (see Figure A,this sheet) Maximum Window Width' uxpi,m'nn Dale B 1/8"Tempered 19-1/8" 26-1/2" 33" 37" 41" 46' 49" 53-1/8" C 3116"Annealed tiinmi adeProduNCm' 23" 11-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 90.0 +55.0 -90.0 +55.0 50.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 p 3118"Tempered under 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 -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 -80.0 +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 1/4"Tempered o%er16-9116" +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 km under 16 7/B" +55.0 -90.0 +55.0 -90.0 +56.0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 X1.8 +55.0 -75.0 +55.0 88.5 TABLE 3: 15-7/8"thru 119-31116" +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -80.0 +55.0 -87.9 +55.0 -78.6 +55.0 -71.? i 36 3 6" Inst••-: d Glass Types 0< 0 0 18-1/4"(Equal Lite) +55.0 -90.0. +55.0 -80.0 +55,0 90.0 +55.0 -80.0 +55.0 -80.0 +55.0 87.8 +55.0 -78.8 +55.0 -71.2 G 1/8"Annealed,1/4"Airspace,1/8"Annealed 1�O over 19-1/4" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -8B.5 +55.0 -81.8 +55.0 -75.0 +55.0 -68.5 X Z N H 3116"Annealed,3/1e"Alrspace,1/8"Annealed O_ 2 under 19-9116" +55.0 -90.0 +55.0 -80.0 +55.0 -80.0 +55.0 88.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 ;59.7 I 1/8"Tempered,1/4"Airspace,1/8"Tempered ~ € 19-9/16"thru 22-5/8"3 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -80.0 +55.0 89.1 +55.0 -78.5 +55.0 -70.0 +55.0 � 46' J 3/16"Tempered,3/16"Airspace,118"Tempered W W -/ 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 oter 22-9116" +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -86.5 +55.0 50.2 +55.0 -73.2 +55.0 88.3 +55.0 59.7 Q Q in W under 20-118" +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 52.8 +55.0 57.7 2 2 L O 2D-1/8"th,24_1/2,,3 +55.0 50.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 59.1 FIGURE A:SASH U U --� -3: M 49 CROSS SECTION O O ca 24-9/1e"(Equal Lite) +55.0 -80.0 +55.0 -90.0 +55.0 -80.0 +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 U) oter 24-9/18" +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 Z .4 Z under 20-13116" +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 57.3 +55.0 51.9 +55.0 -56.8 I ` LO 20-13116"thin 24-11/16"3 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.5 +55.0 -57.6 ill II N W Z 505J8" 24-3/4"(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 -84.5 +55.0 -57.8 I O a 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 -67.3 +55.0 -81.9 +55.0 56.6 III jl Z = .•N under24-15118" +55.0 87.9 +55.0 75.8 +55.0 -65.7 +55.0 -62.3 +55.0 -60.0 +55.0 -56.5 +53.2 -53.2 +49.6 -09.6 jl I� O J � II 1 SASH 24-15/16'thru 30-5/8'" +55.0 -87.9 +55.0 -75.8 +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 jl Ij HEIGHT W ' 81" HEIGHT 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 �I x over 30-8/16" +55.0 57.9 +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' III I � under 255/4" +55.0 -83.0 +55.0 -71.7 +55.0 52.0 +55.0 59.9 +55.0 -57.8 +54.5 54.5 +51.3 -51.3 +48.3 -08.3 N 25-3/4"thru 315/8"3 +55.0 -63.9 +55.0 -71.7 +55.0 59.4 +55.0 -69.4 +55.0 -69.4 +55.0 54.5 +55.0 -56.5 +50.2 -50.2 j� '*'N a 6s, 31-9118"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.0 -69.4 +55.0 -89.4 +55.0 -89.4 +55.0 -64.5 +55.0 -58.5 +50.2 -50.2 Ill II 0 I • o1er31-9118" +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 -58.5 +50.2 -50.2 Ali jld o under 29-3/4" +55.0 -68.3 +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 46.4 73" 29 314"thN 36_5/8"3 +55.0 88.3 +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 46,4 36-9116"(Equal Lite) +55,0 58.3 +55.0 -58.3 +52.11 -52.1 +51.5 -51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +48.4 -08.4 o1er38-9116" +55.0 88.3 +55.0 -50.3 +52.1 -52.1 +61.5 -51.5 +51.5 51.5 +51.5 -51.5 +51.5 -51.5 +48.4 48.4 \\``\�„IIIa3�rrr under 3l-314" +55.01 -82.5 +50.8 -50.8 +46.3 -46.3 +45.2 45.2 +45.0 -05.0 +45.0 -45.0 +45.0 -45.0 +45.0 -05.0 � is ........ 78" 31-3/4"thru 39"3 +55.0 52.5 +50.8 -50.8 +46.3 -06.3 +45,2 -05.2 +45.0 -05.0 +45.0 -05.0 +45.0 -05.0 +45.0 45.0 NOTES d 39-1/16"(Equal Lite) +55.0 52.5 +50.8 50.8 +46.3 -06.3 +45.2 -05.2 +45.0 45.0 +45.0 -05.0 +45.0 -05.0 +45.0 -05.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ <. o 0 P'. :�g 1 TYPES B-J.NOT APPLICABLE WITH 1/6'ANNEALED GLASS(TYPE A). _Z;h m os Q-7 1 Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR-'Y'••W VIN 4%Q z 0lerell sash helghl.For clear daylight height,subtract 3-8/16". ) - > j ° ul y HEIGHT DIMENSION SHOWN ON THE TABLE. y•.• 3 Size range Includes the standard Pro-View(3-omr--2 configuration)for the given Window Height. GO d For overall sash width,subtract 2-15/18"from the buck dimension. 'i,S!y' •••... p�`�� INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETEICMU PERANCHOR PERANCHOR TYP.ANCHOR OPTIONAL ADDON 13 EMBEDMENT REQUIREMENT REQUIREMENT TYPE INSTALLATION -FLANGE Q HEAD, 3 EMBEDMENT AND OPTION 1 SILL&.IAMBS 114'MA 41' 27 EDGE DISTANCE CURVED HEADER ' ----•-�._,_,__ - EDGE "• y- SHIM gj PER SUBSTRATE, INSTALLATION INTO WOOD �- - 12 i0 SEE TABLE S. 2X,SEE NOTE 2,THIS SHEET. �- ,J^�`,'.�`"'` DISTANCE ° — THIS SHEET. EMBEDMENT �— TYP.ANCHOR EMBEDMENT TYPE, •. 38 �t/4'MAX 114"� EMBEDMENT EDGE _ --r- AND EDGE - DISTANCE SHIM _ SHIM DISTANCE PER -- -_-- _ 24 3 TYP.ANCHOR TYPE, _ (I SUBSTRATE, _ - -_- -- EMBEDMENT AND II SEE TABLE 5, - 1.465' II EDGE DISTANCE I 1 - 32 PER SUBSTRATE, i THIS SHEET. 1 1 II !I INSTALLATION 43 64 EXTERIOR INSTALLATION SEE TABLE 5,THIS I It 36 SHEET. OPTION 1 INSTALLATION �r y OPTION 3 VISIBLESTRAIGHTHEADEft OPTION II VISIBLE LIGHT WIDTH `f INSTALLATION ANCHORS I LIGHT ,� 51 INSTALLATION ONTO INSTALLATION - BUCK WIDTH THROUGH IX BUCKSTRIP HEIGHT INTO MASONRY. I WOOD 2X.NO ANCHORS ANCHORS DIRECTLY --- TIP-TO-TIP WIDTH (I 30 REQUIRED AT HEADER, INTO MASONRY. II HORIZONTAL SECTION A-A 1/4°MAX.SHIM TABLE 5: EGRESS FORMULAS N12 STEELEQUAL-LITE} Anahor Min.Edge Min. 41 SELF-DRILLING - Anchar Substrate Embedment WIDTH:TIP-TO-TIPWIDTH-4" SMS(05),SEE- Group 2.751' 9 ;:�N TABLE 5,THIS A 114"410 SS CroleFl¢x Ungrmled CMU,(ASTM C-90) 1-314" 1.114" HEIGHT:TIP-TO-TIP WIDTHl2-6-5116" SHEET ---� P.T.Southern Pine(SG=.55) 9/16" 1.3/B" auGK L -- _ VISIBLE LIGHT FORMULAS EXTERIOR USE EITHER HEIGHT � LATCH(g 29)OR INSTALLATION S12 Steel SMS Atuminum,6063-T5 min. 31iT iJ8`" WIDTH(SASH):TIP-TO-TIP WIDTH-5.1/16" BOTTOM LOCK' OPTION 4 Screw(G5) Steel Stud,Gr.33 min. 3/B' 0.0346(20 Ge)' TIP-TO-TIP - -32 (#11).TESTED INSTALLATION [- 8 A36 Steel 3/6" 116'" WIDTH(FIXED):TtP-TO-TIP WIDTH-4' HEIGHT II UNIT 65 B�FROM ANCHORS P.T.Sou them Pine(SG=.55) 1" 1-316" HEIGHT:(71P-TO-TIP HEIGHT-7-I/1B")l2 VENT END. DIRECTLY INTO 1/4"410 SS CreteFlex Concrete(min,3.35 kel) 1" 1' it I 64 METAL. Ungmuted CMU.(ASTM G90) 1.314" 1-1/4' VISIBLE II 11 7 3 P.T.Southern Pine SG=.65 1° 1.316" LIGHT I� li 34DADE APPROVED MULLION, C 114"Steel U llrecon Concrete(min.2.9 ksl) 1" 1.316" HEIGHT L IA -�•''- �j I� ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrout¢d CMU,(ASTM C-90) 2-112' 1-1l4" II II - j1 STEEL STUD.SEE SUBSTRATE PROPERTtE5,TABLE 5,THIS SHEET, f-)�- •MIMIMUM OF 3 THREAD$BEYOND THE METAL SUBSTRATE. UVJ 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 SUCKS 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 1-112"THICK OR GREATER.1X AND 2X BUCKS PRODUCT REVISED SEE NOTE 2. (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOAD$TO THE STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE as complying with Iho Florida, THIS SHEET. -� ENGINEER OR ARCHITECT OF RECORD. Building Cado 15.05 Acceptor+ca No r(wW 3}VISIBLE LIGHT WIDTH OR HEIGHT(ALSO 5 L L t L L I L r Bx Imllon Date _"—--- REFERRED TO AS DAYLIGHT OPENING)IS �� \y� LYN d1/ f�/i 8°v'a°d 8y'' D°b' R+vtNam. MEASURED FROM BEADING TO BEADING. `���� • CENg'•<<F i� JJ By 1/4*MAX SHIM „ �-; '-•.`P 10/10/11 2014 UPDATE Miaml ade Praaael Canlyd r R+vis+d W. Dote: R+vldan: NO ANCHORS —` =�r No.567D5 •." SC 05/20/15 TABLE 5 REQUIRED IN , CONCRETE PER - FLANGE DescrIpffon: Diann By: FRAME SILL ° • ," REQUIREMENT Te D ® FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI • �%,©P'••, 1070 TECHNOLOGY DRIVE Title: Dobe 1 •,¢<oR�G?.•'a�``� N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 ,, S/ P.O. Bax 1529 VERTICAL SECTION B-B /r�hIAX_ 11��` NOKOMIS,* FL 34274 Sa rod/Modal: Saal+: ShnN: Drawing No. Ra; A.LYtiIV'tAILLEEi,P.E. CERT. OF RUTH. #29296 SH-200 NTS 4 OF 8 MD-SH200-01 B P.E.g be765 ` ~ c-� r- - �- z IQ Stn 0 S =O O yy m o A m 4 u m (n .o m y P. m r mW X xm �m m^ o �$'' m m c>m T M. m m _ — f -E 3 —r3S. T _ Q o N � o n � 3 MZ Om m H ` c a@ >e P ✓° m m m Z m m m n o m_ o a' m ��+ n u '� $. 9. S o, zi a m o, mN m O m �. w m m __ _ 4,1l 2 rt'i P•r1 a m ? �` m 2 N m N a o Fn 'w m D u p zQ = Q°z ;' �� a m =Z O tzo w m m = E m a C m m r m r Ar _ OBi -i O m = ` C O S N m G m p Z ZO m Z g, - a 5 i N .1 w Above MR a m D =y Z A v w ? g N Bebe MIR D Z m 5 n _ w N N N N Above MR W o DIo a To 3 f � a wIW N N aW F m O f o b m 3 N N N N N Below MR m m c, m 2 v v tp c o N N N N N N N N N N N N N N Above MR a L y Q p x C N N N N N N N N N Belau MR z c n Vomi j m m a m N N Above MR a n m m mN mw Below MR v O m D_ w N N w N N w w Above MR W o a P NO Z n' N N w N N N N N N w N N N Below MR m N = m W w N W N N Y N N N N N Above MR a m v F N N N N W w N N N Below MR N N u w w a N Above MR a 6wi. N N + W N N N N N w N N N Bel—MR D = N W N N W w N w wIW I w N I N W N N N Above MR a W m W N w Bet wMR 'o, w S NNN w u N N W + w N N w w N N u N N N w NNN wNN N 0 N Above MR a D N N N N N Belw MR ot a N W Abwe MR G m m w W W w W + a N W a a N w a a N w + + N W W a N w w Y N N w N W w + N Belau MR D m w N N w w N N + W w N a W W w N + W u N a w N N w u N N w N N wlw N -Above MR " c N N N Y N N N N u N Beta MR y 3 n N N w N N w NiN wIw NI NIN w N N N N Above MR G7 T N N to w N N N N N N BeleW MR n S m Above MR n 1 w N a Y N a w N N N Below MR D < N Above MR O a W N N + w N N J. N N N Below MR mp w N + w�W NIN N Above MR a yy w N W �j3 N N N N N N N Below MR N Above MR W N W a W W N A w w a W N a W N A w Below MR D =ya N w Above MR n _ 0g / w N Below MRmnD� nom w z.'9=:1 mA wIw w Y N w N N N Above MR O y�yw�zQf yr N N w N BelowMR = N Above MR g w w N a w N Below MR > w > a N w N w W N w W N w wN Above MR I / N Below w W a w + w N m a N Y w N > N w w N Above MR O / N w w w Y N N w u N w W N N Below MR v N w w N Above MR n a N a W a W w N a w a w N N Below MR / y w N Above MR a w N N w Y N N w w N N Belau MR 9 m Go w w Y W N W N N N N N Above MR a N w N N Below MR s m G D N mm Om pmt yc�i Z 2 C = 1 pO m ---------- r==— ---_ �Z m �1 roil I D N Q O m mD y R-iwd By. Date: Revmon: Drum �� %, JJ 10/10/11 NO CHANGE J ROSOWSKI L10ENSF '..(SP %i C RaviseG 8y. Dote: Revision: Dram Dote: ND.ss7os _ SC 05/20/15 NO CHANGE 05/11/11 p�p °;a ® DiesariPtion: E �n ANCHOR SPACING a w ^o STATE OF (V`� 1070 TECHNOLOGY DRIVE Title: . �- N.VENI FL 34275 SINGLE HUNG WINDOW INSTALLATION P.O. BOX 1529 NOKOws, FL 34274 5'eties/Yodeb Scola: srbet: DraWag No. Rev. I�.rHYHNIMLLE1,P.E. CERT.OF AM. ®29296 SH-200 NTS 6 OF 8 MD-SH2O0-01 P.EIt 58105 PRODUCT REVISED ns cumplying ailh the Florida Building Code 6 Accepl"nceN, 05 ,22 ANGLED/CURVED ANGLED/CURVED B mhonDate �(P FRAME FRAME BY ASSEMBLY 90°CORNER ASSEMBLYFME 90°CORNER ASSEMBLY FRAME U m ASSEMBLY O � 3 p .. o d 21 I 21 �� � � Z N Q OVWEEP _ N11W P OTCH® NOTCH® �,/ 6 50 51 "7 W i EACH ENO p EACH END I W W 0 J 3 \ ./ 2 5 Z Z LUL Z O 50 51 FLANGE FRAME V U O� 60 51 MITERED FRAME FRAM SIMFINILAR URi WITH FRAME MITERED FRAME O TH FRAME SCREW BOSSES WELDSAT WIWELDS AT Z Z J (n SCREW BOSSES Z F— U')r j? ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o z FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o Q Z W �Z C7 M 5 U) A L) _ 112'NOM. __ 112"NOM. GLASS STACKGLASS STACK 1/4"AIRSPACE — 3/'lI RSPACE ® s n _ 118'ANNEALED OR 3116'ANNEALED OR _ 118'ANNEALED OR 3/16'ANNEALED OR 1/4'ANNEALED OR w. TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS 1/8"ANNEALED OR TEMPERED GLASS 1/8'ANNEALED OR u�i epi TEMPERED GLASS TEMPERED GLASS 4'X 4e F I 60 III 61 I( 62 83 I 64 40 _ 1 41 42 11 43 I �I 43 II II d o 318'NOM. j� �� 318"NOM. IIII 318'NOM. II 318'NOM. �I II 318'NOM. II o i GLASS BITE �� GLASS BITE IIII GLASS BITE III GLASS BITE I II GLASS BITE 1 I p= 7 36 36 38 38 38 I 33 32 \\`Illlllrrr/j� to 1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL -__ y ��Y�� GLABS TYPESASB GLASS TYPES CBD GLASS TYPES EBF GLASS—TYPES G&I GLASS TYPES H&J ;��coz Item PGT PGT Part# Description # Dwg.# 2.000• 1 2703E 62703EW Flange Frame Head L� .-{ 2 2751B 62751 BW Flange Frame SIII I - 2.000•� I 236, ,050" � .062^ 3 2781 62781W Flange Frame Jamb •062 500 I ,062• 1.125' 4 1 2713 62713BW Integral Fin Frame Head y� 2.600 5 2714E 62714EW Integral Fin Frame Sill II 1 050• 2'00°" oso 6 2782 62782W Integral Fin Frame Jamb J�i- •669" :d 500^�- 062" J 7 2706 62706DW Sash Bottom Rail 1 oso � .062. .869' .062' .062' 6 2707 02707CW Sash Top Rail .-0. 062' .052" 1 9 2739 62739W Fixed Meeting Rail FLANGE FRAME HEAD f .050 .050• .062• 10 2769 62709CW Sash Side Rall 06063-T6ALUMINUM 2.056' 11 274U6 742740AW Sash Bottom Lock O FLANGE FRAME SILL O FLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD 6063-T6 ALUMINUM 6063-T6 ALUMINUM 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,Pal ethelyne 2.056" -- 3.225• 22 1270 7PAD118 Open Cell Foam Pad .050• -187" 1.125' � .050• J I .050' 23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC ,002 24 4066 6406613 Wstp.,187 X.230 Fin Seal 2 000 .____ 1 1.607' 062 1.698• T 25 2784 72784W Sash Side Rall Gasket,Polyethelyne 875. 050 -I 1 1,22°• oso• I 26 1678 7121 UM Balance Takeout Clip 1.125" 975 50• dT-0--, "n 13 ADDON FLANGE 1 .062' - -L 6063-T6ALUMINUM 27 Varies per Size Balance .050• 1 -�{ 0er 28 2711 42800W Sash Cam,Nylon --►I .s2s• � _^II � 29 1096 71096W Sweep Latch,Zinc 2.056" ,050 '800" 30 1016 7868W W #8 X.625 Ph.FI.SMS Latch ScrewsO INTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME JAMB 0 SASH BOTTOM RAIL O SASH TOP RAIL 31 1267 71267N Setting Block 1/&'x 1/2"x i",EPDM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 32 6DURAK316 Duraseal-3/16" --I I-- .062• 33 6DURAK14 Duraseal-1/4" 34 Sash Bottom Lock Spring 062^ - ess 35 Screen Cloth,Fiberglass 1.662' +,1er 36 Dow Coming 899 Silicone Glazing Sealant .062• .oso o3s 825 40 1625 616256 Glass Bead(1/8"Glass) e74• 41 2719 62719B Glass Bead(3/16"Glass) 1.010* -y 826" ff •082• 1.16r 42 1263 612638 Glass Bead(1/4"Glass) DME O FIXED MEETING RAIL /_ SASH SIDE RAIL O SASH BOTTOM LOCK RAIL O SASH STOP 43 1253 6VT48B Glass Bead(I.G.) 9 10 11 12 PRODUCT REVISED 6°63-T6 ALUMINUM 6063-T6 ALUMINUM 6083-T6 ALUMINUM 6063-TS ALUMINUM as com 1 m villi the Florida building Cod. 50 761 PQA #8 X 1"QUAD Pn SMS Acceptance No 51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. +l l III I r t B piralton Dale• /jptG 52 1184 781 LHPQA #8-15 x 1 LH Twinfest Screw Znc \� O�+y LYNN ryj// '//, Ravleed By: Date: ReNslon: Ity 53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Znc(S.S.) a��.• 11GENSF •!Fp '; JJ 10/10/11 NO CHANGE Mian,l ad.Fraaa.tlunlro9 • '.•* ReNaed Of. Data: Revlaton: 54 7ex1PFTFUA #8 x 1"Ph FI Li/cut SMS _ Na.58705 C 05/20/15 NO CHANGE 55 78XIFPAX iib X 1"Ph FI-Stainless Steel - ® paSC Drawn ey: >tr 60 1/8"Annealed or Tempered Glass = o . �_ BOM&PART DETAILS J ROSOWSKI 61 3/16"Annealed or Tempered Glass %P� .- rE�F' •` 62 114"Annealed or Tempered Glass %;�c' FcoR+oP• 1070 NmVENICE,OFFLLG3427fVE alta: Date: 83 1/e"-1/4"Air-1/8"An.or Temp,I.G. /'SS`s/ONAI NOK MIS'OFL1D4274 SINGLE HUNG f. WINDOW INSTALLATIQff: Shea: ON-InNa 05/11/11 64 1/8"-3/16"Air-3118"An.or Temp.I.G. A.LVPEa16(6ios aE. CERT. of AUTH. #29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 B