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HomeMy WebLinkAboutProduct Approval (3) . M!M' �E P-7� 'D OCT,O 9 2017 - ® NIIAMI DADS COUNTX CONTROL SECTION DEPARTMENT OF REGELL ECONO OMCES(RER) PROD 8a w 26 Street,Room 08 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeeov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). 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 AHI(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 200"Aluminum Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.NID-SH2O0-01,titled"Single Hung Window Installation" sheets I through 8 of 8,dated 05/11/11,with revision C dated 04/22/16,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 a4d there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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 and renews NOA#15-0528.22 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.16-0505.02 MIIAMFDADE COunmr Expiration Date: September 01,2021 Approval Date: June 16,2016 p6c��' 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.MD-SH2O0-01,titled"Single Hung Window Installation"sheets 1 through 8 of 8,dated 05/11/11,with revision C dated 04/22/16,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-51h Edition(2014),dated 05/22/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0528.22) 2. Glazing complies with ASTM E1300-09 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 2,2016,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. .G. OTHERS 1. Notice of Acceptance No. 15-0528.22.,issued to PGT Industries,Inc.for their Series "SH-200"Aluminum Single Hung Window-N.I., approved on 08/06/15 and expiring on 09/01/16. Manuel ez,P.E. Product Contr Exa finer NOA No. 6- 5.02 Expiration Date: September 01,2021 Approval Date: June 16,2016 E-1 RAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA JG CODE,INCLUDING HE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53.118^TIP-TO-TIP WIDTH 52-118'BUCK WIDTH ITERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-118"BUCK WIDTH ' MASONRY APPLICATIONS INMIAMI-DADE COUNTY,USE ONLY MWNO ANCHORS 481/8•MI-DARE COUNTY MASONRY REQUIRED IN VISIBLE LIGHT VISIBLE BLE LIGHT iRS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE FLANGE 9•MAX. IRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&B,SHEET 4&5. B 3"MAX.FRAME HEAD I•�— --D DNRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A HICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED T1 rr I C 'LYTOSUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.1W HICK OR GREATER 1X AND 2X BUCKS W MAX,FROM L• T y 35-W USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO HE STRUCTURE.WOOD BUCK DESIGN CENTER OF _1 VISIBLE _ 35-12" STALLATIONISHERESPONSIBILITY OFHEENGINEER ORARCHITECT OFRECORD. MEETING 21• LIGHT VISIBLE RAIL 7z — MAX.O.C. 76" / � LIGHT IOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF TIP-TO 6'MAX.O.C. :IENT LENGTH AS SPECIFIED ON TABLE 5&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL TIP :ORNERS OF HE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING _ _ n,HEIGHT °GY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK TSE INSTRUCTIONS. 8'MAX.FROM / HEIGHT B7r UCK 1S ARE REQUIRED AT EACH ANCHOR LOCATION WHEREHE PRODUCT IS NOT FLUSH TO HE CENTER OF / 1LLHEIGHT RATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING J_ /z/3ENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAL / 23' GN PRESSURES: I I MAX,O.C. 1 ATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM 1 ITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME N I 9' —•-�B ANCHORS REQUIRED SIS AND GLASS PER ASTM E1300. MAX. N FLANGE FRAME SILL W Mme• 6"MAMA X.O.C. ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST HE WINOLOADS CORRESPONDING TO 'QUIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP.FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION OTHAT COME8INTO CONTACT WITH OTHER DISSIMILAR H SIMILAR MATERIALS SHALL MEET E REQUIREMENTS (TESTED UNIT) (TESTED UNIT) E FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ?RENCES:TEST REPORTS FTL-6479;ELCO ULTRACON NOA;ELCO CRETEFL.EX NOA:ANSUAF&PA NDS FOR CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR G GUIDE TO SHEETS: 3RIES(FIN FRAME). DESIGN PRESSURE RATING IMPACT RATIN VARIES. NOT RATED FOR GENERAL NOTES...... ................1 ELEVATIONS..................................1 SEE SHEETS 2&3 IMPACT RESISTANCE DESIGN PRESSURES............ &3 INSTALLATION,FLANGE.............4 STANDARDS USED: INSTALLATION,INTEGRAL FIN...5 IDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE •2014 FLORIDA BUILDING CODE(FBC),5H EDITION ANCHOR QUANTITIES.................6 IPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. -ASTM E1300-09 GLAZING DETAILS.......................7 •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY...................7 *ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES................8 WIDTH WIDTH —►{ •ASIS100-07/S2-2010 PARTS LIST........................_......_.8 PRODUCT REVISED A e ptffl e with - Flao mida Buildia80Ddo 1F,65o5.0 A 'Tw Dues Q ;ti• a`t ij LY I ,511 /i Revised OaM: Revialon: � CC // ADDED IG SPACERS, NO O ,....;...., F / EIGHT HEIGHT A`i`,.•tO,E6,SF '•,'� R 04/22/16 ��RRECTED SASH HEIGHTS BY Miam'Dade Prod- / / Y'r• Revised By: Date: Revision: : �.. ® Description: //town BY: ".•� S ET b I J GENERAL NOTES&ELEVATION J ROSOWSKI EOUALLRE PROVIEW/OMEL ARCHMPPROVIEW10RIEL RADNSTOPEWALUM �r'�� •� 1070 TECHNOLOGY DRIVE Tile: ' ';: '•` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 ' Sa�Q P.O. BOX 1529 '•';r r,r,'4 I t\t NOKOMS,FL 34274 ��p; SoDle: Sheet Ormin9 No. Rev. A LYNN T:111F72,P.E CERT. of AUTH. #29296 SH-200 NTS 171OF 8 MD-SH2O0-01 C P.EJ158705 TABLE 2: Monolithic.um Design Pressure(Ibsllt2)for Glass Type A. Fin&Flange Frame MonoGlass Types PRODUCrRsvrSED DW Sash Height2 A 1/8°Annealed 10 amplYhgwithdid Fkd& >tr (see I"A,this sheet) Maximum Window Wklthl B 1/8"Temperod A��16-05�5�og 19.1/8° 26.1/2' 33' 37' 41' 45• 49' 53.18' 0 3116°Annealed ' Delo ! 112116°(Equal Lite) +55.0 50.0 +55.0 20.0 +55.0 -90.0 +55.0 50.0 +55.0 50.0 +55.0 -90.0 +55.0 50,0 +55.0 -90.0 D 3118°Tempered M; ,,Di per under 183116' +55.0 50.0 +55.0 50.0 +55.0 -75.2 +55.0 55.5 +55.0 -57.3 +50.2 50.2 +44.8 24.8 +39.9 29.9 E 114°Annealed 183116"(Equal Lite) +55.0 50.0 +55.0 20.0 +55.0 842 +55.0 74.b +55.0 28.5 +55.0 21.0 +55.0 57.7 +55.0 55.0. F 1/4"Tempered over 189116' +55,0 20.0 +55,0 50.0 +55.0 -75.2 +55.0 65.5 +55.0 57.3 +502 50.2 +44.8 44.8 +39.8 29.9 under 15.78• +55.0 -90.0 +55.0 27.1 +55.0 •73.4 +55.0 -63.8 +55.0 50.8 +50.0 20.0 +44.8 44.8 +40.0 -40.0 Y U 15.7/8•thru 19.3118.3 +55.0 50.0 +55.0 -90.0 +55.Q 78.7 +55.0 28.0 +55.0 -58.5 +51.1 51.1 +45.9 45.9 +41.3 41.3 TABLE a 9• 19.114•(Equal Lite) +65.0 20.0 +55.0 20.0 +55.0 482.7 +55.0 -72.6 +55.0 23.5 +55.0 57.8 +54.2 542 +51.5 51.5 insulated Glass Types 0 over 19.1/4° +55.0 50.0 +55.0 .87.1 +55,0 -73.4 +55.0 53.8 +55.0 .56.8 +50.0 50.0 +44.8 44.8 +40.0 -40.0 G 118"Annealed,1/4"Airspace,118"Annealed Z under 1"16' +55.0 .81.5 +55.0 -723 +55.0 -61.3 +55.0 55.3 +50.5 50.5 +45.8 45.8 +42.0 -4ZO +38.7 38.7 H 3116"Annealed,3118"Almpace,118"Annealed _O 18 9116•thN 22-112.3 +55.0 50.0 +55.0 -87.8 +55.0 74.0 +55.0 54.3 +55.0 58.8 +50.1 50.1 +44.8 44.8 +40,0 -40.0 " h 1 1/8"Tempered,1/4 Airspace,18'Tempered 225/161(Equal Lite) +55.0 20.0 +55.0 50.0 +55.0 78.8 +55.0 -68.1- +55.0 -58.5 +51.1 51.1 +46.0 -48.0 +41.4 41A J 3118"Tempered,3116"Ahepaee,1/8'Tempered cwr223V18' +55.0 -81,5 +55.0 723 +55.0 51.3 +55.0 55.3 +60.5 50.5 +45.8 45.6 +42.0 42.0 +38,7 38.7 Go under 2D-1/8' +55.0 71.6 +55.0 -82.8 +55.0 -55.4 +50.3 50.3 +45.9 .45.9 +41.7 .41.7 +38.9 38.9 +38.2 36.2 �,E Z U. 0 20.118•thrU 241/2,3 +55.0 20.0 +55.0 -82.5 +55.0 59.5 +55.0 -81.6 +55.0 -WA +49.3 -49.3 +44.6 44.6 +40.0 40.0 FIGURE A SASH �A � O 243110'(Equal 11te) +55.0 20.0 +55.0 50.0 +55.0 -76.4 +55.0 58.5 +55.0 57.8 +60,4 50.4 +45.0 45,0 +40.1 40.1 N CROSS SECTION Q O own 245/18" +55.0 -71.8 +55.0 82.8 +55.0 55.4 +50.3 50.3 +45.9 -45.9 +41.7 51.7 +38.8 38.8 +38.2 38.2 (WITH MONOLITHIC under 2013116° +55,0 87.8 +55.0 59.8 +53.3 53.3 +48.5 -48.6 +44.1 44.1 +40,2 40.2 +37.8 37.8 +34.8 34.8 GLASS) = Z Z 6• 20.13/16'thru 255/18°3 +55.0 29.8 +55.0 -80.3 +55.0 57.7 +55.0 20.6 +64.2 54.2 +49.0 49.0 +44.2 44.2 +40.0 -40.0 I CO 25-W(Equal Ute) +55.0 50.0 +55.0 200 +55.0 -75.4 +55.0 25.7 +55.0 -57.4 +50.3 50.3 +44,9 44.9 +39.9 39.9 I� N w Z over25-VOI +55.0 27.8 +55.0 -59.9 +63.3 53.3 +48,5 48.5 +44.1 -44.1 +40,2 40.2 +37.6 37.6 +34.8 34.8 I a o under 24.1511W +55.0 58.0 +43.8 43.8 +41.9 41.9 +39.1 39.1 +36.0 46.0 +32.8 326 +30.0 30.0 +27.6 -27.6 1 Z W LV 34.15116•thru 30-112'3 +55.0 -75.0 +55.0 26.0 +55.0 57.4 +51.9 51.9 +47.4 47.4 +43.2 43.2 +39.9 39.9 +37.3 37.3 2 J I_ 30.9/16'(Equal Lite) +55.0 •87.9 +55.0 -75.8 +55.0 -66.6 +55.0 59.7 +53.5 53.5 +48.7 48.7 +43.9 43.9 +39.9 39.8 VISIBLE HEIGHT LIGHT II HEIGHT W Z U over30-91181 +55.0 -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 Ij o � under 253/4" +64.7 54.7 1+41.2 41.2 +40.3 40.3 +37.8 37.8 +34.6 34.6 +31.3 31.3 +28.9 -28.9 +26.6 28.5 SASH HEIGHT-3 9/16' li 25314•thrU 31_112,3 +55.0 -72.0 1+55.0 23.2 +55.0 55.7 +50.6 50.5 +46.1 48.1 +41.9 41.8 +39.0 39.0 +36.3 38.3 • Ile 312116"(Equal Ute) +55.0 53.8 1+55.0 -71.7 +55.0 -64.6 +55.0 58.2 +52.4 52.4 +47.9 47.9 +43.3 43.3 +39.7 39.7 j� �+RX : over315/16' +55.0 57.8 +55.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.8 37.6 +34.8 34.8 ,fix under 29.3/4' +53.3 53.3 +38.7 39.7 +39.1 39.1 +36.7 38.7 +33.4 33A +30.3 30.3 +28.0 -28.0 +25.8 -25.8 29314•thrU 38.1/2"3 +55.0 .61.0 +52.0 -MO +48.2 48.2 +44.0 44.0 +40.1 40.1 +37.0 37.0 +34.1 -34.1 +31.4 31.4 0 38,9118'(Equal Lite) +55.0 -88.3 +55.0 -58.3 +52.1 52.1 +51.5 51.5 +47.0 47.0 +42.7 42.7 +39.6 39.6 +37.0 37.0 o's i over 36.9/16• +55.0r.67.8 +55.0 58.3 +52.1 521 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.6 37.6 +34.8 34.8 under 31314" +53,3 .7 39.7 +39,1 39 +30.7 36.7 +33.4 33.4 +30.3 303 +280 -28.0 +25.8 25,831-W thN 39"3 +65.0 .0 48.0 +45.2 -4 2 +41.2 412 +37.8 37.9 +34,11 34,8 +31.7 31.7 +29.b 29.5391/18'(Equal Lite) +65,0 .8 50.8 +40.3 48.3 +45.2 45.2 +44.2 44.2 +40.3 40.3 +37.7 37.7 +34.8 34.8 NOTES �-Up dimensions for flange vdndows shown.Fortin Windows or tuck dimensions,subtract 11. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/5' r,-o,537 ,; di sash height.For clear daylight height,subtract 33118 ANNEALED GLASS(TYPE A). - range Includes the standard Pn>.Vlew(3.01er-2 configuration)Ibr the glven Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH :• '•• s 16 U ' nail sash Width,subtmct 2-15116'ttom the buck dimension. OR HEIGHT DIMENSION SHOWN ON THE TABLE. ••'J,r`'•. FAT F \•'1L`� ,`A: P. HEIGHT-SASH HEIGHT CAN NOT.EXCEED 53•. P.E.p 68705 �. TABLE 2: 2 Monolithic Glass Types � � tum Design Pressure(lbafi )for Glass Type B-J, Fin&Flange Frame W Cvwpgingw;mamFtarlee Sash Height' A 1/8"Annealed BuildingCode low (see Figure A,this sheet) Maximum Window Width' A=pp M 1 - 02 B lie"Tempered eeptmrion Date 10-1/8" 28-12" 33" 3T' 41" 45" 49" 53-1 C 3116"Annealed 11-9116"(Equal Ule) +55.0 40.0 +55.0 -90.0 +55.0 -90.0 +55.0 -0 �redpA +55.0 -90.0 +55.0 -90.0 +55.0 430.0 +55.0 -90.0 D 318"Tem By blimni aProduct under 18-9/16" +55.0 430,0 +55,0 .90.0 +55.0 430,0 +55.0 430.0 +55.0 430.0 +55.0 484.3 1+55.0 1 78.0 +55.0 72.9 E 1/4"Annealed 188116"(Equal Ute) +55.0 430.0 +55.0 430.0 +55.0 -00,0 +55.0 430.0 +55.0 -90.0 +55.0 -90.0 +55.0 -81.1 +55.0 73.4 F 114"Tempered over 18.0/16" +55.0 430.0 +65.0 -90.0 +55.0 430.0 +55.0 430.0 +55.0 -90.0 +55.0 54.3 +55.0 78.0 +55.0 72.9 U order 15.7/8" +55,0 480.0 +55.0 -90.0 +55.0 50.0 +55.0 -9D.0 +55.0 488.5 +55.0 51.8 +55.0 75.0 +65.0 •88.5 Y `- an fir 15-716"thru 193/16"3 +55.0 •80.0 +55.0 -90.0 +55.0 430.0 +55.0 -90.0 +55.0 -90.0 +55.0 57.9 +55.0 78.8 +55.0 71.2 TABLE 3: 19.114"(Equal Ute) +55.0 -80.0 +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +55.0 57.9 +55.0 78.8 +55.0 71.2 Insulated Glass Types o C over 19-114" +55.0 -90.0 +65,0 -90.0 +55.0 50.0 +55.0 430.0 +55.0 58.5 +55.0 51.8 +55.0 75.0 +55.0 438.5 G 118"Annealed,1/4"Airspace,1/a"Annealed O C under 199/10" +55.0 -90.0 +55.0 430.0 +55,0 430.0 +55.0 -W.5 +55.0 50.2 +55.0 -73.2 +55.0 438.3 +55,0 •69.7 H 3/16"Annealed,3116"Almpace,l/6"Annealed O _ 19.8116"thru 22-12"s +55.0 -90.0 +55.0 430.0 +55.0 430.0 +55.0 430.0 +55.0 59.1 +55.0 78.5 +55.0 -70.0 +55,0 433.0 1 1/8"Tempered,114"Airspace,1/8"Tempered ~ " 22.9116"(Equal Lite) +55.0 •80.0 +55.0 430.0 +55.0 430.0 +55.0 430.0 +55.0 439.3 +55.0 -78.5 +55.0 -70.0 +65.0 53.0 J 3/16"Tempered,3116"Airspace,1/8"Tempered w over22-9/16" +55.0 •00.0 +55.0 50.0 +55.0 -90,0 +55.0 55.5 +55,0 480.2 +55.0 -73.2 +55.0 4W.3 +55.0 59.7 H 00 LL under20-1/6" +55.0 -90.0 +65.0 430.0 +55.0 -08.0 +65,0 51.8 +55.0 75,7 +55,0 439.2 +550 -82,8 +Sb,O 51.7 �� 0 20.1/8"thru 24-12"3 +55.0 430.0 +55.0 430.0 +55.0 40.0 +55.0 430.0 +55.0 54.8 +55.0 74.2 +55.0 -85,9 +55.0 59.1 OM " FIGURE A SASH $ DO „ 24-9/16"(Equal Ute) +55.0 -GO-0 +65.0 -90.0 +55.0 -90.0 +55,0 430.0 +55.0 -84.8 +55.0 -74.2 +55.0 435.9 +55.0 •69.1 CROSS SECTION m O owr 24-9/16" +55.0 430.0 +55.0 430.0 +55.0 58.0 +55,0 -81.8 +55,0 75.7 +55,0 469.2 +55.0 AM +55.0 -57.7 (WITH I.G.GLASS) � Z under 2D-13/16" +55.0 -90.0 +65.0 -90.0 +55.0 53.5 +55.0 79.1 +55.0 74.0 +55.0 437.3 +55.0 431.9 +55.0 56.8 N Z la" 20-13116"thru 256/16"3 +55.0 -90.0 +55.0 430.0 +55.0 480.0 +55.0 -90.0 +55.0 483.2 +55.0 72.7 +55.0 -64.5 +55.0 57.8 ++ to 253/8"(Equal Ute) +55.0 .00.0 +55.0 -80.0 +55.0 -00.0 +55.0 -90.0 +55.0 53.2 +55.0 72.7 +55.0 54.5 +55,0 57.8 1 i1 N ix ? o over 25318" +55.0 -90.0 +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 JII o d = o under 2446/16" +55.0 •87.9 +65.0 75.6 +56.01435.7 +55.0 -82.3 +55.0 4f,0 +55.0 486.5 +53.2 53.2 +49.8 49.8 i �I �+ C? J 2 34-15116"thru 30.12"3 +55.0 57.9 +55.0 75.8 +55.0 -74.1 +55,0 -74.1 +55,0 -74.1 +55.0 55.5 +55.0 •67.5 +51.1 51.1 SASH L O 30-9118"(Equal Ute) +55.0 57.9 +55,0 75.8 +55.0 -74.1 +55.0 74.1 +55.0 -74.1 +55.0 435.5 +55.0 67.5 +51.1 51.1 SHE HEIGHT I I HEIGHT '� a y oxer 30.9/16" +55.0 57.9 +65,0 -76.6 +55,0 74.1 +55.0 -74.1 +55.0 74.0 +55,0 435.5 +55.0 57.5 +51.1 51.1 1 under 253/4" +55.0 53.9 +65.0 71.7 +55.0 432.0 +55.0 59.8 +55.0 57.8 +54.5 54.5 +51.3 -51.3 +48.3 48.3 SASH HEIGHT-3-9/16' I 25314"thru 314/2"3 +55.0 53.9 +55.0 -71.7 +55.0 439.4 +55.0 439.4 +55.0 59.4 +55.0 54.5 +55.0 -56.5 +50,2 50.2 1 " 31-9/16"(Equal Lite) +55.0 -63.9 +55.0 -71.7 +55.0 59.4 +55.0 439.4 +55.0 439.4 +55.0 •84.5 +55.0 -58.5 +50.2 50.2 I o o%er31-9/16" +65,0 53,9 +55,0 71.7 +55.0 •69.4 +55.0 439.4 +55.0 4-9.4 +65.0 •64.5 +55.0 -66.5 +50,2 50.2 Ra" under 29314" +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 1 W5 1 o 9 o " 293/4"thru 36.12"s +55.0 -88.3 +55.0 -68.3 +52,1 52.1 +51.5 51.5 +51.5 51.5 +51.6 51.6 +51.5 51.5 +46.4 -08.4 S 2E a 388/18"(Equal Ute) +55.0 438.3 +55.0 58.3 +52.1 52.1 +51.5 51.5 +51.5 5t.5 +51.5 51.5 +51,5 51.5 +48.4 46.4 over38-9/16" +55.0 58.3 +65.0 56.3 +52.1 52.1 +51.6 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46,4 48.4 n' I under 313/4" +55.0 -82.5 +50.8 50.8 +46.31 48.3 +45.2 45.2 +45,0 •45.0 +45.0 X5.0 +45.0 -45.0 +45,0 45.0 ,:•�rq •.:... �F^,��. 31.3/4"thru 39•'3 +55.0 -82.5 +60.8 50.8 +46.3 46.3 +45.2 45.2 +45.0 46.0 +45.0 45.0 +45.0 45.0 +45.0 .45.0 39.1/16"(Equal Lite) +55.0 •62.5 +50.8 50.8 +48.3 -46.3 45.01 115.0 NOTES c�:' M), )-tip dimensions for flange windows shun.For fin windows or tuck dimensions,subtract V. 1)USE THIS TABLE FOR ALL WINDOWSTHAT ARE GLAZED WITH GLASS all sash height.For clear daylight heighteabll�t3-9116". TYPES B-J.NOT APPLICABLE WITH 116-ANNEALED GLASS(TYPEA). Y C� range includes the standard PnaVleW(3•over•2 Configuration)for the glen Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR '.;!n'•. S.AT. _V erall sash Width subtract 2-15/16"from the buck dimension. HEIGHT DIMENSION SHOWN ON THE TABLE. 1 �� '•.,rr ORIpP,,;'C'• ;.is •.......S: .�C 1 % A.LYNN t+lt ,P£ V HEIGHT-SASH HEIGHT CAN NOT EXCEED 67. P.E.i!58705 ALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETE/CMU PERANCHOR PERANCHOR TYP,ANCHOR OP71ONALADDON 13 EMBEDMENT REQUIREMENT REQUIREMENT TALLATION FLANGE @ HEAD, O 3 TYPE. SILL&JAMBS EMBEDMENT AND OPTION 1 1/4'MAX 41 P7 EDGE DISTANCE LVED HEADER EDGE SHIM 61 10 Z PER SUBSTRATE, 12ATION INTO WOOD DISTANCE '' SEE TABLE 5, TOTE 2,THIS SHEET. THIS SHEET. EMBEDMENT TYP.ANCHOR .. �}' TYPE 38 EMBEDMENT —L1f4'MAX 1/4•J EMBEDMENT EDGE SHIM MAX AND EDGE -- ---- .°• .' DISTANCE 3 TYP.ANCHOR TYPE, SHIM DISTANCE PER EMSEDMENTAND I SUBSTRATE, ER SUBSTRATE, EDGE DISTANCE I 1 SEE TABLE 5, 3235 1' �I 465. PI THIS SHEET. 43 g4 EXTERIOR INSTALLATION SEE TABLE S,THIs I INSTALLATION 36 SHEET. OPTION 1 INSTALLATION `5 OPTION 3 VISIBLE II STRAIGHT HEADER OPTION VISIBLE LIGHTWIDTH INSTALLATION ANCHORS LIGHT INSTALLATION ONTO INSTALLATION BUCK WIDTH THROUGH 1X BUCKSTRIP HEIGHTI 61 INTO MASONRY. I� WOOD 2X.NO ANCHORS ANCHORS DRECTLY TIP-ToWIDTH li 30 REQUIRED AT HEADER, INTO MASONRY. HORIZONTAL SECTION A-A I! 29 EGRESS FORMULAS 1/4"MAX.SHIM TABLE 5: #12 STEEL � (EQUAL-LITE) 41 SELF-DRILLING Anchor Anchor Substrate Min.Edge Min. 41 Group Distance Embedment WIDTH:TIP-TO-TIPWIDTH-4' SMS(05),SEE HEIGHT:TIP-TO-TIP WIDTH2.6-6/16' g TABLE"HIS A V4'410 SS CreteFleX lJngtouted CMU,(ASTM C90) 13/4" 1-1/4° 2.751' 9 SHEET LICK ____ P.T.Southam Pine(SG-.55) 9116^ 138 VISIBLE LIGHT FORMULAS a1GHr �1OR USE ERHER INSTALLATION iR12 Steel SMS Aluminum,6063 T5 min, 3/s° 1/B" (EQUAL-LITE) EXTERIOR LATCH(#29)OR Screw(G5) Steel Stud,Gr.33 min. 3AF 0.0346(20 Ga)• BOTTOM LOCK OPTION 4 WIDTH(SASH):TIP-TO-TIP WIDTH-5-1/16' 32.35 (#11),TESTED INSTALLATION B A36 Steel 316" 1/8"' WIDTH(FIXED):TIP-TO-TIP WIDTH-4• P UNIT LOCATION: ANCHORS (80-,65) 1° I-W HEIGHT:(TIP-TOM HEIGHT-7-1116 2 0-11 7 6.5/8'FROM DIRECTLY INTO P.T.Southern Pine I I VENT END. 1f4°410 SS CreteFleX Concrete(min.3.35 ksQ 1" 1° I 84 METAL- Ungmuted CMU,(ASTM C-90) 13/4" 1-1/4" VISIBLE I 7 3 P.T.Southern Pine SG=.55) 1" 13/6" LIGHT �I 36 C 1/4"Steel llNtacon Concrete(min.2.9 kat) 1" 13/6" HEIGHT I DADE APPROVED MULLION, I ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" STEEL STUD.SEE SUBSTRATE I 11 PROPERTIES,TABLE 6,THIS SHEET. 'MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE, NOTES 43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS,ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2254' 31 20 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE S,THIS SHEET,ALL WOOD BUCKS LESS THAN 1-112-THICK ARE TO BE CONSIDERED 1X INSTALLA770NS. 2X WOOD 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.121 THICK OR GREATER 1X AND 2X BUCKS PRODUCT REVISED BUCKSTRIP, (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE as complymgwith Iho Florida SEE NOTE 2, ENGINEER OR ARCHITECT OF RECORD. Building Coda THIS SHEET, Aaep(mm No 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO P,4pimTnDau REFERRED TO AS DAYLIGHT)PENING)IS �•��I, LYNN /�//!• RaNxd By. Date: Re�roa, a /I MEASURED FROM BEADINGTO BEADING. \�� O%N.•••••• r��(! ���r JR 04/22/16 NO CHANGE J,imn rroduet 1/4'MAXSHIM ti y10EIJS� .F•Q RMna By: Date: Recision: T• CHORENo.58%05 IREDIN •°�• CONCRETEPERANCHOR Dea tion: Drwn BY' dvcE REQUIREMENT :-C c;= ® FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI 1E SILL ., / S ATE 6 •,Wl`. 1070 TECHNOLOGY DRNE rift Doh: SINGLE HUNG WINDOW INSTALLATION 05/11/11 LCRIO ra ;\ N.VENICE FL 29 •'••......••'��C� P.O. BOX 1528 VERTICAL SECTION B-B !p;�A� a ,. NOKOMIS; FL 64274 , 4; wale sheee Dna.eg No. rte'. A:LYNN MIWFR;P.E. T-OF RUTH. X29296 SH-200 NTS 4 OF 8 MD-SH2O0-01 C P.E.t168705 ALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE EDGE DISTANCE YP.ANCHOR TYPE,EMBEDMENTAND DISTANCE 1!4'MAX SHIM DISTANCE T EDGE DISTANCE PER SUBSTRATE,SEE 114'MAX SHIM 7yp,gNCHOR TYPE, TABLE 6,THIS SHEET EMBEDMENT AND EDGE 2X WOOD,SEE 2X WOOD, DISTANCE PER SUBSTRATE, O NOTE 2,THIS 2X WOOD,SEE NOTE 2,THIS SHEET SEE NOTE 2, SEE TABLE 6,THIS SHEET. SHEET ELATION i EMBEDMENT THIS SHEET HORIZONTAL SECTION C-C SEE NOTE Z 1( BION 5 EMBEDMENT D HEADER EDGE EDGE 2X WOOD, 6 ,LLAC OON DISTANCE RE% Q DISTANCE THIS SHEET 26 41 27 3H THE FIN EDGE EDGE 12 61 10 EMBEDMENT DIST � DISTANCE � #T EMBEDMENT 114"MAX SHIM 1/4"MAX SHIM TYP,ANCHOR TYPE, 38 EMBEDMENTAND I TYP.ANCHOR TYPE, 1.465' EDGE DISTANCE l� 4 EMBEDMENT AND EDGE �— 24 INSTALLATION PER SUBSTRATE, I DISTANCE PER SUBSTRATE, ____._____ OPTION 6 1 38 SEE TABLE 6,THIS j INSTALLATION I I SEE TABLE 6,THIS SHEET. � 64 INSTALLATION ANCHOR SHEET. OPTION 5 3235! i INSTALLATION VISIBLE I 36 INSTALLATION EXTERIOR (NAIL)THROUGH THE FIN LIGHT I OPTION E ANCHOR(SCREW) VISIBLE LIGHT WIDTH HEIGHT �I 61 30 STRAIGHT HEADER THROUGH THE FIN li INSTALLATION ANCHOR BUCK WIDTH EGRESS FORMULAS 29 (SCREW)THROUGH THE FIN (EQUAL-LITE) UCK MULLION SECTION NEIGHT: UCKH: BUCKHOTH-3" HEIGHEIOHi/L•b-13/18' 41 —_-- 8 DADE VERTIICCAL OR HORIZONTAL.MAX MAYBEPROVED MULLION, a�� EXTERIOR INSTALLATION VISIBLE LIGHT FORMULAS 114°SHIM.SEE SUBSTRATE •751' a USE EITHER OPTION PROPERTIES,TABLE 6,THIS SHEET, (EQUAL-LITE) LATCH(#29)OR INSTALLATION WIDTH(SASH):BUCK WIDTH•41!18° BOTTOM LOCK ANCHOR(SCREW) 114'MAX.SHIM WIDTH(FIXED):BUCK WIDTH-3" 3235 (#11).TESTED THROUGH THE FIN EXTERIOR 6 HEIGHT.( HEIQHT-6-1/16°)/2 37 UNIT LOCATION: 6-5/e°FROM WITH F II I 64 VENT END. #10 STEEL REMOVEIND SELF•DRILLING TABLE 6: VISIBLE j 7 SMS(G5) Min.Edge Min. LIGHT 36 Anchor Substrate HEIGHT Distance Embedment I 2-112"x.113"Box Nell P.T.Southern Pine(SG=.55) 1/2" 2-7/16" I� 11 EXTERI2-1/2"x.131"Common Nail P.T.Southam Pine(SG=.55) 9116" 2-7M6" 2-112"x.145"Roofing Nall P.T.Southern Pine(SG=.55) 9/16" 2-7/1 S" P.T.Southern Pine(SG=.55) 314" 1316" 254' ALUMINUWSTEEL FRAMING OR STEEL #10 Steel SMS Screw(GS) Aluminum,6083•T5 min. 316" 1/6" 31 20 STUD.SEE SUBSTRATE PROPERTIES, TABLE 6,THIS SHEET. Steel Stud,GT.33 min. 316" 0.038 318" 1/6° PRODUCT REVISED A36 Steel 5 NOTES as complying with the Florida Building Coda WO-0645,02 MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE, /�ZI 1/4'MAX SHIM 1)USE ONLYSUBSTRATEANCHORS t 11 111 j ftpimA=Pt�Daly APPROPRIATE ANCHORS LISTED ON TABLE 8 OF THIS SHEET. � r' R0�0d�" �: ReWalon: TYP,ANCHORTYPE, ��\���\�'`t,V. ..... %/plc4�i By FOLLOW EMBEDMENT AND EDGE e•..�,,� JR 04/22/16 NO CHANGE ?Aam adeProdudCon IBEDMENT AND EDGE EDGE DISTANCE LIMITS.ANY L^; Ra tf"d By. Dote. Revision: JCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN :' TABLE 6,THIS SHEET. a MAYBE USED ON ANY SIDE OF THE tao.587,45 EDGE WINDOW. — ' DISTANCE f�' 7 ® Dmer7p6on: Orvrn By INSTALLATION 2)2X WOOD FRAMING OR BUCK, VOS—�cif FIN FRAME INSTALLATION DETAILS J ROSOWSKI 1.112'THICK OR GREATER. ;C� OPTION 6 EMBEDMENi� (� 1070 TECHNOLOGY DRIVE TPoo: STALLATION ANCHOR 2X WOOD,SEE NOTE 2,THIS SHEET 3 VISIBLE LIGHT WIDTH OR HEIGHT ;`;';• l,pfttOln.,aN.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 11L)THROUGHTHEFIN ) i r,,) '� ;;•.' P.O. BOX 1529 (ALSO REFERRED TO AS DAYLIGHT ���, Cli\)r1L NOKOMIS; FL 34274 Sari-1 tedy; Scale. sn..t Dmring No. Rm OPENING)IS MEASURED FROM A.L4NU�d}tLLER,P.E Ci VERTICAL SECTION D-D BEADING TO BEADING. P�4587D5 CERT. OF AUDI. #29298 SH-200 NTS 5 OF 8 MD-SH2O0-01 7: Anchor Quantities Required,Flange Frame PRODUCT REVISED Maxinaan 1Nlndow Wfdth c..vying with dw Florida Building10.1/8• 28.1/T 33' 37• 41' 45' 4 r CaRV6- Ac=pta Code 1(o Oc;0 AaePtanee No OZ a„ GFWP A Group B Grou;f Gmip A Group B Qmupa Gawp A Grotp 8 Qroup Getup A Group B Group Group Group B Group_C Grow A Group B Group Crotp A Group B Group Group A Croup B Grotp Date Zl .+y (set Flgrae Sash k Nib aheaU 3 f g g Se f f 3 6- g g 2 f 21 g g g 3 By 11.6116-(Equal LBe) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under!&9116' 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 9 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 186116-(Equal Lib) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 9 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 Y V amI88l18' 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 > under 15.7!5' 2 2 .2 2 2 2 3 2 2 2 2 T 9 2 3 2 2 2 9 2 9 2 3 2 1 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 9 2 4 2 9 2 r 15.7/8'eaulaWIG" 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 T 2 Oi P 19.1/4'(Equal Uta) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 9 3 2 2 2 2 9 3 3 3 2 2 9 9 3 3 2 2 9 3 3 3 2 2 �', O O owr181/4' 2 2 2 2 2 2 2 9 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 9 2 4 2 9 2 3 2 4 2 3 2 9 2 4 2 3 2 3 2 4 2 3 2 9 N under 198/18• 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 9 2 4 2 3 2 9 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 2 � T 198116-Vw 22�1/l a 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 S 2 3 2 3 2 3 2 3 2 3 2 ' g 0 228118'(Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 9 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 9 3 3 2 2 3 3 3 3 2 2 ow22A116' 2 2 2 2 T 2 2 9 2 3 2 2 2 4 2 3 T 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 9 2 4 2 4 2 9 2 4 2 3 2 3 under 20-1/5' 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 d 2 4 2 3 2 4 2 4 2 9 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 ' 20.1/6'thru 24.1/2'a 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 3 3 3 2 9 2 3 2 3 2 3 2 248116'(Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 9 3 9 9 2 2 3 9 3 3 2 2 9 3 3 3 2 2 3 3 3 3 2 2 I}T l t7 Z 0 aver 24.8/18' 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2. O O undw20.13/16- 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 9 2 4 2 4 2 9 2 4 2 4 2 3 2 20.13118•Uro 255&16'3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 4 9 9 2 3 2 4 3 3 2 3 2 3 9 3 2 3 2 VISIBLE LIGHT , SASH Vr Z C0 HEIGHT Z f• 2538•(Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 9 2 2 9 3 9 3 2 2 9 9 9 3 J J J 9 J 3 2 2 3 9 9 3 2 T 9 3 3 9 2 2 + HEIGHT Z aver 25-W 2 3 2 2 2 2 2 3 2 3 2 9 2 4 2 4 2 3 2 4 2 4 2 9 2 4 2 4 2 J 2 4 2 4 2 9 2 4 2 4 2 3 2 4 2 1 2 9 SASH HEIGHT �I (,� under 2445/16' 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 5 3 4 3 3 3 5 3 4 3 4 3 5 3 4 9 4 3 -3-9116' I r� a z 3415/111'tIW 30.1/2•a 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 9 3 2 3 2 4 3 4 3 3 2 4 3 3 3 3 2 4 3 3 2 3 2 4 3 3 2 3 2 CO 306116*(Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 9 9 9 9 2 2 3 3 9 3 2 2 3 9 3 3 3 3 9 3 3 3 3 9 3 3 3 3 9 3 9 3 3 3 2 2 p = O am 308/15' 2 3 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 9 2 3 3 4 2 4 2 9 9 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 _ Q ij) N aider 26314' 3 2 3 2 3 2 4 2 3 2 3 2 4 2 9 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 8 2 4 2 3 2 5 2 4 2 4 2 5 2 4 2 4 2 25.W4•Uw 31.IW1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 3 3 2 4 3 3 2 3 2 4 3 3 2 3 2 31.9115'(Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 9 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 dS Q ater318/16- 2 2 2 2 T 2 2 9 2 3 2 2 2 3 2 3 2 9 2 4 2 9 2 9 9 4 2 4 2 3 9 4 2 4 2 9 3 4 2 4 2 3 3 4 2 3 2 9 under29.3/4' 3 2 3 2 3 2 3 2 9 2 3 2 3 2 3 2 3 2 4 2 3 2 9 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 4 2 4 2 1W,2i 20,114•the,38.1re a 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 3 4 3 3 2 ® o n 3&9118'(Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 9 3 9 3 2 2 3 3 3 3 3 9 3 9 3 9 3 3 y, N ewr swis, 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 St 2 3 9 9 9 2 2 9 3 9 3 2 9 3 4 3 3 3 9 3 4 9 3 2 3 c m x tV under 313&4' 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 1 2 4 2 9 2 4 2 4 2 3 2 8 2 4 2 3 2 Z91 31514•thin 39•' 3 2 3 2 3 2 3 2 3 2 9 2 3 2 3 2 3 2 3 2 3 2 3 2 9 2 9 2 9 2 9 3 3 2 9 2 4 3 9 2 9 2 4 3 4 3 3 2 98.1/18'(Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 9 2 2 9 9 3 9 2 2 9 3 9 9 9 9 J 9 3 3 3 J FIGURE A. SASH CROSS A R,1 Oa•Y O SECTION(WITH o>> 0 o•tlp dimensions far flange windows dawn.For buck dimensions,subtract 1". MONOLITHIC GLASS) all sash height.For clear daylight height,subtract 39/16". range Includes the standard Pro-View(3-ow-2 configuration)for the ghen Window Height. 4•FROM 9"MAX. `� ,• /r refers to"Meeting Rall". SEAM I \���u�1( IYNiJ R!/` rrr�� FOR ALL stall BfiSh width,subtract 2-15/16"from the buck dimension. FLANGED _ •�•• �'" DW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53•. WINDOWS WITH �' '•,?d ACURVED ';• N0.U705 ' "c THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION HEADER,AN 1EET 1.DIMENSIONS SHOWN ARE TIP-TO-TIP. ADDITIONAL ANCHOR IS "O,•• �/` R FIN FRAMED WINDOWS,SEE NAIL PATTERN ON SHEET 1. REQUIRED AT ,. ''•, S Tom• THE CENTER F R SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH THE HEADER. �� �•,�,!CftO�;.•a��`: SIGHT DIMENSION SHOWN ON THE TABLE. `, FER TO TABLE 5,SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. I(.1 LY.E.0 68 05 P.E. P.EN 58705 . 6 ANGLED/CURVED ANGLED/CURVED PRODUCTREVISED FRAME FRAME as complying withdw FICTICa Ouildi�Code ASSEMBLY 90°CORNER ASSEMBLY AmplmmoeNolfo- 2 Pxpimti°n Dtla 90°CORNER FRAME By \ FRAME ASSEMBLY nv� Deaer�auce ASSEMBLY � s B 3 WEEP O Q b e Gn O EPA EACH END 60 61pp aJ Z (N� r 6 4 W O fir^ ❑ RED FRAME 50 51 u (n WITH= MITEREDFRAME < f/) 00 WELDS AT WITH FRAME FLANGEFRAME vi co LL EW BOSSES WELDS AT SHOWN,FIN O Z Q SCREW BOSSES FRAME SIMILAR U' ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL oa 0 I` 12'NOM. 12'NOM. J ❑ (n GLASS STACK GLASS STACK in Z_ I- 1/4'AIRSPACE 3716-AIRSPACE TO W § Z NNEALEDOR 3118'ANNEALEDOR 114'ANNEALEDOR .,I 1/8'ANNEALEDOR 3/16-ANNEALEDOR 'FRED GLASS �� TEMPERED GLASS � � TEMPERED GLASS I TEMPERED GLASS IIW ANNEALED OR TEMPERED GLASS 178'ANNEALED OR a U) � TEMPERED GLASS TEMPERED GLASS N Q 40 �j 41 III 81 42 ISI 82 43 jI WA 43 I 64 °O �' 2 CD I N W W II I 'NOM. II 3/8'NOM, j318'NOM. 318'NOM, 318'NOM. I �• Z J = C7 B U SS SITE �I GLASS SITE IIII GLASS BITE jl GLASS BITE �1 I 36 GLASS BRE I 38 C) _Z 38 38 38 32-35 32-36 m U U 7 7 7 7 m� H 1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&JI a o0 ALUMINUM o=, z SILICONE HOT-MELT BUTYL REINFORCEMENT POLnso DESICCANT FILL AREA STRUCTURAL BUTYLENE 1111+ SILICONE BUMB 5/18°NOM. SEAL SILICONE SEAL \���\\ONV LCNN���4e,�/�' TRUCTURAL 3118'NOM. 114'NOM, SOBUMEN WITH DESICCANT ROLL-FORMED ��..•''4iG SF''•, p DESICCANT DESICCANT FOAM STAINLESS STEEL 1 ;' Na.5805 f.GLASS EXT.GLASS EXT.GLASS EXT.GLASS , �p�•, SATE Or ,4( ; INT.GLASS INT.GLASS INT.GLASSL ORID?.•'' `S�� INT.GLASS v KODISPACE 4SG TPS O SUPER SPACER®NXTO DURASEA&SPACER Q XL EDGET"SPACER ;S�tCt3��1AMi �S P.E.A.LYrvN}1�1I/.�P.E. P.E.S 56705 PGT PGTPart# Description Dwg.# I 1 2703E 62703EW Flange Frame Head 1 2000° 2751B 62751BW Flange Frame Sill 2.000• F21e' ,050,2781 62781W Flange Frame Jamb 1,125• 2713 62713BW Integral Fin Frame Head os2" 600• 2.600 2.000' 062• .050• 2714E 62714EW Integral Fin Frame Sill 2782 62782W Integral Fin Frame Jamb 859" • so0•�— TT 062° 2706 62706DW Sash Bottom Rail 050. .osz• J .80, 2707 62707CW Sash Tap Reil .062• 062" 2739 62739W Fixed Meeting Rail �• 050• 0 ,17- j 1�- 2709 62709CW Sash Side Rail O FLANGE FRAME HEAD ��_ 2.056• .050 6063-T6 ALUMINUM 27408 742740AW Sash Bottom Lock O FLANGE FRAME SILL O FLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD 2785 62785W Sash Stop & 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM 134 66815 jAddon Flange 1226 61226DW jVInyI Bulb,Flex PVC 70 1602C 71662CW Head/Sill Gasket,Polyethelyne 1270 7PAD118 Open Cell Foam Pad 2056° 976•o5a" 1'187• 3725• ..I 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC .Oso^ 1.125" ►� �-{ I+� 050° 4066 64086G Wstp.,187 X,230 Fin Seal 062• 1807° 1.8 LL—liuT 2784 72784W Sash Side Reil Gasket,Polyethelyne 2.000^ l .0621II 1078 7121UM Balance Take-out Cliposo•�-{ 1 122a• oso" Varies per Size Balance 1.126• '0�• Tr •0s• ADOON FLANGE 2711 4280OW Sash Cam,Nylon 975 1 .062• J 13 6063-T6 ALUMINUM 1096 71096W Sweep Latch,Zinc �• 1 I 6, J[= .062• 11 1016 7858WW #8 X.825 Ph.FI.SMS Latch Screws 2.056• 050. •800" If 1267 71267N Setting Block 1/8"x 1/2°x 1",EPDM O INTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME JAMB O SASH BOTTOM RAIL O SASH TOP RAIL See Kommeding 4SG TPS Spacer System 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM Sheet Quanex Super Spacer nXT with Hot Melt Butyl —►I F•— .062,7 for Quanex Duraseal Materials Cardinal XL Edge Spacer •062"1.582" Sash Bottom Lock Spring —+� .865• Screen Cloth,Fiberglass ,062° .050" 038" 826" Dow Coming 899 Silicone Glazing Sealant 1.187' s7a^ 1625 61625B Glass Bead(1/8"Glass) —�{ •026• 052• _� t 157" 2719 627198 Glass Bead(3/16"Glass) 1.010• 1263 612638 Gless Bead(1/41 Glass) O FIXED MEETING RAIL 10 SASH SIDE RAIL 11 SASH BOTTOM LOCK RAIL 72 SASH STOP PRODUCT REVISED 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-TS ALUMINUM 6063-T5 ALUMINUM as complying with the Florida 1253 6VT48B Glass Bead(I.G.) building coa° 781 POA #8 X 1"QUAD Pn SMS Aaepmnce No Ir—O axpimtiun Dnm 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. ,, RwlaW W. onto: Rrvrdon: 1184 781LHPOA #8.16 x 1 LH Twinfest Screw Zinc \`�•G�i1 .YNP;...eA�,�` JR 04/22/16 ADDED IG SPACERS M D r oan�t 1186 781LHPDX #8.15 x 1 LH Twinfast Screw Zinc(S.S.) `.' .•'�c+NSE �n� RMned W. Doo: RMNNoirn: 78XIPFTFUA #8 X 1'Ph FI u/cut SMS ;k ti"53705 78X1 FPAX #8 X 1"Ph FI-Stainless Steel = 1/8"Annealed or Tempered Glass ® oro�n BOM&PART DETAILS J ROSOWSKI 3/181 Annealed or Tempered Glass Al.- ;' +i`! 1070 TECHNOLOGY DRIVE nw: DOW, 1/4"Annealed or Tempered Glass .,+'r.at?Ic!" C5~: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 1/8"-1/4"Air-1/8"An.or Tem .I.G. '`!U !At. NOKOMIS;BOX p 't, Serfa/8}odd: Smoke Shalt DnasLty tVo. R°r: 118"-3/16°Air-3/18°An.or Temp.I.G. A.LvNNMNkAn- CERT:OF AM. /29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 I C P.E.p 58705