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HomeMy WebLinkAboutProduct Approval (2) t Pi �tmMIAMI-DADS a: C IAMI-DARE COUNTY EM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMMSTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA wwtiv.miamidade.eov/economy PGT Industries,Inc. vCU 1070 Technology Drive- N O V North Venice,FL 34275 20�$ SCOPE: L Lucie County, Permittin This NOA is being issued under the applicable rules and reg—dura r 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 oumaterial fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-200"Aluminum Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"SH Window Installation"sheets 1 through 8 of 8,dated 05/11/11,with revision D dated 06/16/17,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 hasbeen 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#16-0505.02 and consists of this page 1 and evidence,pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. haAMiDADE COut�TY NOA No.17-0630.02 / Expiration Date: September 01,2021 p t Approval Date: October 26,2017 Page I 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"SH Window Installation" sheets 1 through 8 of 8, dated 05/11/11,with revision D dated 06/16/17,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-5th Edition (2014)and,FBC-6th Edition (2017)dated 10/12/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated 05/22/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0528.22) 3. 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 to FBC-5th Edition (2014) and FBC-0h Edition' (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. Jorge M.Plasencia,P.E. Prod et Control Unit Supervisor -NOA No.17-0630.02 Expiration Date: September 01,2021 Approval Date: October 26,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVHTTED G. OTHERS 1. Notice of Acceptance No. 16-0505.02, issued to PGT Industries, Inc. for their Series "SH-200"Aluminum Single Hung Window-N.I.,approved on 06/16/16 and expiring on 09/01/21. f Jorge M.Plasencia,P.E. Prq&uct Control Unit Supervisor NOA No.17-0630.02 Expiration Date: September 01,2021 Approval Date: October 26,2017 E-2 GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW DESIGN PRESSURE RATING IMPACTRATING' VARIES, NOT RATED FOR 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING49.1/8• FOR ANCHORS IN SEE SHEETS 2&3 IMPACT RESISTANCE CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH2). VISIBLE LIGHT CURVED HEAD, SEE SHEET 6. 52-1/8'.BUCK WIDTH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. w-`� 48.18' 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAM143ADE COUNTY APPROVED MASONRY NO ANCHORS ," —1 VISIBLE LIGHT ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C60 CONCRETE MASONRY REQUIRED IN rp y` 9'MAX UNITS AND CONCRETE NTH MIN.KSI PER ANCHOR TYPE,SEE TABLES 6 8 8,SHEET9 4&6. STRAIGHT HEAD. B " 3'MAX r — —+D' 4)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD SUCKS LESS THAN 1-1/2'THICK A 0 ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.112-THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE 8-MAX FROM =� VISIBLE J.__ _.L// 36-12' DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE CENTER OF LIGHT / VISIBLE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING 21' RAIL MAX.O.C. 78' LIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF / TITIPO •O.C. / SUFFICIENT LENGTH AS SPECIFIED ON TABLES 5&8,SHEETS 4&5.NARROW JOINT SEALANT IS USED ON ALL FOUR HEIGHT CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR - -"- --" A 77' C WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE BUCK L INSTRUCTIONS, I HEIGHT 8'MAX,FROM ._ BUCK 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE CENTER OF HEIGHT SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO. MEETING RAIL RESIST LOADS IMPOSED ON THEM BY THE WINDOW. / 23' / MAX.O.C. 1 7)DESIGN PRESSURES: g.MAX, 1 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND L•}B NO ANCHORS D GLASS PER ASTM E1300. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASD. REQUIRED IN SILL. 3'MAX. 82-18-BUCK WIDTH 6'MAX.O.C. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE 63.118•"T1P-TO-TIP WIDTH REQUIRED DESIGN PRESSURE.THE 331113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME TYP.FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE (TESTED UNIT) (TESTED UNIT) FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FTL-6479:ELCO ULTRACON NOA ELCO CRETEFLEX NOA:ANSI11AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR 4001 GUIDE TO SHEETS: SERIES(FIN FRAME). Metedal Min.F Min.Fa GENERAL NOTES_.....................1 WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE Seel SCRlW 92 120 s ELEVATIONS.............__......._.....1 SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. DESIGN PRESSURES.....—.2&3 PRODUCT REVISED EICo UltraCon® 155 ks1 177 ksl INSTALLATION,FLANGE.............4 {+— WIDTH +{ �+— WIDTH —►{ 410 SS Elco CrLteMexS 127.4 ksl 189,7 ksl INSTALLATION,INTEGRAL FIN...5 Buildinas g lyan,with the Florida --� ANCHOR QUANTITIES............-...6 C dd 6063 T5 Aluminum 16 kei 22 ksl NOMNo. 17-0630.02 A36 Steel 36 ksl 56 kei GLAZING DETAILS.......................7 CORNER ASSEMBLY...._.............7 �Exp�frauonvo9/01/2021 Gr.33 Steel Stud 33 kei 45 ksl EXTRUSION PROFlLES................8 PARTS LIST..................._......._....8c ontro HEIGHT HEIGHT \111111111111 . "tOE '•vaGEN'�/ R 06/16/17-JR-UPDATED TO _ FBC 2017. eauA um PROVIEWICRML ARCHTOPPROVIEWIORIEI RADwaTOPeaw-UTE *; No-58706 CODES/STANDARDS USED: ='0 ••* DeaerlANon: Organ BY: •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION �7d 2 � 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI •2014 FLORIDA BUILDING CODE(FEC),STH EDITION 10 ••.• ST N.VENICE,FL 34275 -ASTM E1300-09 �i �ORIDP 1RIO: Date: -ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION ,,�SS;�•••......•••aG`�.� 0+)460-+699 SH WINDOW INSTALLATION 05/11/11 •ALUMINUM DESIGN MANUAL,ADM-2015 rl ONAL E \\� coPVRlarte 1014 •AISIS100.12 7I!lllllll\\\ �R�H�R M� ��ydek swk, sneet Ororing Ne. Rev: •AISC 360-10 A.LYNN MILLER,P.E. SH-200 NTS 1 OF 8 MD-SH2O0-01 D P.E.#58705 CERT.OF AUTH.#29296 TABLE 1: TABLE 2: PRODUCT REVISED ■s comp/ing with the Florida Maximum Design Pressure(Ibs/fe)for Glass Type A, Fin&Flange Frame Monolithic Glass Types Budding Cede Sash Heights NOA-No. 17.0630.02 Window A 1/8"Annealed Height' (see Figure A,this sheet) Maximum Window Width' g 1/8"Tempered expiration Date 09/01/2021 19-118" 26.112" 33' 37" 41" 45" 49" 63-1/8" C 3116"Annealed By 23" 11-9/16'(Equal l its) +55.0 -90.0 +55.6 -90.0 +55.0 -40.0 TO .0 +55.0 50.0 +55.0 -9D.0 +55.0 -90,0 +55,0 -90,0 Mram- ro uctan I - D 3HG'Tempared under 18 9116° +65.0 50.0 +55.0 -90,0 +55.0 -75.2 .5 +55.0 -57.3 +50.2 50,2 +44.8 44.8 +39.8 39.8 E 1/4"Annealed 37" 18-9/16"(Equal Ute) +55.0 -90.0 +55.0 50.0 +55,0 -84.2 .5 +55.0 -66.6 +55.0 -61.0 +55.0 S7.7 +55.0 -65.0 F 114"Tampered over 18.9116" +55.0 -90.0 +55.0 -90.0 +55.0 -75.2 6 +55.0 -57.3 +50.2 -50.2 +44.8 44.8 +39.9 39.9under 15-718° +55,0 -90.0 +55.0 -87.1 +55.0 -73.4 8 +65.0 56.8 +50.0 •50,0 +44.8 -44.8 +40.0 4D.0 383/8" 16-716"thru 19-3/16"s +55.0 -90.0 +55.0 -90.0 +55.0 -78.7 0 +55.0 -58.6 +51.1 .51.1 +46,9 -45.9 +41.3 111.3 TABLE3: 19-114°(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -82.7 .6 +55.0 .63.5 +55.0 -57.9 +54.2 54.2 +51.5 -51.5 Insulated Glass Types over 19.114 +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +65.0 -63.8 +65.0 58.8 +60.0 50.0 +44.8 44.8 +40,0 130.0 0 1/8"Annealed,'114"Airspace,1/8"Annealed under 19.9116" +55.0 -81.5 +55.0 -72.3 +55.0 -61.3 +65.0 55.3 +50.5 50.5 +45.6 -46.8 +42.0 42.0 +38.7 -38.7 H 3/16"Annealed,3/18"Airspace,1/8"Annealed 45° 195116"thru 22-112.3 +55.0 50.0 +55.0 -67.9 +55.0 -74.0 +55.0 -84.3 +55.0 56.9 +50.1 -50.1 +44.8 44.6 +40.0 -40.0 I 1!8"Tempered,1/4"AlBpace,1/8"Tempered � 22-9116"(Equal Lae) +55.0 50.0 +55.0 -90.0 +55.0 78.8 +55.0 .68.1 +55.0 58.6 +51.1 51.1 +46.0 46.0 +41.4 41.4 J 3/18"Tempered,3118"Airspace,1f8"Tempered cver225/16' +55.0 -81.5 +55.0 .72.3 +55.0 -61.3 +5.5.0 -55.3 +50.5 50.5 +45,8 115.8 +420 -42.0 +38,7 -38.7 under 20.118" +55.0 -71.6 +5$.0 -62.8 +55.0 55.4 +60.3 -50.3 +45.9 -45.9 +41.7 41.7 +38.9 38.9 +36.2 582UJ Y ❑ 49' 20-1/8"thru 24.1/2"3 +55.0 -90.0 +55.0 -82.5 +55.0 -69.5 +55.0 -61.6 +55.0 -55.4 +49.3 49.3 +44.8 44.6 +40.0 -40.0 Z O O FIGURE A:SASHto 24-9/16"(Equal Ute) +65.0 -90.0 +55.0 -90.0 +55.0 -76.4 +65.0 .66.5 +55.0 57.8 +50.4 50.4 +45.0 45.0 +40.1 -40.1 ❑ CROSS SECTION O N over 245/16' +55.0 71.6 .+55.0 .62.8 +55.0 55.4 +50.3 30.3 +45.9 45.9 +41.7 -41.7 +38.9 38.9 +36.2 36.2 (WITH MONOLITHIC (9 r ®w "a"o N under 20-13/16" +55.0 -87.6 +55.0 .69.9 +53.3 53.3 +48.5 -48.5 +44.1 44.1 +40.2 40.2 +37.8 37.6 +34.8 34.8 GLASS) 0 S 20.13116°thru 255116"3 +55.0 .89.6 +55.0 -80.3 +55.0 -67.7 +55.0 -60.6 +54.2 54.2 1+49,0 49,0 +44,2 -44.2 +40.0 -40.0 O r O Z -. _ umaa ❑ 50518° 25318"(Equal Ute) +55.0 .90.0 +55.0 -90.0 +56.0 -75.4 +55.0 55.7 +65.0 57.4 +50.3 30.3 +44,9 44.9 +39.9 39.9 U 17 U 17 c�` Z over 25.318' +55.0 57.6 +55.0 39.9 +53.3 33.3 +48.5 -48.6 +44.1 -44.1 +40.2 40.2 +37.6 37.6 +34.8 -34.8 i� 122-4 a Q "N 5M" under 2415/16" +55.0 56.0 +43.8 -03.8 +41.9 -41.9 +39.1 39.1 +36.0 36.0 +32.6 32e +30.0 .-30.0 +27,6 -27.6 1 c q� O 34-15tl6'thru 30.117 3 +55.0 -75.0 +55.0 .66.0 +55.0 37.4 +51.9 31.9 +47.4 -47.4 +43.2 43.2 +39.9 39.9 +37.3 -37.3 j Z Q J lL 61' 30.9/16'(Equal Lite) +55.0 57.9 +65.0 -76.8 +66.0 56.6 +55.0 59.7 +53.5 33.5 +48.7 48.7 +43.9 43.9 +39,9 -39.9 MSIBL LIGHT II HEIGHT }a. ON over 30-9116' +55.0 -87.8 +65.0 39.9 +53.3 33.3 +48.5 -48.6 +44.1 -44.1 +40.2 -40.2 +37.6 37,8 +34,6 34.6 !� (n 7r--Z I ® under 25,3/4° +64.7 -54.7 +41.2 41.2 +40.3 -40.3 +37.8 -37.8 +34.6 -34.6 +31.3 3SASH HEIGHT-3.8118• Zt.3 +28.8 -28.9 +26.5 -28,5 25314"thru 31-117 3 +55.0 -72.0 +55.0 -63.2 +55.0 35.7 +60.5 -50.6 +46.1 46.1 +41.9 -41.9 +39.0 39.0 +36.3 3 W6.3 LUZ 63" 31.9/16'(Equal Ute) +55.0 .83.9 +65.0 -71.7 +65.0 -64,8 +55.0 -58.2 +52.4 32.4 +47.9 -47.9 +43.3 43.3 +39.7 39.7Q¢ Z "1115 LLZ O over 31-9/161 +55.0 87.8 +65.0 58.9 +53,3 53.3 +48.5 48.5 +44.1 44,1 +40.2 40.2 +37.8 37;8 +34,6 34.8 (D _ under 293/4" +53.3 .53.3 +39.7 39.7 +39.1 -39.1 +36.7 36.7 +33.4 -33.4 +30.3 -30.3 +28.0 -28.0 +25.8 -25.8 I co N 73" 29314"thru 36.1/71 +55.0 -81.0 +62.0 32.0 +48.2 -48.2 +44.0 -44.0 +40.1 40.1 +37.0 37.0 +34.1 34.1 +31.4 31.4 ❑ co in 36.9/16°(Equal Ute) +55.0 -68.3 +55.0 56.3 +52.1 32.1 +51.5 51.5 +47.0 47.0 +42.7 427 +39.6 39.6 +37.0 .37.0 eou"s over 36-9/1fi +55.0 -67.8 +55.0 58.3 +52:1 52.1 +48.5 =48.5 +44.1 .44.1 +402 .40.2 +37.6 37.6 +34.L,134.8 under 313/4" +53.3 53.3 +39.7 39.7 +391 -39.1 +38.7 38.7 +33.4 33.4 +30,3 30.3 +28.0 -28.0 +25, v� LYNA178" 313!4"th,39"3 +55,0 -58.3 +48.0 -48.0 +45.2 -05.2 +41.2 -41.2 +37.9 -37.9 +34.8 -34.6 +31.7 31.7 +29. ��39.1/16"(Equal Ute) +55.0 32.5 +60.8 30.8 +46.3 -46.3 +45.2 -45.2 +44.2 -44.2 +40,3 140.3 +37.7 37.7 +34. NOTES � No.56705 'Tip-to-tip dimensions for flange Wndom shaven.For In windows or buck dimensions,subtract 11. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 118' x Overall sash height.For clear daylight height,subtract 3-9/161. ANNEALED GLASS(TYPE A). 0 ��Z 3 Size range includes the standard Pro-View(3-over-2 configuration)for the given Window Height. ,gyp ATE O <Z4: 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NExTAVAMBLE WIDTH For overall sash width,subtract 2-15/161 from the buck dimension. CR HEIGHT DIMENSION SHOWN ON THE TABLE. ��� `S'•FtORIDP,.��\`� rs/ONAL 111 it F,,"` WINDOW HEIGHT-SASH HEIGHT CANNOT EXCEED 53'. A.LYNN MILLER,P.E. PE.N 08705 TABLE 2: PRODUCT REVISED TABLE 4: as corn In with tho Florida Monolithic Glass Types Baua'neo�• Maximum Design Pressure(Ibi;42)for Glass Type B-J, Fin&Flange Frame NOA-No. 17.0630.02 Window Sash Height? A 118"Annealed Helghtl (see Figure A,this sheet) Maximum Window Width' B 116Expiration Dote 0910112021 "Tempered 19-1/8" 26-1/2" 1 33" 1 37" 41" 45" 49" 63419' C 31161 Annealed Mionero 23" 11-9/16"(Equal Lite) +55,0 •80.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +55.0 40.0 D 3115'Tempered under 18-9/16" +65,0 -90.0 +55,0 -00.0 +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 37" 189/16"(Equal Lite) +55.0 •80.0' +55,0 -90.0 +55.0 50.0 +55,0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 51.1 +55.0 -73.4 F 114"Tempered offer 19-9116" +55.0 -90.0 +65.0 -90.0 +65.0 -90.0 +65,0 •90.0 +65.0 510 +65.0 .84,3 +65.0 78.0 +55.0 72.9 underl6-7/8" +55.0 -90.0 +65,0 •90,0 +55,0 -90.0 +55.0 .90.0 +55.0 •86.5 +55.0 -81.8 +55.0 -76.0 +56.0 58.5 15-7/8"thru 19.3/16"3 +55.0 .90.0 +65,0 .9D.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 TABLE 3: 38318" 19.1/4"(Equal Lite) +55,0 -90.0 +65,0 -90.0 +55.0 •90.0 +55.0 -90.0 +55.0 -90.0 +65.0 57.9 +55.0 78.8 +55.0 71.2 Insulated Glass Types over 19-14" +55,0 50.0 +65,0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 58.5 +55.0 -81,8 +65,0 -76.0t.r 58.5 G 1/8'Annealed,114"Airspace,1/8"Annealed under%41/16" +55.0 •90.0 +65.0 -90.0 +55.0 50.0 +55.0 56.5 +55.0 80.2 +65.0 -73,2 +55.0 56.3 -69,7 H 3/18"Annealed,3/16'Airspace,118"Annealed 19-9116'thru 22-112"3 +65.0 -80.0 +55.0 50.0 +55.0 50.0 +55.0 -90,0 +55.0 •89.1 +55,0 78.5 +65,0 -70.0 .63.0 1 1/8"Tempered,1l4"Airspace,1/8"Tempered 45" 22-9/16"(Equal Lite) +66,0, -90.0 +55.0 40.0 +55.0 50.0 +55.0 -90.0 +55.0 59.3 +55.0 :78.5 +55,0 70.0 -83,0 J 3/16"Tempered,3/18"Airspace,116'Tempered owr22-9/16" +55,0 -90.0 +55.0 •80.0 +55.0 50.0 +55.0 56.5 +55,0 -80,2 +55.0 73.2 +55.0 56.3 -69,7 ,- S 0 under20-1/8" +55,0 50.0 +55.0 50.0 +55.0 56.0 +65.0 51.8 +55.0 -75.7 +55.0 59.2 +55,0 52.8 . -67.7 t j •"°d 20-1/8"thru 24412"3 +55.0 -90.0 +55.0 50,0 +55.0 -90.0 +55.0 .90.0 +55,0 .84.8 +56.0 -74.2 +55.0 45.8 +65.0 159.1 a o 0 r FIGURE A:SASH p i.§+ to O 4 24.9/16"(Equal Lite) +55.0 50,0 +55.0 80.0 +55.0 -90.0 +55,0 50.0 +58.0 54.8 +65.0 -74.2 +55.0 SS.B +55.0 -8911 CROSS SECTION }n .g O 0 CD oyer 24.9116" +55,0 -90.0 +55.0 -90.0 +55.0 58.0 +55.0 .81.8 +55.6 75.7 +55.0 59.2 +55.0 •62.8 +55.0 57.7 (WITH I.G.GLASS) O w°c W 2 under 20-13116" +55.0 -90.0 +55.0 50.0 +55.0 -816 +55,0 .79.1 +55.0 74.0 +55.0 57.3 +55.0 •81.9 +55.0 •56.8 20-13/15'thru 25-9/15'3 +55.0 -90.0 +55,0 50.0 1+55.0 90.0 +55.0 .90.0 +55.0 53.2 +65.0 -72.7 +56.0 •64.5 +55.0 57,8 50518" 253/5'(Equel Lite) +55,0 •90.0 +55.0 SO.D +55.0 50.0 +55.0 �.0 +66.0 .83.2 +55.0 -72.7 +55.0 -84.5 +55.0 57.8 ill F V ZO over263/8° +55.0 90.0 +55.0 •80.0 +55.0 53.5 +55.0 -79.1 +55.0 74.0 +55.0 47.3 +65.0 -61.9 +55.0 48,8 7T� !l � t-�ii� H c+a under 2415/16" +55.0 •87.8 +55.0 -75.8 +55.D 55.7 +65.0 52.3 t56.0 50.0 +56,0 58.6 +532 53.2 +49.6 -49.8 I Z m oa LL e1" 3416,15'thru 30-112"3 +55.0 57.9 +55.0 75.8 +55.0 74.1 +65.0 74.1 +55.0' 74.1 +65.0 55.5 +55.0 -67.6 +51.1 51.1 I SASH W O 309118"(Equal Lite) +55.0 57.9 +55.0 75.8 +55.0 -74.1 +65.0 -74.1 +55.0 -74.1 +55.0 55.5 +55.0 57.5 +61.1 51,1 VISIBLE LIIGHT II I HEIGHT ? M HEIoter309/18" +55.0 57.8 +65,0 -75.6 +65.0 74.1 +55.0 -74.1 +55.0 74,0 +55.0 85.5 +55.0 57.6 +51,1 51,1 d ® � co Z "°45 under 25-3/4" +55,0 838 +55,0 71.7 t55.0 520 +55.0 59.9 +55.0 57.8 +54.5 54.5 +61.3 51.3 +48.3 -08.3 SASH HEIGHT-3ane" W FF-- 25314"thru 31-1/2"a +55.0 •83.9 +55.0 71.7 +55,0 59.4 +56.0 59.4 +65,0 59.4 +55.0 54.6 +55.0 •66.5 +50.2 50,2 `I I a ❑3 Z 31-9116"(Equal Lite) +55.0 53.9 +65.0 -71.7 +55.0 59.4 +55.0 59.4 +55.0 59.4 +55.0 •64.6 +55.0 58.5 +60.2 50.2 I o Z Z O owr315/18" +55.0 53.8 +69.0 -71.7 +55,0 59.4 +55.0 59.4 +55,0 69.4 +55.0 64.5 +55.0 68.5 +50.2 50.2 I' I N under 233/4" +55.0 •88.3 +55,0 56.3 +52.1 52.1 +51.6 51.5 +51.5 51.5 +51.5 51.5 +50.0 50,0 +46.4 46.4 LU 29 !4"thru 36-112"3 +56.0 68.3 +55,0 58.3 +52.1 52.1&45 .5 +51.5 51.6 +51.5 51.5 +51.5 51.5 +48.4 -48.4 d 73" 38-9/18"(Equal Lite) +65.0 58.3 +65.0 56.3 +52.1 521 .6 +51.5 51.5 +51.5 51.6 +51.5 51.5 +46A -4e.4awr3M/16" +55.0 •80.3 +65,0 56.3 +52.1 52.1 .5 +51.5 51.5 +51.6 51.6 +51.6 51. +46,4 -48,4under 31314° +55.0 525 +50.8 SD.B +46.3 46,3 .2 +46.0 �I5.0 +45,0 450 +45,0 X5.0 +45.0 -45.0N.78" 31.3/4"thru 39'3 +55.0 4 6 +50,8 50.8 +46.3 -46.32 +45.0 45.0 +45.0 45.0 +45,0 45.0 +45,0 -45.0 39-1118"(Equal Lite) +65,0 525 +60.8 .50.8 +48.3 -08.3 +45.2 1 +45.0 45.0 NOTES *; No.68705 Configuration)for the 91ten Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT 'Tri-to-tip dimensions for flange windows shown.Fortin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THATARE GLAZED WITH GLASS _ aCx211sashheight.Foreleardayiighthelght subtract39l15', TYPESB-J.NOT APPLICABLE WITHI/8"ANNEALEDGLASS(TYPEA), 3 Size range Includes the standard Pio•Vlew(3-over-2 AVAILABLE WIDTH DR •'•. ATE �/: For overact sash width,subtract 2-15116"from the buck dimension. HEIGHT DIMENSION SHOWN ONTHETABLE. ! �S' °LORIDA: A-LYNN MILLER,P.E. WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED ST. PEA 58706 INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE/CMU CONCRETEICMU OPTIONALADDON EMBEDMENT PER ANCHOR PER ANCHOR TP ANCHOR INSTALLATION FLANGE®HEAD, 13 REQUIREMENT REQUIREMENT '. + TYPE, OPTION 1 EDGE SILL&JAMBS 3 EMBEDMENTAND DISTANCE °• 1/4'MAX 40 27 EDGE DISTANCE CURVED HEADER EDGE SHIM PER SUBSTRATE, INSTALLATION INTO WOOD DISTANCE ''• 12 60 10 r; SEE TABLE 5, 2X.SEE NOTE 2,THIS SHEET. THIS SHEET. EMBEDMENT Ir •s ------ '�` TYP,ANCHOR EMBEDMENT TYPE, ! 38 1/4*MAX 114* EMBEDMENT _ EDGE SHIM MAX AND EDGE -- DISTANCE 3 SHIM DISTANCE PER 24 .•� TYP.WCHORTYPE, II SUBSTRATE, EMBEOMENTAND I 1 SEETABLES, 32-35 1.465* :. 1' " I EDGE DISTANCE THIS SHEET. L_ I` EDGE DISTANCE INSTALLATION 43 84 ExrER OR INSTALLATION II 38 PER SEE TABLE 5,THIS OPTION1 INSTALLATION �l OPTIONS VISIBLE jl SHEET. STRAIGHT HEAD ER OPTION VISIBLE LIGHTWIDTH INSTALLATION ANCHORS LIGHT II INSTALLATION ONTO INSTALLATION BUCK WIDTH THROUGH 1X BUCKSTRIP HEIGHT I 60 C� WOOD 2X,NO ANCHORS - ANCHORS DIRECTLY TIP-TC-TIP WIDTH INTO MASONRY.30 REQUIRED AT HEADER INTO MASONRY. ( HORIZONTAL SECTION A-A 29 I —+� I 1/4•MAX.SHIM TABLE 5: #12 STEEL 1 Mchor Min.Edge Min. 4D SELF-DRILLING ptoup Anchor Substrate Distance Embedment EGRESS FORMULAS SMS(Gs),SEE (EQUAL-LITE) TABLE SHEET P.T,Southam Pine 75 Mi.56) 318"" 1318" 2.751- B �/ �J SHEET 912 Steel SMS Aluminum,8083-T5 min. 3!8" 118" WIDTH:TIP-TO-TIP WIDTH-4° BUCK A HEIGHT:TIP-TO-TIP WIDTH/2-65/16" EXTERIOR USE EITHER - Screw(G5) Steel Stud,Gr.33 min. 318' D.0348(20 Ge) HEIGHT LATCH(#29)OR INSTALLATION BOTTOM LOCK OPTION 4 A98 Steal 3/8° 0.0348(20 G2) VISIBLE LIGHT FORMULAS 32-35 (#11).TESTED INSTALLATION P.T.Southem Pine(SG=.55) 1' 1-x18" TIP-TO-TIP ! UNIT LOCATION: ANCHORS B 114•Steel Ultmcon Concrete(min.2g ksl) 1• 13/8. (EQUAL-LITE) HEIGHT I WIDTH(SASH):TIP-TO-TIP WIDTH-5-1116• 37 g5B"FROM DIRECTLY INTO UngroWed CMU,(ASTM 090) 2.112" 1-114" WIDTH(FIXED):TIP-TO-TIP WIDTH-4" II64 VENT END. METAL. P.T.Southern Pine(SG-.55) 1" '13/e" HEIGHT.(TIP•TO-TIP HEIGHT-7-1116y2 VISIBLE 1110 3 C 114"410 SS CreteFlex ConcMta min.3.35 ksq 1° 1314" LIGHT II 38 Ungmuted CMU,(ASTM 090) 2.1/2• 1-1/4" HEIGHT I I DARE APPROVED MULLION, -1— ALUMINUM,STEEL FRAMING OR EXTERIOR 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS 11 STEEL STUD.SEE SUBSTRATE ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL PRODUCT REVISED PROPERTIES,TABLE 6,THIS SHEET. 2 ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. I 3)FOR STEEL STUDS,MW.FU=45 KSI,MIN FY-33 KSI. as eomFl9ing with the Florida NOTES sunit ,,,Code 43NoA-No. 17.0630.02 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE g OF THIS SHEET.FOLLOW EMBEDMENiAND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION 2254' 31 20 SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. Expiration Date 09/01/2021 2X WOOD 2 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6,THIS SHEET,ALL WOOD BUCKS LESS THAN 1.1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. Miam a ro uet ontro BUCKSTRIP, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-11V THICK OR GREATER 1X AND 2X BUCKS 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 THIS SHEET. ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSOIII 1 1 REFERRED TO AS DAYLIGHT OPENING)IS ���``ONY LYNNM�ri� ReWlon: MEASURED FROM BEADING TO BEADING. •ta•''VDENSte•�!''��i 114'MAXSHIM ?:' `cUPDATED TABLE 5. NOANCHORS CONCRETE PER y!. No.58705 REQUIRED IN .• •: ANCHOR y - D acrlptim: Ornre BY: FLANGE •• REQUIREMENT -� •' � �-:: � 1070 TECHNOLOGY DRIVE FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI FRAME SILL 4, -,�• •'• S ATE OF t(/� e. Ootc N.VENICE,FL 34276 �, �''•FIORIOP,. ���� (941)460.1600 SH WINDOW INSTALLATION 05/11/11 VERTICAL SECTION B-B y • S;DNA�11EaG�� KLlucDIDUcrs�%�a serrs�/Nodak scab: Warfnp No. j"` A LYW4 MLLER,P.E SH-200 NTS 4OF8 MD-SH2O0-01 D P.E.#58705 CERT.OF.AIlTH.#29296 INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGDISTANCE EDGE DISTANCE EDGE TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCEE1/4'MAX SHIM -+{ DISTANCE EDGE DISTANCE PER SUBSTRATE,SEE 1/4'MAX SHIM TYp,ANCHOR TYPE, TABLE 6.THIS SHEET EMBEDMENT AND EDGE 2X WOOD,SEE ZX WOOD,SEE NOTE 2,THIS SHEET 2XWOOD, DISTANCE PER SUBSTRATE, O NOTE 2,THIS INSTALLATION EMBEDMENT SEE NOTE 2, SEE TABLES,THIS SHEET. SHEET OPTION 5 1 — EMBEDMENT 1 _ THIS SHEET HORIZONTAL SECTION C-C CURVED HEADER EDGE EDGE "INSTALLATION 2X WOOD, 6 INSTALLATKIN DISTANCE DIST�E.G SEE NOTE 2, 40 27 ANCHOR(SCREW) O THIS SHEET 26 THROUGH THE FIN EDGE 12 60 1O EMBEDMENT DIST IST? - ���111 EMBEDMENT 1/4°MAX SHIMM 6 TYP,ANCHOR TYPE, 38 EMBEOMENTAND EDGE DISTANCE ANCHOR TYPE, INSTALLATION 1.486' PER SUBSTRATE, ENT AND EDGE 24 SEE TABLE 6 THIS IIR SUBSTRATE, INSTALLATION — -- -- OPTION 6 SSE 6,THIS SHEET. 64 INSTALLATION ANCHOR 36 OPTIONS 32.46 (NAIL)THROUGH THE FIN VISIBLE OPTION E 43 EXTERIOR ) LIGHT � INSTALLATION HEIGHT I� 60 30 STRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIGHT WIDTH )I INSTALLATION ANCHOR THROUGH THE FIN BUCK WIDTH I� 29 (NAIL)THROUGH THE FIN MULLION SECTION EOGEDIsrANDE ___ EGRESS FORMULAS DADE APPROVED MULLION,MAY BE (EQUAL-LITE) 40 VERTICAL OR HORIZONTAL.MAX WIDTH:BUCK WIDTH•3' EXTERIOR INSTALLATION PROPERTIEIS.TABLE 6,THIS SHEET. HEIGHT:BUCK HEIGHT2-5-13N61 2.751' a USE EITHER OPTION 7 BUCK LATCH(#29)OR INSTALLATION VISIBLE LIGHT FORMULAS HEIGHT BOTTOM LOCK ANCHOR(SCREW) 1/4'MAX SHIM EXTERIOR 6 (EQUAL-LITE) 3235 (#11).TESTED THROUGH THE FIN '� WITH FIN WDTH(SASH):BUCK WIDTH-41!18' 6-518"1 UNIT LOCATION: REMOVED WIDTH(FIXED):BUCK WIDTH-3' 37 I_ I� 4 VENTENDM #10 STEEL - TABLE 6: HEIGHT:(BUCK HEIGHT-6-1116-)/2 SELF-DRILLING VISIBLE I 7 'MS(GS) Anchor Substrate Min.Edge Min. LIGHT Distance Embedment HEIGHT i�� I 36 2-112"x.11311 Box Nall P.T.Southem Pine(SG-.55) 1/2" 2-7116" If // ii 11 2.1/2"x.131"Common Nall P.T.Southam Pine(SG-.55) 9116" 2-7/16" PRODUCT REVISED �I ! EXTERIOR 2-1/2"x. ng Nall P.T. out em Pine( =.55) 9116" 2-7116" as NOAl ng ldln ing with the Florldo CodO P.T.6oulhem Pine(SG-.65) 314" 1-3/6° NOA-Ne. 17.0630.02 43 Alumlrwm,6083-T5 m n 3I6" 116" Explratlon Dote 0 910 1/2 0 21 ALUMINUMISTEEL FRAMING OR STEEL #10 Steel SMS Screw(G5) 2.254' Steel St4d,Or.33 min. 318" O.D36 Dy ?'_ 31 20 STUD:BEE SUBSTRATE HEFT,PROPERTIES, A36 Steel 3/6" 1I6" mlaml- roduet Control 5 TABLE 6,THIS SHEET. NOTES 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE, 1)USE ONLY SUBSTRATE 2)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI. 114"MAX SHIM APPROPRIATE ANCHORS LISTED ON TABLE 6 O THIS SHEET. ����`0 Y LYN/yRavlslon: TYP,ANCHOR TYPE, FOLLOW EM13EMIENTAND EDGE ```,t SCF-NSF•,/((A/'% EMBEDMENT AND EDGE EDGE DISTANCE LIMITS.ANY �'' •• DISTANCE PER SUBSTRATEEET.. DISTANCE INSTALLATION OPTION SHOWN SEE TABLE 6,THIS SHMAY BE USED ON ANY SIDE OF THE -* : No.58705 EDGE WINDOW. DISTANCE Z Dondp6on: Orosn ey. INSTALLATION 2)2X WOOD FRAMING OR BUCK :A �Z�I�. �Z 1070 TECHNOLOGY DRIVE FIN FRAME INSTALLATION DETAILS J ROSOWSKI OPTION 6 EMBEDMENT 1.12"THICK OR GREATER, Q'•• TATE F Z N.VENICE,FL 34275 (O''•,;�COR10P.•''\���` (941)480.1600 Tnk: Dab: INSTALLATION ANCHOR SH WINDOW INSTALLATION 05/11/11 (NAIL)THROUGH THE FIN WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT i ass NG�� coorwcHro xav (ALSO REFERRED TO AS DAYLIGHT / �O(1fAL,``1�1 ���� �Po WM�E�• See—IModoF, Scots; Sano 0rartrp No. Rav: OPENING)IS MEASURED FROM A,LVI�I�I�IILtER,P.E VERTICAL SECTION D-D BEADING TO BEADING. RE 58705 CERT.OFAUTH.M29288 SH-200 NTS 5 OF 8 MD-SH2O0-01 D PRODUCT REVISED TABLE . as comptyIng with the Florida Anchor Quantities Required,Flange Frame BulldrnCode Maximum Window Width NDA-No. 17.0630.02 10.119" 20.112" 33' 37' 41' 45' 45 83.1/6" Expiration Date 09/0112021 Maahnum South Group A Group B GraupCjGmupAjGrcupB GroupC Group AlGroup B Group C Group A Group B Group C Group AlGroup 51 Group C Group A Group B I Groupe C Group A Group B Getup Group A Group B Group C By Window Doe Rguro A.this sheat) a 5 @} Qp gq �qg y f .y�g� g g 7e E .gg( y g f 2 § g f S Miam D Product Contra Height 23' 11.9116(Equal Ute) 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 1 tndw%9II8' 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 2 2 4 2 3 2 2 2 4 2 3 2 2 2 3r 188/15(Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 ovor 160/1, 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2' 2 2 2- 2 4 2 3 2 2 2 4 2 3 2 2 2 4 2 3 2 2 2 4 2 3 2 2 under 19.7/9' 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 2 2 4 2 3 2 ,2 2 4 .2 3 2 2 2 i5 TIr thru 143118"3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2- 3 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 2 2 2 2 2 16114'(Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 awr10.114' 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 4 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 2 2 4 2 3 2 2 2 4 2 3 2 2 S udar 194116• 2 2 2 2 2 2 3 2 2 2 2 2 4 2 3 2 2 2 4 2 ] 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 UPDATED TABLE 7. 45' 10-9H5 8w 22.112' 2 2 2 2 2, 2 3 2 2 2 2 2 3 2 2 2 2 2 3 3 2 2 2 2 4 3 3 2 2 2 4 3 3 2 2 2 4 3 3 2 2 2 3 3 2 2 2 2 22.9/16'(Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2. J 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 owr 22.8/16' 2 2 2 2 2 2 2 3 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 _ umddr 20.116' 3 2 2 2 2 2 3 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 r Y ❑ 49' 20441'thro 24.1173 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2' 4 3 3 2 2 2 4 3 3 2 2 2 4 3 3 2 2 2 4 3 3 2 2 2 4 3 3 2 2 2 [!1 •nor 24.9115(Equal LB.) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 9 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 a 0 C? owr 24.9/10' 2 3 2 2 2 2 2 3 2 2 2 2 2 4 2 -3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2. 3 2 4 2 3 2 3 I ❑ C � C) vadat 20.13115 3 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 8 2 3 2 3 2 5 2 3 2 3 2 8 2 3 2 3 2 9 2 3 2 3 2 N a pu_j-� atop O N VISIBLE LIGHT I� SASH ee�� _ 20.13115 thuu 251✓16.3 2 2 2 2 2 2 3 2 2 2 2 2 3 3 2 1 2 2 4 3 9 2 2 2 1 9 3 2 2 2 4 3 3 2 2 2 4 9 3 2 2 2 4 3 3 2 2 2 HEIGHT I U M 449/9' 25.316'(Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 9 9 2 2 2 2 9 8 2 2 2 2 3 3 2 2 2 2 III HEIGHT O J O ui -3 N awr254ir 2 3 2 2 2 2 2 4 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 9 2 4 2 3 2 3 2 9' 2 9 2 3 2 6 2 3 2- 3 2 6 2 3 2 3 SASH HEIGHT �) Z LLLL•t�OD F•tU• uMyO I under2419116' 3 3 3 3 3 3 4 3 3 3 9 9 4 3 3 3 3 3 4 3 3 3 3 3 9 3 3 3 3 3 9 3 3 3 3 3 6 3 3 3 3 3 5 3 3 3 3 3 -3-9/1 V' UU_d t4�0-i Z 61` 34.19/16'0vu 30.42"3 2 2 2 2 2 2 3 2 2 2 2 2 3 3 2 2 2 2 4 3 3 2 2 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 2 2 4 3 3 2 2 2 1 Z co 8 -au 30-911V(Equal Lb) 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 J 2 2 2 2 4 4 3 3 2 2 4 4 3 8 2 2 3 3 2 2 2 2 3 3 2 2 2 2 II O W 1 Q nM0 owr90.9/15 2 3 2 2 2 2 2 3 2 2 2 2 2 4 2 3 2 Z 3 4 2 3 2 3 3 4 2 3 2 9 3 4 2 3 2 3 3 4 2 3 2 3 9 1 2 3 2 3 I� O 7Zj Q 00 undatZ5-0/4' 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 5 2 3 2 3 2 8 2 3 2 3 2 5 2 3 2 3 2 6 2 3 2 3 2 LI LL 83` 25.9/4"auu 31-112'a 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 4 3 3 2 2 2 1 9 3 2 2 2 4 3 3 2 3 2 4 3 3 2 2 2 4 3 3 2 2 2 (' Q� 31-/15(Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 4 4 2 2 2 2 4 4 3 3 2 2 9 3 2 2 2 2 3 3 2 2 2 2 '@ z owr31•8115 2 2 2 2 2 2 2 3 2 2 2 2 2 4 2 2 2 2 3 4 2 3 2 2 3 4 2 3 2 3 3 4 2 3 2 3 3 4 2 3 2 3 3 4 2 3 2 2 >9 �+ d Z ro~ under 29-3/4' 3 2 3 2 3 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 5 2 3 2 3 2 5 2 3 2 3 2 6 2 3 2 3 2 f$tc? 73' NN 36.9MCr(Equal We) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 4 4 3 3 2 2 4 4 3 3 2 2 a1--s owr36B115 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 4 2 3 2 2 3 4 2 3 2 2 3 4 2 3 2 2 p = SZ C3 C3 uder3l,VIV 3 2 3 2 3 2 3 2 3 2 3 1 3 2 3 2 J 2 9 2 3 Z 3 2 1 2 3 2 3 2 1 2 3 2 3 2 4 2 3 2 3 2 6 J 3 2 9 2 U S N 76• 313/4 tthm 39`3 J Z 3 2 3 2 a a 3 2 3 2 3 2 ) 2 ] 2 3 2 3 2 3 2 9 2 3 2 3 2 4 3 3 2 3 2 4 3 3 2 9 2 4 3 3 7 3 2 FIGURE A.-SASH CROSS Q 38.1!15(Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 3 9 2 2 2 2 3 3 Z 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 4 4 3 3 2 2 SECTION(WITH 'Tip-to-Up dimensions for flange windows shoe-m.For buck dimensions,subtract 1'. MONOLITHIC GLASS) a I Z seg 2 0larell sash height.For clear daylight height,subtract 3.9/16'. 3 Size range Includes the standard Pio- iew(3-over-2 configuration)for the given Window Height. ;r FROM vvv vt t I I i r r 1 r rrr' "MR'refers to*Meeting Rall'. SEAM 6° \��` ONY LYNN For overall sash width.subtract 245118"from the buck dimension. FOR ALL `�aha• LtGENBE';��(� FLANGED Q;' ••.A WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53 WINDOWS WITH Z No.58705 A CURVED 1)USETHIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION HEADER,AN ON SHEETI.DIMENSIONS SHOWN ARE TIP-TO-TIP, ADDITIONAL `•-` ANCHOR IS0, S ATE f�•. 2)FOR FIN FRAMED WINDOWS,SEE NAIL PATTERN ON SHEET 1. REQUIRED AT %T THE CENTER OF i��s'•.;°CORIDP.••'G\�` 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAIIABLE WIDTH THE HEADER. ONAI.1� OR HEIGHT DIMENSION SHOWN ON THE TABLE. rSr 11'%1 A.LYNN MILLER,P.E.4)REFER TO TABLE 5,SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. P.E.p 68708 PRODUCT REVISED as compt with th*Florida ANGLED/CURVED ANGLED/CURVED aullding FRAME FRAME no"m 17-0830.02 ASSEMBLY 90°CORNER ASSEMBLY 99PIrallonZate09/0112021 90°CORNER FRAME FRAME (D—\ ASSEMBLY x4k ASSEMBLY --e-S 21 so 61 J.WEEP llWW NOTCH@ NOT 2 EACH END EACH END g"COR FRAME '�6_ ASSEMBLY N E BL E JNO EACH END 2 FLANGE FRAME z1 � 50 fii MrTFRED FRAME so 61 SHOWN,FIN - I= , ; r ,WITH FRA ME MITERED FRAME FRAMESIMILAR WEAT WITH FRAME SCREWBOSSES WELDSAT ScS CREW BOSSES ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL a' 09 0 cf) 0 0 10NOM. 1121NOML DA -5 igo1aQ Cad GLASS STACK GLASS STACK 3/16'ANNEALEDOR 1/4'AIRSPACE 311VPJRSPACE 0 teg TEMPERED GLASSrtaa NSALED OR I/8"ANNEALS z VW ANNEALED OR TEMPERED GLASS 1/4*AN DOR 3/16"ANNEALED OR Ld- u TEMPERED GLASS TEMPERED GLASS IWANNEALEDOR TEMPERED GLASS Ifir ANNEALED OR & - 40 SO 41tl 43 e4 r6 TEMPERED GLASS TEMPERED GLASS 77 43 63 0 - 1 — W Nam. 3/3'NOM. 318. Iz co I{ LAS NOM. 31V NOM. CI3 :5 GLASS SITE GLASS I 1 GLASS SITS GLASS SITE GLASS SITE LL 38 35 0 38 38 38 f r-- 32-35 32-M 1---as z o Z LIJ 9 1/8"GLAZING DETAIL 31W GLAZING DETAIL 1/4"GLAZING DETAIL 1/2'l.d.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 04 GLASS TYPES A S GLASS TYPES C&D GLASS TYPES E F GLASS TYPES G&I GLASS TYPES H&j 3: < co ALUMINUM ona S.0 sop SILICONE STRUCTURAL HOT-MELT SLITYL REINFORCEMENT DESICCANT FILL AREA REIN BUTYLENE t I t I I I f 'C' STRUCTURAL N.M. S _5 0 CIO 0 Z SILICONE S116*NOM. SEAL Elie"NOM, STRUCTURAL �M 3116"NOM. "",W LYAIA( 11'r NOM. FOAM q\q I.........4 POLYISCSUTYLFNE— surYL& SILICONE SEAL WITH DESICCANT WITH DESICCANT ROLL-FORMED DESICCANT STAINLESS STEEL FOAM EXT,GLASS OCT.GLASS EXT.GLASS No.59705 ti S EXt GLASS INT,GLASS IlNfr.GLASS INT,GLASS INT.GLASS KODISPACE 4SG TPS 3s SUPER SPACER'9Nxrrm (F)DURASEA&SPACER XL EDGETM SPACER A.LYNN MILLlA.P.E. Item POT PGT Part Description # Dwg.# 1 1 2703E 62703EW Flange Frame Head L 2.000• 2 27618 62751BW Flange Frame Sill �— 2.000° .est" 3 2781 62781W Flange Frame Jamb/Curved Header •238' '050 4 2713 62713BW Integral Fin Frame Head '062" •500• 2.600• .062• 5 2714E 62714EW Integral Fin Frame Sill 2.00°• j .050• .oso• 1 6 2782 62782W Integral Fin Frame Jamb/Curved Header BW I 500• ,052^ 7 2708 62706DW Sash Bottom Rall A 550- I� 062° ,689" 8 2707 62707CW Sash Top Reil aer 08r L 9 2738 62739W Fixed Meeting Rall 600 050• .062• ase I 1 FLANGE FRAME HEADr .050• ,082- 10 2709 62709CW Sash Side Rall O 6063.76 ALUMINUM I I~- 2.058• 11 2740B 742740AW Sash Bottom Lack O FLANGE FRAME SILL FLANGE FRAME JAMB/O O6083INTEGRAL FIN FRAME HEAD 75 ALUMINUM. 3 CURVED HEADER 4 12 2765 82785W Sash Stop � 6063.76 ALUMINUM 6083-T5 ALUMINUM 13 134 68615 Addon Flange 20 1228 61228DW Vinyl Bulb,Flex PVC 70 21 1862C 71682CW Head/6111 Gasket,Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 2.05&' 3225• �Tt •976° 23 2772 72772SHK Fixed Meeting Rall Plug Gasket,Rigid PVC .050^ 1.125• +-I .050" J II.,.. -�•I F� .062• 24 4066 U086G Wstp.,187 X.230 Fin Seal I .cel• 25 2784 72784W Sash Side Rail Gasket,Polyethelyne 1.807 1.888" .050 2.°00" .087 26 1078 7121UM Balance Take out Clip '•� 1.229• 27 Vedas per sue Balance 1•+zs• 876.50• I 062 062 +•sez 28 2711 42800W Sash Cam,Nylon oez L .oso^ 1-0 29 1098 71096W Sweep Latch,Zinc I 6, i fes- .062- 30 1016 7858WW #8X.626 Ph.FI.SMS Latch Screws aa5s° 080• �� •800• F-- 1.010• INTEGRAL A FRAME JAMB/ 31 1287 71287N getting Block 1/8"x 1/2°x 11,EPDM O INTEGRAL FIN FRAME SILL O CURVED HEADER O SASH BOTTOM RAIL O SASH TOP RAIL O FIXED MEETING RAIL 32 See Kommening4SGTPSSpacerSystem 8063TBALUMINUM 6063-T6 ALUMINUM 6063-TS ALUMINUM 6083 TB ALUMINUM 6063-TS ALUMINUM 25 Sheet Quenex Super Spacer rlXf with Hot Melt Butyl 34 7 for Quanex Duraseal 35 Materials Cardinal XL Edge Spacer Der 36 Sash Bottom Look Spring sss• 37 Screen Cloth,Fiberglass PRODUCT REVISED 38 Dow Coming 899 Silicone Glazing Sealant •050• 1.187 .o3s- Bzs^ 1.1e7^ �I r 050° as ea 91116 with the Florida .874' i Bo A-No Code 40 1625 61625B Glass Bead(1/8"Glass) Noe-No. 77-0630.02 41 2719 627198 Glass Beed(3/16"Glass) •926• fes- 1.1sr . Oso^ Expiration Data 09/01/2021 42 1263 612838 Glass Bead(1/4"Glass) O SASH SIDE RAIL O SASH BOTTOM LOCK RAIL 12 SASH STOP O ADDON FLANGE Dy 10 6063•T6 ALUMINUM 11 6003-TS ALUMINUM 12 6063-T5 ALUMINUM 13 6063•T6 ALUMINUM Mlom-0a Product control a3 1253 6VTaee Glass Bead(I.G.) 60 781 PQA #8 X 1"QUAD Pn SMS 51 781P87X #8 X 1"Sq.Pn Twin Fast SMS•410 S.S. 52 1184 781LHPOA #8.15 x 1 LH TwInfast Screw Zinc ���` tJY LYN/V�'��,, 53 1186 781LHPQX #8.15 x 1 LH Twinfast Screw Zino(S.S.) 54 78X1PFTFUA #8 X 1"Ph FI u/cut SMS ' 55 78XIFPAX #8X 1"Ph FI-Stainless Steel _* ; No.58706 : 60 1/8"Annealed or Tempered Glass - /'� _ 1o7oTECHNOLocv�RIVE ao"n W. 61 3118"Annealed or Tempered Glass %p n �� BOM&PART DETAILS J ROSOWSKI 6?� � N.VENICE,FL 34275 Q 6 ATE O �: (941)480.1800 T18e7 62 114"Annealed or Tempered Glass 'i'�+'•.,FloR1oP,.•'G��` wwRm"ro xlr SH WINDOW INSTALLATION 05/11/11 83 1/8"-114•Air-1/8"An.or Temp.I.G. ��7iss/ONAL�?`�` uiRiorrswo srts/Atodre sma sn".• row" No. Rev 64 3118"-3118"Air-1/8"An.or Temp.I.G. a ';'o MILLErt,P.E. SH-200 NTS 8 OF 8 MD-SH2O0-01 D P.E.g88706 CERT.OF AM.029296