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HomeMy WebLinkAboutNotice of Acceptance (3) MIAMI I-DADE iMIAMI-BADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION Dr USI T(786)315-2590 F(786)j 15-2599 NOTICE OF ACCEPTANCEOA ECEIVED www.miamida4L.gov/economl_ PGT Industries,Inc. JAN '.3 1070 Technology Drive North Venice,FL 34275 ST. Lucia County, F'ePPfllltffleJ 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: Series "SH-200"Aluminum Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"SH Window Installation"sheets I through 8 of 8,dated 05/11/11,with revision D dated 06/16/1.7,prepared by manufacturer,signed and sealed 0 by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration dale 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, UJmodel/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. LLTERMINATION 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. NOA No. 17-0630.02 MIAMI•D ME COUNTY r' ! Expiration Date: September 01,2021 Approval Date: October 26,2017 Pagel 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-SH200-01,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)Aix 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 FSC 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-51h 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-511 Edition (2014) and FBC-6u' 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 SUBMITTED 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. Jorge M.Plasencia,P.E. Prqduct 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 VARIES. NOT RRATEEDD FFORORT L ' 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 49-IIW FOR ANCHORS IN SEE SHEETS 2&3 IMPACT RESISTANCE CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). VISIBLE LIGHT CURVED HEAD, SEESHEET6. 52-1/8'BUCKWIDTH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. -.__- 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS �~ VISIBLE LIGHT ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY REQUIRED IN B `�` W MAX 3"MAX, �-- —D UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6,SHEETS 4&S. STRAIGHT HEAD. . 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN 1-112"THICK I" C ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO . / 35.12" SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE e'MAX.FROM I '�'7� VISIBLE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE CENTER OF f j 21• LIGHT �_ VISIBLE MEETING RP178" LIGHT L MAX.O.C.i RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOF RECORD. / TIP TO 6"MAX.O.C. / 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF I f TIP SUFFICIENT LENGTH AS SPECIFIED ON TABLES 5&6,SHEETS 4&5.NARROW JOINT SEALANT IS USED ON ALL FOUR _ A 77'HEIGHT C CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND YHE SCOPE OF THESE BUCK INSTRUCTIONS. I HEIGHT 7T' B"MAX.FROM I L� 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 23" / RESIST LOADS IMPOSED ON THEM BY THE WINDOW. MAX O.C. 7)DESIGN PRESSURES: 9"MAX. 1] A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURALTEST PRESSURE,FRAMEANALYSIS AND L—�B NO ANCHORS —D GLASS PER ASTM E1300. REQUIRED IN SILL 3"MAX. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6"MAX.O.C. ASD. '62-1/8"BUCK WIDTH 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE 53.1/8^TIP-TO-TIP WIDTH REQUIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD.ANCHORS T14ATCOME TYP. FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION INTO CONTACTWITH OTHER DISSIMILAR MATERIALS SHALLMEETTHE REQUIREMENTS OFTHE FLORIDA BUILDING CODE (TESTED UNIT) (TESTED UNIT) FOR CORROSION RESISTANCE. 9)REFERENCES;TEST REPORTS FTL-6479:ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&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). Material Min.F Min.Fu GENERAL NOTES_.....................1 WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE Steel Screw 92 kel 20 kSl ELEVATIONS.............._...__._....1 SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FDR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. DESIGN PRESSURES..........2&3 PRODUCT REVISED Elco UltraGon® 155 ksl 177 ksl INSTALLATION,FLANGE.............4 �,.. WIDTH WIDTH —►{ 410 SS EIDD CreteFleX® 127.4 ksl 189,7 ksi INSTALLATION,INTEGRAL FIN...S as complying with the Florida Building Code ANCHOR QUANTITIES.................8 6063 T5 Aluminum 16 ksi 22 ksi OA-No. 17-0630.02 GLAZING DETAILS....._................7 A36 Steel 36 ksi 58 ksl/ CORNER ASSEMBLY ...............7 Expiration Date 09/01/2021 L / Gr.33 Steel Stud 33 ksi 45 ksl EXTRUSION PROFILESS . Mi ...........-.8 BY PARTS LIST_._........................._.8 mami- Product Contra HEIGHT HEIGHT j `111111111/// .............. NSF �4��'. 06/16/17-JR-UPDATED TO 1L] . :��+'; FBC 2017. EOMLUTE PROVIEWIORIEL. ARCHTOPPRCMEW/ORIEL RADIUSTOPEOIIM,LRE CODES/STANDARDS USED: -b *- ® Oeecrip8on: Dmrn BY •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION _ �A 6 Z )-Ty �` 1070 TECHNOLOGY DRNE GENERAL NOTES&ELEVATION J ROSOWSKI •2014 FLORIDA BUILDING CODE(FBC),STH EDITION .OT BT +:.!(/ N.VENICE,FL 34275 •ASTM E7300-09 ..... \��� (941)480-1600 Tide Date: .AANSI/AF&PA NDS-2015 FOR WOOD LUMINUM DESIGN MANUAL,ADM-2015 '�,/"I,O E%N�?��` IDs 017 SH WINDOW INSTALLATION 05/11/11 -A Sl 5700.12 111111 A LMGMRESERVED Seri lModeL• Sale: Sheet Dmring Na. Rer. •AISC 360-10 ALYNN MILLER,P.E. CERT.OFALITH.#29298 SH-200 NTS 1 OF 8 MD-SH900-01 D P.E.#68705 7ASLE 1: TASLE2: PRODUCT REVISED Maximum Design Pressure ibs/ft2 for Glass Monolithic Glass es as camp Ing with the Florida Sash Heighiz ) Type A, Fin 8 Flange Frame Types Building Cede Window A 116"Annealed NOA-No. 17-0630"02 Height' (see Figure A,this sheet) Maximum Window Widths 8 118"Tempered Expiration Date 09l0112021 19-118" 26-1/2" 33. 37" 41" 45" C 3116"Annea{ed gr 49° 53-11$" _ c"'�.. 23" 11-9116-(Equal Ute) +55.0 90.0 +55.0 _90,0 +55.0 90.0 +55.0 -90.0 +55.0 -90.0 +55,0 -9D.p +55,0 -90.0 +65.0 -90,0 M1amP-D� e rroduct control D 3115'Tempered under 189115' +55,0 .50.0 +55.0 90.0 +55.0 -75.2 +55.0 -65.5 +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 Ute) +55.0 -90.0 +55.0 90.0 +55,0 84.2 +55.0 -74.5 +55,0 -66.5 +55.D -61.0 +55.0 -57.7 +55.0 -55.0 F 114"Tempered over!&9116" +55,0 -90.0 +55.0 •90.0 +55.0 -75.2 +55,0 -65,5 +55,0 -57-31+50.21 .50,2 +44,8 44.8 +39.9 39.9 under 15-7/8' +55.0 -90.0 +55,0 -57.1 +55,0 -73.4 +55,0 -63.8 +55,0 -56.8 +50,0 -50.13 +44.8 -44,8 +40,0 -413.0 38318" 15-718"thru 19-3118°3 +55,0 -MO +55.0 -90.0 +55.0 -78.7 +55.0 -68.0 +55,0 -58.5 +51,1, "51.1 +45,9 -45.9 1+41.3 -41.3 19-114(Equal Lite) +55,0 -90.0 +55,0 -913.0 1+55.0 -827 +55,0 1 -72.6 1+55.0 -63.5 +55.0 57.9 +54,2 -54,2 +51.5 51.6 _Insulated Glass Types _ over 19-IW +55,0 -90.0 +55,0 -87:1 +55,0 -73.4 +55,0 1 -63.8 1+55.0 56,8 +50,0 50.0 +40 .44,8 +40,0 .40.0 (} 118"Annealed,1!4"Airspace,118"Annealed under 19-9116" 9 +55.0 -81,5 +55.0 -723 +55.0 -61.3 +55,0 55.3 +50.5 -50.5 +45.8 -46.8 +420 -42.0 +38,7 -38.7 H 3116'Annealed,3/16'Airspace,118"Annealed 19-9116'thru 22-112" +55.0 -90.0 +55.0 -87.9 +55,0 -74.0 +55,0 1 •64.3 +56,0 -56.9 +50,1 -50.1 +44,8 -44.8 +40.0 -40.0 i 1!8^Tempered,1/4"Airspace,1!8"Tempered � 229116"(Equal Ute) +55.0 -90.0 +55.0 -90.0 +55.0 -78.8 +55.0 68.1 +55,0 58,5 +51.1 51,1 +46,0 46.0 +q1.4 41.4 3/16"Tempered,3/16"Alispace,1/8"Tempered over 22-9/16' +55.0 -81.5 +55,0 72.3 +55,0 -61.3 +55.01-:55.3 +50,5 50.5 +45,8= -45,8 +420 -42,0 +38.7 38.7 under 20-118' +55.0 -71.6 +55.0 t 528 +55.0 -55.4 +50,3 50,3 +45,9 45.9 +41.7' -41.7 1+38.91 -38.9 +36,2 -36-2CQ r Y ❑ 491 20.1/8"thru 24112"3 +55,0 -90.0 +55.01 -82.5 +55.0 -69.5 +55.0 -61.6 +55.0 -65.4 +49.3 -49.3 +44,6 -44.6 +40,0 -40.0 '"aa FIGURE A'SASH a p 24 9/i6"(Equal Ute) +55,0 9pA +55,0 913.0 +55,0 -76.4 +55.0 66.5 +55.0 57.8 +50.4 SD.q +45,0 45.0 +40.1 40.1 CROSS SECTION ❑ C z 5 LO � over 24-9/16' +55.0 71.6 ,+55.0 .628 +55,0 55,4 +50.3 -50.3 +45,9 -45,9 +41.7 -41.7` +38,9 -36,9 +36.2 -36.2 (WITH MONOLITHIC N .-W �o Q N GLASS) under 2013116" +55,13 67.8 +650 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 Om � `� T 20.13/16'thru 25S1i6"3 +55.0 69.6 +55 0 80.3 +55,0 67.7 +55.0 80.8 +54,2 54.2 +4g.0 49.0 +44,2 -44.2 +40.0 -40.0 -,a a e 505!8" 25.318°(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -75,4 +S5A 65.7 +55.0 t 57.4 +50.3 50.3 +44.5 44.9 +3g,9! 39.9 I ui' o 2 a ° over 25318" +55.0 -67.8 +55,0 -59.9 +53.3 -53.3 +48,5 -48,5 +44,1 -04.1 +40,2 -40.2 +37.6 -37.6 +34.8 -34.8 Ij E Z O a C) under 24-15/16" +55.0 -66.0 +418 1 43.8 +41.91 41.9 +39,1 -39.1 +36.0 -36.0 +32,6 -32.6 +30,0 .,30.0 1+27,6 -27.6 Ij j 1- euv 61" 34-15f16'thru 30-112"3 +55,0 -75,0 +55,0 -66.0 +55.0 -57A +61,9 -51.9 +47.4 •47.4 +43,2 -43.2 +39,9 -39.9 +37.3 -37.3 j Z < LL 30-9/16-(Equal Lite) +55,0 -87.9 +55.0 75.8 +55,0 -66.6 +55,0 -59.7 +53,5 -515 f+48.7 48.7 +43,9 -43,9 1+39,91 -39,9 VISIBLE LIGHT i� HEIGH9jSHr � � 0 over 30-9116" +55.0 -67.8 +55,13 -59.9 +53,3 -53.3 +48,5 48.6 +44,1 -44.1 40. +40.2 2 +37.6 -37.6 +34.8 -34.8 HEIGHT under 25314" +54,7 54.7 +41.2 -41.2 +40,3 40.3 +37,8 -37.6 +34,6 34,6 +31.3 31.3 +26.9 -28.9 +26.5 -26.5 SASHHEIGHT-3.9/18' If z r"ays 111 rn �" 25314 thru 31-112°3 +55.0 -720 +55.0 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 _ O Z 31-9116"(Equal Ute} +55,0 83.9 +55.0 -71.7 +55.0 64.8 +55,0 -68,2 +52.4 52.4 +47.9 -47.9 +43,3 -43.3 +39.7 -39.7 L1 ¢ a- -53.3 l over 3l-9/16" +55.0 67.8 +55.0 59.9 +53.3 -53.3 +48,5 48.5 +44.1 44.1 +413.2 402 +37,6 37,8 +34,8 3q,e ° (.7 z o under 29-&41 +53,3 53.3 +39,7 39.7 +39.1 39.1 +36.7 36.7 +33.4 -33.4 +30.3 -30.3 +26,0 -28,0 +25,8 25.6 Ii N 29-314"thru 36112°3 +55-0 -61.0 +52,13 -52.0 +48,2 -48.2 +44.0 -44,0 +40.1 -40.1 +37.0 37,0 +34.1 34.1 +31.4 31,4 LI x = 73" Q r!} C/3 369116"(Equal Ute) +55.0 68.3 +55.01 56.3 +52.1 52.1 +51.5) 51.5 +47.01 -47.0 +42,7 -427 :+39,6 -39.6 +37.0 -37.0 rim sao sau s over 36-9/16" +55,0 -67.8 +55,0 56.3 +52,1 52.1 +48,5 48.5 +44.11 44.1 +402 -40.2 +37.6 37.6 +34.6 -34,8 ``Fill under 313/4' +53.3 53.3 +39.7 39.7 +39.1 -39,1 +36.7 36.7 +33.4 33A +30.3 3D.3 +28.0 '28.0 +25.8 -25.8 tiv` �yy LYN11r ffi 78" 31-314"thru 39"3 +550 -58.3 +43,0 1#810 +45,2 -45,2 +41.2 -41.2 +37.9 37.9 +34,8, -34.8 +31.7 -31.7 +29.5 -29.5 �`�`��'yIGENs4cJ�(�i! 39.1/16"(Equal Ute) +55.0 1 -62.5 +50.8 50.8 +46.3 -46.3 +45.2 -45.2 +442 -44,2 +40,3 40,3 +37.7. 37.7 +3d.9 34.9 �� NOTES No.587 *' r Tip-to-Up dlmenslons forfange windows shown.Forfin windows or buck dimensions,subtract 11. 05 2Overall sash height.For clear daylight height,Subtract 39116° (TY . 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 118' 3 Size range Includes the standard pro-ViewANNEALED GLASS PE A}.(3-over-2 configuration)for the given Window Height. O 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH ATE For overall sash width,subtract 2-151161 from the buck dimension. '© Z OR HEIGHT DIMENSION SHOWN ON THE TABLE. WINDOW HEIGHT-SASH HEIGHT CANNOT FXCEED 53". A LYNN MILLER,P.E. P,E.i15a7a5 INSTALLATION DETAILS FOR FLANGE FRAMES coNCRETE1cMu CONCRANCHOU PER ANCHOR PER ANCHOR ' OPTIONAL ADDON 13 EMBEDMENT REQUIREMENT REQUIREMENT TYPE, FLANGE INSTALLATION FLANGE Q HEAD, O 3 EMBEDMENTAND EDGE SILL&OAPA69 ,..:•: 114•MAX 40 27 EDGE DISTANCE OPTION 1 DISTANCE SHIM PER SUBSTRATE, CURVED HEADER EDGE 12 60 10 SEE TABLE 5, INSTALLATION INTO WOOD DISTANCE n THIS SHEET. 2X SEE NOTE 2,THIS SHEET. EMBEDMENT TYP.ANCHOR EMBEDMENT 38 1/ EMBEDMENT EDGE � MA 1/4'MAX XJ 'ANDEDGE _ :'p;� i'' DISTANCE SHIM SHIM DISTANCE PER 24 3 IF SUBSTRATE,TYP.ANCHOR TYPE, SEE TABLE 5, 3235 1465" II EMBEDMENTAND THIS SHEET.EDGE DISTANCE ALLATION 43 64 ExrEwQR INSTALLATION 36 PER SUBSTRATE, INSTALLATION OPTION 3 II SEE TABLE 5,THIS OPTION VISIBLE LIGHT WIDTH INSTALLATION ANCHORS VISIBLE II SHEET. STRAIGHT HEADER OPTION 2 THROUGH 1XBUCKSTRIP LIGHT I INSTALLATION ONTO INSTALLATION BUCK WIDTH HEIGHT I 60 WOOD 2X.NO'ANCHORS - ANCHORS DIRECTLY TIP-TO-TIP WIDTH INTO MASONRY. 30 REQUIRED AT HEADER INTO MASONRY. HORIZONTAL SECTION A-A �I 291/4"MAXSHIM TALES EGRESS FORMULAS #12 STEEL Anchor Min.Edge Min. SELF-0RILLING Group Anchor Substrate Distance Embedment 40 SMS(G5),SEE (EQUAL-LITE) TABLE 5,THIS P.T.Southem Pine(SG=.56) 9116" 1318" 2.751" 9 SHEET #12 Steel SMS Aluminum,606&75 min. 3/8" 1/6" WIDTH:TIP-TO-TIP WIDTH-4' BUCK USE EITHER -- A Screw(G5) Steel Stud,Gr.33 min. 3/6' 0.0346(20 Ge) HEIGHT:TIP-TO-TIP WIDTHI,2-65/16" EXTERIOR INSTALLATION HEIGHT LATCH(#29)OR A36 Steel 318• 0.0346(20 Ga) BOTTOM LOCK OPTION 4 VISIBLE LIGHT FORMULAS 32-35 (#11).TESTED INSTALLATION P.T.Southern Pine(SG=.55) 1° 13/6" (EQUAL-LITE) TIP-TO-TIP UNIT LOCATION: ANCHORS B 114'Steel Ultmoon Concrete(min.2.9 ksl) 1' 13/8 WIDTH(SASH):TIP-TO-TIP WIDTH-S-1/16• HEIGHT 37 I I 6516"FROM DIRECTLYINTO Unglouted CMU,(ASTM C-90) 2-112• 1-1/4• WIDTH(FIXED):TIP-TO-TIP WIDTH-4" I 64 VENT END. MET•AI-• P.T.Southem Pine(SG=.55) 1' 1-3/g" HEIGHT:(TIP-TO-TIP HEIGHT-7-1/16")12 VISIBLEII 3 C 114°410 SS CreteFlex Concrete min.3,35 ksl) 1" 1-314" LIGHT II 7 �i 36 DA MULLION, Ungmuted CMU,(ASTM 0.90) 2.1121-114• HEIGHT ALUMINUM,STEEL FRAMING OR EXTERIOR 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS STEEL STUD.SEE SUBSTRATE I�I ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL PRODUCT REVISED I4 PROPERTIES,TABLE 5,THIS SHEET. �J 2)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 191=1y" s complying with the Florida II II 3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI. Ballding Code NOTES NOA-No. 117-0630"02 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. Expiration Dato 09/0'1/2027 2.254" 31 20 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. By BUCKWOODSTRIP, 2 iX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS Miam1-0a roduct Contro 2XWOOD SEE NOTE 2, (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION 19 THE RESPONSIBILITY OF THE THIS SHEET. ENGINEER OR ARCHITECTOF RECORD. 111117 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO �� / Reviskm REFERRED TO AS DAYLIGHT OPENING)IS `�� pNY LYNN �.,�� MEASURED FROM BEADING TO BEADING. •t�:''3GENSF''•� i 114'MAXSHIM UPDATED TABLE 5. .. No.58705 NO ANCHORS, CONCRETE PER REQUIRED IN '•'. ANCHOR - / - Desutpticn: Urorn FLANGE •.'4� ' REQUIREMENT `� ' 0 r�;�� 1070 TECHNOLOGYDWVE FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI FRAME SILL •'�" �'p STATE (V` N.VENICE,FL 34275 �� OT, • T'9e: :FtoR�Da,•''��', (sa1)46a1soo SH WINDOW INSTALLATION 05/11/11 E�G�� covmrHro 2017 VERTICAL SECTION B-B '�//�lN�A{ L'11t11�`� u rwG°ns�ERVE Serfw11ed� � ��� D-*"g No. Rer A LYNtS MILLER,P. SH-200 NTS 40F8 MD-SH2O0-01 D P.E}!58705 CERT.OF AU7H.#29298 EDGE EDGE DISTANCE INSTALLATION DETAILS FOR FIN FRAMES EDGE DISTANCE 1/4°MAXSHIM EDGE TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE Imo— 1/4'MAX SHIM DISTANCE EDGE DISTANCE PER SUBSTRATE,SEE I TYP.ANCHORTYPE, TABLE 6,THIS SHEET EMBEDMENT AND EDGE 2X WOOD,SEE 2X WOOD,. DISTANCE PER SUBSTRATE, O NOTE 2,THIS INSTALLATION 2X WOOD,SEE NOTE 2,THIS SHEET EMBEDMENT SEE NOTE 2, SEE TABLE 6,THIS SHEET. SHEET OPTION 5 EMBEDMENT THIS SHEET HORIZONTAL SECTION C-C CURVED HEADER EDGE SE WOOD, 6 EDGE SEE NOTE 2, 40 27 INSTALLATION DISTANCE DISTANCE THIS SHEET 26 ANCHOR(SCREVV) D d 12 60 10 THROUGH THE FIN EDGE I EDGE -3 J( � EMBEDMENT DISTANCE 1 DISTANCE T EMBEDMENT 1/4'MAX SHIM I# 114°MAXSHIM 6 TYP,ANCHOR TYPE, 38 EMBEDMENTAND I NCHOR7YPE, __ 1 4" EDGE DISTANCE I 4 EMBEDMENT TYP.AP.AAND EDGE 24 INSTALLATION PER SUBSTRATE, OPTION 6 I SEE TABLE 6,THIS I DISTANCE PER SUBSTRATE, INSTALLATION 1 1 I 1 SEE TABLE 6,THIS SHEET. 64 INSTALLATION ANCHOR SHEET. OPTION 5 325 INSTALLATION EXTERIOR (NAIL)THROUGH THE FIN VISIBLE 38 OPTION E INSTALLATION 43 LIGHTSTRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIGHT WIDTH HEIGHT li 60 30 THROUG14THEFIN INSTALLATION ANCHOR BUCK WIDTH SII 29 •(NAIL)THROUGH THE FIN MULLION SECTION EGRESS FORMULAS EDGE DISTANCE DADE APPROVED MULLION,MAY BE (EQUAL-LITE) 40 VERTICAL OR HORIZONTAL.MAX. 8 1/4"SHIM.SEE SUBSTRATE EIGHT:BUCK HEIGHT2-5-13/16° EXTERIOR rO INSTALLATION PROPERTIES,TABLE 6,THIS SHEET. 2.751" USE EITHER OPTION 7 LATCH(#29)OR INSTALLATION VISIBLE LIGHT FORMULAS BUCK BOTTOM LOCK ANCHOR(SCREW) EXTERIOR 6 (EQUAL-LITE) HEIGHT 32-35 (#11).TESTED THROUGH THE FIN 1!4'MAX SHIM �( v WITH FIN WIDTH(SASH):BUCK WIDTH-41f16' 37 it UNIT LOCATION: REMOVED WIDTH(F0(ED$BUCK WIDTH-3' 1 65/8"FROM TABLE 6: HEIGHT:(BUCK HEIGHT-6-1/16•)!2 J� I VENT END. #10 STEEL SELF-DRIWNG Anchor Substrate MIR.Edge Min. VISIBLE II 7 SMS(GS) Distance Embedment LIGHT ISI I 36 HEIGHT ISI � 2-112'X.113-Box Nail P.T.Southern Pine(SG=.55) 1/2" 2-7/16" I 2-117'x.131"Common Nall P.T.Southern Pine(SG=.55) 9/16' 2-7/16" PRODUCT REVISED T I I 11 s complyln with the Florida 1 II I EXTERIOR 6 2-1/2"X.145'Roofing Nell P.T.Southern Pine(SG=.55) 9/16° 2-7/16" eulldin9 t0d90 V P.T.Soulhem Pine(SG=.55) 314° 1-318" NOA-No. 17.0630,02 43 Aluminum,6063-T5 min. 3B" 1/e" Expiration Date 09/01/2021 #10 Steel SMS Screw(GS) ALUMINUM/STEEL FRAMING OR STEEL Steel Stud,GG 33 min. 3/B" 0.036 D 2.254' 31 20 STUD.SEE SUBSTRATE PROPERTIES, y —• TABLE 6,THIS SHEET. A38 Steel 3/8" 118" IV rol ml- roduct Cont 5 NOTES 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE 1)USE ONLY SUBSTRATE2)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI. - 1/4'MAX SHIM APPROPRIATE ANCHORS LISTED Ravfs'on: A.T.: ON TABLE 6 OF THIS SHEET. NY LYNNTYP.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE ` 0CEMBEDMENT AND EDGE 4 DISTANCE LIMITS.ANY DISTANCE PER SUBSTRATE. DE INSTALLATION OPTION SHOWN •. SEE TABLE 6,THIS SHEET. MAY BE USED ON ANY SIDE OF THE -*: No.58705 *_ EDGE WINDOW. ,�/Z = Description: onnm By DISTANCE 1070 TECHNOLOGY DRIVE FIN FRAME INSTALLATION DETAILS J ROkWSKI INSTALLATION 2)2X WOOD FI;PMING OR BUCK, �� (V N.VENICE,FL 34275 1-12"THICK OR GREATER. STATE F [(/- (y41)480-1600 Toa" Dote: OPTION 6 EMBEDMENT .n INSTALLATION ANCHOR .,F ••.,coR1Di;..•G��: SH WINDOW INSTALLATION 05/11/11 2X WOOD,SEE NOTE 2,THIS SHEET 3 VISIBLE LIGHT WIDTH OR HEIGHT SS N corvwcHTO 2111 (NAIL)THROUGH THE FIN (ALSO REFERRED TO AS DAYLIGHT �, IO'NgL`rc` 1��`` APGTWDUS IES, C. Serf odoF Scnb. Sheet: Dm-17 No, Rar. OPENING)IS MEASURED FROM q•LYf��l IIS11LiER,P.E SH-200 NTS 5 OF$ MD-SH2O0-01 D VERTICAL SECTION D-D BEADING TO BEADING p.E#5870R CERT.OFAUTH.#29296 C)v � oc� a z M 0rteEI M M;o M 0 0 00 R' ow a z . I , 00 x 0; co 0 6 - a g 50 Z. Above MR N N N Below MR my10 r 4 Z -9 t yy N w W N N w W N N » W N N N W N N N . . U . . . . . N N N N N N N N N Abate MR 3! > ... . . . . . . . . . . . . w . . . " .1. . Below MR :M ——— . . . . .r 9,i 0 g 2� N . . . . . . . . . "I. Above MR ma . . .. . . . . . . . N . . . . . . . . N . . . . . . . . . . N N N N BaImMR z ;1 < W N N W . . . . Above MR 0 aB8lmMR > 16 . . . . . . . . . . . . . . . . . . . . . Above FAR Fr P . . . . . . . . . . . . N . . W . . . . . . .1.1" N N N N » N N N N N N below MR z . . . . Above MR . . . . . . - - - - - - - —MR w . . . . w . . . . . N . . . . . . . N . . . . . . A . . . . . . . . Above MR 4 .1.1. . w . o A W W U A . N » . . . . . m . . . . . . Below MR . . .. N . . . . N . . . .. . N N w N N N w N N N w N . . . . . . . Above MR se 0 . . . . . . . . N N w N . N . . . . . . . . . . . . . N . . . . . . . Above MR . . . . . . . . . . N . . . . . . . . . . . . . . N . . . . N N N . . . . . . . . . A A W W A A U w A A N w A A N W o . . . . Q1. .1.1. Above MR . . . . . . . . . N A w w w A w W N a W W N 4 . . . . . . . . . . . sol"MR . . . . . . . . . . W N N w w N . . . . . . . . . . . . . . . . . N Nj Above MR ej 3 BotcwMR 0 . . . N » . w . . . . . . . . . . . . . Above u- . . . . . . . . . w » . . . . . . . . . . . . . SeImMR to . . . . . . . . . . . . . . . . . Above MR 'o rf) . . . . . . . . . . . . . . . . . . . . . . . . . SaI­MR u . " w . " . ok m I" . Above MR "I. . . to w m " w . . . w . to " N . . . " BaIowMR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Above MR . . . . . . . . " . ... . . . . . . . . . . . . . . . m 8.1—MR . . . . . tel . . . . . . . . . . . . . . Above MR Below MR > z . . . . . . . . . . . . . . . . AboveMR 61 >m>2 ' - . . . . . . . . . . . . . MR N . . . N » . w . . . . . . " . . . . Above > u . . . . . . . . . Bel—MR -1-1. Above MR - - - - - - - — - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . .1.1N Above MR Beim MR . . . . . . ... . . . . . . . .. . . . . . . N . Above MR'ev.M' -'-M AIR EA1 ov R Se' M, Ab EM ,MR __M. __.MR ...mMR ID _M. Bolow MR Abov..R MR Bel—MR . . . . ..N . . . . . W N N W w N . . . . . . . N N N N . -. N N N N solowmR . . . . . . . . . . . A N w w A w w A N wjA m Above MR Q1 . . . . . . . . . . m �1.1. . Below MR . . . . . . . . N W w N N w W N . . . N . . . . . . W !.. . . N .1. Above MR . . . . W » . . . N N W N N W . . . . . . . . . N . . . . . . . N N N Beim MW m Auw.MR 0 BelavMR f) gg M ov IN 0 0;0 10 0.0 > rR oT. 1070 TECHNOLOGY DRIVE ReWilm N.VENICE,FL 34275 EW cz ma (041)480-1600 a'0 > a'a ra MZ'>'0 f- COPYPIG14TO2017 -�a*:-�- a- .0 => FGT INDLIS-MMS,INC. M > 2:: CERT.OF AUTH.M296 ALL RIGHTS RESERVED ANCHOR SPACING 05/05/11 03 .......... r— 0SH WINDOW INSTALLATION jg6jJ RO'SOWSKI M loM SH-200 J�J�, NTS[�16 OF 8 MD-SH200-011.:-'l D PRODUCT REVISED g as complyin with the Florida ANGLED/CURVED ANGLED/CURVED DMA-No.totlRe 17.0630.02 FRAME FRAME Expiration Date 09/01/2021 ASSEMBLY 90'CORNER ASSEMBLY By FRAME Miami O e Product Control 90°CORNER ASSEMBLY FRAME ASSEMBLY � 6 3 21 21 ! b 1 50 51 3 1-WEEP 1'WEEP NOTCH@ b 8 NOTCH @ EACH END c EACH END � I _ 2 5 ¢ FLANGE FRAME j 50 51 SHOWN,FIN 50 51 MITERED FRAME FRAME SIM¢AR WITH FRAME MITERED FRAME WELDS AT WITH FRAME LUj .�a8 SCREW BOSSES WELDS AT ? SCREW BOSSES O` O ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAI o > o U) o 1/2'MOM. 1/21 NOM. (9 v 0 [9 01,0 N GLASS STACK GLASS STACK OJ m `� ' U) 114"AIRSPACE 3116"AIRSPACE 0 LL o �e t/8°ANNEALED OR 31161 ANCO N OR .�J 1!4"ANNEALED OR 118"ANNEALEDOR 3/18"ANNEALED OR 3: aMaO TEMPERED GLASS TEMPERED GLASS I TEMPERED GLASS TEMPERED GLASS 1/8°ANNEALED OR TEMPERED GLASS 118°ANNEALED OR U U a S s Q Z TEMPERED GLASS TEMPERED GLASS FW-Z Co a < O ,oN g0 11 61 I'I �� j 63 I 64 O In J.. OMG 40 II 8—\ IIIT 42 II 43 11 II 43 i > 3/8°NOM, I I 318"NOM. I I 3/8"NOM. II 318"NOM. I Z`" to I 3/8"NOM. III I' i GLASS BRE GLASS BITE II I 38 GLASS BITE II I 38 Q GLASS SITE GLASS BITE I�I 38 38 38 32-35 32-35 ® � 0 Z 1"vs N 00 to Q to Q ez O W z O 1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL Q GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J ALUMINUM e111 -nsep saua SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE ` F111111T// % SILICONE 5/16"NOM. �� N`{LYNN �/1 I STRUCTURAL 5/16"NOM. SEAL �Q,.••""'••M/� i 1/4'NOM. FOAM 3/18"NOM. SILICONE SEAL ` VCENy^F''.�� POLYISOBUMENE WITH BUM& ROLL-FORMED WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL FOAM *; NO.56705 EXT,GLA55 EXT.GLASS EXT.GLASS EXT.GLASS O� ' S��/ ,��+ INT.GLASS INT.GLASS INT.GLASS % -.• "401101",.:G,?� INT.GLASS �'1s`S/ONA1-�?`�� 3z KODISPACE 4SG TPS 33 SUPER S PACER®NXT Tm 34 DURASEAOSPACER OXL EDGETNSPACER 7A.LYNN MILLER,PA. P.E.#68708 i item POT PGT Part# Description # Dwg.# I 1 2703E 1 62703EW Flange Frame Head 2 2751E 62751SW Flange Frame Sill 'a. 3 2781 62781W Flange Frame Jamb/Curd Header • .050, G62' 2- 0012 4 2713 62' 1.125, 62713BW Integral Fin Frame Head 2.60T 5 2714E 62714EW Integral Fin Frame SHI AEG, 6 2782 .050" 62782W Integral Fin Frame Jarnb/Cumd Header 809, soo- 7 2706 62706DW Sash Bottom Rail 11 a, .0E2 .869 8 2707 62707CW Sash h-Rail 050, .062" 500, 62739W Fixed Meeting Rail 5,1, ", 9 2739 �.05(r .062, 10 2709 62709CW Sash Side Rail 7 FLANGE FRAME HEAD 11 2740E 742740AW Sash Bottom Look R63-1`6 ALUMINUM 2.056- .050, FLANGE FRAME JAMBI .067 FLANGE FRAME SILL 6063-TS ALUMINUM CURVED HEADER 4 INTEGRAL FIN FRAME HEAD 12 2785 62785W Sash Stop (D 06063-T6ALUFANUM 6063-175 ALUMINUM 13 134 66615 Addon Flange 20 1226 6122BOW Vinyl Bulb,Flex PVC 70 21 16620 71682CW Head/Sill Gasket,Polyethelyne 22 1270 7PADI 18 Open Cell Foam Pad 2.066* 1.225' .976* 4066 —4— .062- 23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC .050" 24 640136G Wstp.,187 X MO Fin Sea] c. 25 2784 72784W Sash Side Rail Gasket,Polyethelyne 2.000' 1.807* 1.898, 26 1078 1 7121UM Balance Take-out Clip 1. .050--� Xar '17r, — -'5 1.229' 27 Varies per Size Balance 1,125" .050, .062' 82' 26 2711 42800W Sash Cam,Nylon 1 1976* 1 .06 .062' 29 1096 71096W jsweep Iatoh,Zinc 06? 30 1016 7858WW 1#8 X.625 Ph.Fl.SMS Latch Screws .92b 31 1267 71267N ISetting Block 1110'x 1/2x i",EPDM INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB? 1.010* CURVED HEAD SASH BOTTOM RAIL SASH TOP RAIL FDD MEETING RAIL —32 Sae Kommeding 4SG TPS Spacer System 6063-T6 ALUMINUM ER 6063-TS ALUMINUM M G) 6083-T6 ALUMINUM 6063-T6ALUMINU 6063-T6 ALUMINUM 33 Sheet Quanex Super Spacer nXr with Hot Melt Butyl -'iT 7 for Quanex Duraseal -35- Materials Cardinal)(L Edge Spacer 36 Sash Bottom Lock Spring 865' 37 Screen Cloth,Fiberglass .050, i.lar .039' 1.187' PRODUCT REVISED 38 Dow Coming$99 Silicone Glazing Sealant .050, an cornpiCode ing with Theffolorida 61525B Glass Bead(1/8"Glass) Building 0 e 40 1625 NOA-No. 117-41630.02 41 2719 627198 Glass Bead(3/16*Glass) .926, osY .,a, -tI--But-09/011202142 M3 T E-PI — 61263B Glass Bead(1/4'Glass) SASH SIDE RAILSASH BOTTOM LOCK RAIL SASH STOP ADOON FLANGE by —0 1253 6VT48B Glass Bead(I.G.) %63-Te ALUMINUM 6003-TS ALUMINUM 6063-T5 ALUMINUM 6063-T6 ALUMINUM MISMI a Product Control so 781POA #8 X ill QUAD Pn SMS �'-n�Prldu Control 51 781PSIX #8 X 1-Sq.Pn Twin Fast SMS-410 S.S. 52 1184 781LHPQA #8-15 X I LH Wrifest Screw Zinc LYNJV 53 1186 78ILHPDX #8-15 x 1 LH TWinibst Screw Zinc(S.S.) z ......'s. **'-.1CF1.9S';' v 54 78XIPFTFUA #8 X I'Ph F)ulcut SMS 55 78XI FPAX #8 X I"Ph Fl-Stainless Steel No,58705 50 1/8'Annealed or Tempered Glass Z '1070TECHNOLOGY DRIVE • BOM&PART DETAILS 61 3116"Annealed or Tempered Glass Q- N.VENICE,FL 34275 J ROSOWSKI (941)480-1600 Vale: 62 1/4'Annealed or Tempered Glass R —j731 1 1/8*-1/41'Air-116"An.or Temp.I.G. SH WINDOW INSTALLATION 105111/11 PGr 64 3/16"-3M 6"AIr-118"An.or Temp.I.G. E. no. Rev CERT.OF SH-200 :NjSJ' 870 F 8 MD-SH200-01 D