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HomeMy WebLinkAboutProduct Approval (4) MIAN1!-DADE o MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: FILE '" �. 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 AHD(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"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.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, . model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 MtQMFDADE COUNTY Expiration Date: September 01,2021 e Approval Date: June 16,2016 �t� l� 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-5th 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-511' 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 rez,P.E. Product Contr Exa iner NOA No. 6- 5.02 Expiration I?ate: September 01,2021 Approval Date: June 16,2016 E-1 GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53-1/8'°TIP-TO-TIP WIDTH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52.118"BUCK WIDTH 52-1/8'BUCK WIDTH NO ANCHORS qg1/g" 49.1/8" 3)FOR MASONRY APPLICATIONS IN ANCHOR EVA COUNTY,USE ONLY SOUTHERN PIE COUNTY APPROVED MASONRY REQUIRED IN VISIBLE LIGHT " VISIBLE LIGHT ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE FLANGE 9'MAX. MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&6,SHEET 4&5. B 3"MAX,FRAME HEAD —� f►--- --+'D 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A C 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED r DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-I/2'THICK OR GREATER.IX AND 2X BUCKS 8"MAX. 35-1/2' FROM — —•—I— T (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING I //jT��1 21' LIGHT VISIBLE RAIL I MAX.O.C. 78" --/•�'--1 LIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF TIP-TO 6°MAX.O,C. SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6.SHEET 4&S.NARROW JOINT SEALANT IS USED ON ALL TIP FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING -- --------- n"HEIGHT STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK C OF THESE INSTRUCTIONS. / — � HEIGHT / i — 7T 8'MAX.FROM I_ BUCK 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF HEIGHT SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL / 23' / 7)DESIGN PRESSURES: 1 MAX.O.C. A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E7300. NO ANCHORS REQUIRED J B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME B" •—�B D ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL 3'MAX' 6'MAX.O.C. B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 331/3°%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP. FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. TESTED UNIT (TESTED UNIT) ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FTL-8479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS: 4001 SERIES(FIN FRAME). DESIGN PRESSURE RATING IMPACT RATING GENERAL NOTES........................1 VARIES, NOT RATED FOR ELEVATIONS................................1 SEE SHEETS 2&3 IMPACT RESISTANCE DESIGN PRESSURES............2&3 INSTALLATION,FLANGE.............4 STANDARDS USED: INSTALLATION,INTEGRAL FIN...5 WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE •2014 FLORIDA BUILDING CODE(FBC),STH EDITION ANCHOR QUANTITIES.................6 SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. -ASTM E1300-09 GLAZING DETAILS.......................7 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY...................7 •ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES................8 f•�— WIDTH WIDTH •AISI-5100-071S2-2010 PARTS LIST...................................8 PRODUCT REVISED / I / an complying with the Florida lluilding.D TG,t55o5.0 Acaptanee fJo 2 Sa ti1'(AI v/ /�� Revised Sr. Date. Revision: Pim1 nDoea Q) HEIGHT •''\'' ....... (��� �% JR ADDED IG SPACERS, HEIGHT �•;.• r,c^lu- 04/22/16 CORRECTED SASH HEIGHTS 6Y / / �/ Z': ••.:4 Revised By: Date: Revision: Miam'Dade Product Cm1 No.58705 -- DesaAFUon: Orawn By: �. • 5 2 1 b 1 GENERAL NOTES&ELEVATION J ROSOWSKI ..1,i•., I.T -OF :J EQUALLRE PROVIEW!ORIEL ARCHTOP PROVIEW/ORIEL MDIUSTOPEWAL LITE ✓•�'•. It � .^ 1070 TECHNOLOGY DRIVE Afle: Gate: ..O......' .;1 N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 �,,;, •,�'�•;��� L.•�;,`. P.O. BOX 1529 ,,I I�I,•\, NOKOMIS, FL 34274 Sedea/Modeh Scafe: Sheet Orawirlp Na. Rer. A.LYNNMILLFI;P.E. CERT. OF RUTH. 829296 SH-200 NTS 1 OF 8 MD-SH2O0-01 C P.E.068705 TABLE 1: TABLE 2: T Glass ass ypes Maximum Design Pressure(lbs/ftz)for Glass Type A, Fin 8 Flange Frame MonoPRODUCT REVISED Window Sash Helght2 A 1/8"Annealed as mmplyis with the FlarkU 1 (see Figure A,this sheet) Maximum Window Width' Building code Height B 118"Tempered A-,I&I.Nu 16 0505,OP- 19-1/8' 219-1/8" 1 26-1/2" 33" 37" 41" 45° 49" 53-1/8" C 3/18"Annealed nx°im�i�Dala 'moi 23" 11-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 50.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 Dy D 3/16"Tempered Miami ade Product under 18-9/16° +55.0 -90.0 +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 59.9 E 1/4"Annealed 37" 18-9/16°(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -84.2 +55.0 -74.5 +55,0 -66.5 +55.0 -61.0 +55.0 57.7 +55.0 55.0. F 114"Tempered over 18-9/16" +55.0 -90.0 +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 59.9 r under 15.7/8" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55.0 -63.8 +55.0 56.8 +50.0 50.0 +44.8 -44.8 +40.0 -40.0 Y .- a 36318" 15.7/8°thru 193/16"3 +55.0 -90.0 +55.0 -90.0 +55.0 -78.7 +55.0 -68.0 +55.0 58.5 +51.1 51.1 +45.9 135.9 +41.3 -41.3 TABLE 3: e- 19.1/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 .82.7 +55.0 -72.6 +55.0 -63.5 +55.0 57.9 +54.2 54.2 +51.5 51.5 Insulated Glass Types O Cl) o 4 over 19-1/4" +55.0 50.0 +55.0 57.1 +55.0 -73.4 +55.0 -63.8 +55.0 56.8 +50.0 50.0 +44,6 -44.8 +40.0 40.0 G 1/8"Annealed,1/4"Airspace,1/8"Annealed O � Z N under 19-9/16" +55.0 -81.5 +55.0 -72.3 +55.0 51.3 +55.0 55.3 +50.5 -50.5 +45.8 .45.8 +42.0 -42.0 +38.7 58.7 H 3/16"Annealed,3116"Airspace,1/8"Annealed --3 O 2 19-9116"lhru 22-112"3 +55.0 -90.0 +55.0 -87.9 +55.0 -74.0 +55.0 54.3 +55.0 58.9 +50.1 50.1 +44.8 114.6 +40.0 -40.0 F 45° ! I 1/8"Tempered,1/4"Airspace,1/8"Tempered g 22-9/16°(Equal Lite) +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 +41.4 41.4 3/16"Tempered,3/16"Airspace,118"Tempered J over 225116° +55.0 -81.5 +55.0 -72.3 +55.0 -61.3 +55.0 55.3 +50.5 50.5 +45.8 -45.8 +42.0: 42.0 +38.7 58.7 00 F under 20-118" +55.0 -71.6 +55,0 -62.8 +55.0 55.4 +50.3 50.3 +45.9 45.9 +41.7 i 41.7 +38.9 58.9 +36.2 56.2 InU. 204/8"thru 24.1/2"3 +55.0 -90.0 +55.0 -62.5 +55.0 -69.5 +55.0 -61.6 +55.0 55.4 +49.3 -49.3 +44,6 -44.6 +40.0 40.0 c2 Z $O 49" FIGURE A:SASH 4= 24-9116"(Equal Lite) +55,0 -90.0 +55.0 -90.0 +55.0 -76.4 +55.0 58.5 +55.0 57.8 +50.4 50.4 +45.0 45.0 +40.1 110.1 B CROSS SECTION A Q O over 24-9116" +55.0 -71.6 +55.0 52.8 +55.0 -55.4 +50.3 50.3 +45.9 -45.9 +41.7 -41.7 +38.9 -38.9 +36.2 56.2 (WITH MONOLITHIC W 0 Cj) GLASS) under 20-13/16" +55.0 57.8 +55.0 59.9 +53.3 53.3 +48.5 48.5 +44,1 -44.1 +40.2 -40.2 +37.6 57.6 +34.8 54.8 D Z a Z 2013/16"thru 255/16"3 +55.0 -89.6 +55.0 -80.3 +55.0 -67.7 +55.0 -60.6 +54.2 54.2 +49.0 49.0 +44.2 i X4.2 +40.0 -40.0 A1,11 505/8" 253/8"(Equal Lite) +55.0 -90.0 +55.0 50.0 +55.0 -75.4 +55.0 -65.7 +55.0 -57.4 +50.3 50.3 +44.91 -4.9 +39.9 -39.9 N W Z over 25-3/8" +55.0 -67.8 +55.0 59.9 +53.3 53.3 +48.5 -48.5 +44.1 44,1 +40.2 X0.2 +37.6 57.6 +34.8 54.8 i� O D' 2 O under 24-15116" +55.0 -56.0 +43.8 113.8 +41.9 41.9 +39.1 39.1 +36.0 56.0 +32.6 -32.6 +30.0 f 50.0 +27.6 -27.6 i Z W N 61" 34-15/16"thru 30-1/2"3 +55.0 -75.0 +55.0 -66.0 +55.0 57.4 +51.9 51.9 +47.4 -47.4 +43.21 -43.2 +39.91 -39.9 +37.3 -37.3 I� SASH $ g fA C9 X 30-9/16"(Equal 55.0 -87.9 +55.0 -75.8 +55.0 -66.6 +55.0 -59.7 +53,5 53.5 +48.71 -48.7 +43.9 -43.9 +39.9 59.9 VISIBLE LIGHT ( q Lite)) HEIGHT jl HEIGHT '� W over303/16" +55.0 -67.8 +55.0 59.9 +53.3 53.3 +48.5 48.5 +44,1 .44.1 +40.2 -40.2 +37.6 57.6 +34.8 54.8 = j a d I' under 253/4" +54.7 54.7 +41.2 131.2 +40,3 -40.3 +37.8 57.8 +34.6 54.6 +31.3 -31.3 +28.9 -28.8 +26.5 -26.5 SASH HEIGHT-3.9/16" I� 25514"thru 31-1/2" 3 +55.0 -72.0 +55.0 -63.2 +55.0 55.7 +50.5 50.5 +48.1 A6.1 +41.9 -41.9 +39.0 59.0 +36.3 56.3 B3" 31-9/16"(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.01 -64.8 +55.0 58.2 +52.4 52.4 +47.9 -47.9 +43.3 43.3 +39.7 59.7 over 31-9116" +55.0 -87.8 +55.0 59.9 +53.3 53.3 +48.5 .48.5 +44.1 -44.1 +40.2 -40.2 +37.6 -37.6 +34.8 34.8 i y�xLJ under 295/4" +53.3 53.3 +39.7 59.7 +39.1 -39.1 +36.7 56.7 +33.4 -33.4 +30.3 50.3 +28.0 -28.0 +25.8 -25.8 = �'0P 293/4"thre 36.1/2"3 +55.0 -61.0 +52.0 52.0 +48.2 48.2 +44.0 -04.0 +40.1 40.1 +37.0 37.0 +34.1 -34.1 +31.4 51.40 S a a O 73 " 36-9116"(Equal Lite) +55.0 -68.3 +55.0( 56.3 +52.1 1 -52.1 +51.5 -51.5 +47.0( -47.0 +42.7 -42.7 +39.6 39.6 +37.0 -37.0 $z = i over 36.9/16" +55.0 -67.8 +55.0 56.3 +52.1 52.1 +48.5 48.5 +44.1 -44.1 +40.2 -40.2 +37.6 57.6 +34,8 34.8 under 315/4" +53.3 53.3 +39.7, 39.7 +39.1 -39.1 +36.7 56.7 +33.4 -33.4 +30.3, 50.3 +28.0 -28.0 +25.8 -25.8 '` t;;W.1 I 78" 31-3/4"thru 39"3 +55.0 -58.3 +48.0 48.0 1+45.2 45.2 +41.2 -41.2 +37.9 57.9 +34.8 54.8 +31.7 51.7 +29.5 -29.5 39-1116"(Equal Lite) +55.0 -62.5 +50.8 50.8 +46.3 -46.3 +45.2 115.2 +44.2 -44.2 +40.3 -40.3 +37.7 57.7 +34.9 -34.9 NOTES c J a x 1 lip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 116° 2 Overall sash height.For clear daylight height,subtract 3-9/16". ANNEALED GLASS(TYPE A). J 3 Size range Includes the standard Pro-View(3-o%er-2 configuration)(or the glen Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH For o%erall sash width,subtract 2-15/16"from the buck dimension. OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4J���'•. ''"i F"r �_� t AIh.P.E. WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53'. P.E.0 68705 TABLE 4: TABLE 2: 2 Monolithic Glass Types MODUCrkLV1s6D Maximum Design Pressure(Ibslft)for Glass Type B-J, Fin 8 Flange Frame as complying with U.Florw Window Sash Height3 A 118"Annealed Building Code Height' (see Figure A,this sheet) Maximum Window Width' B 1/8"Tempered �'�p1°nee Ivo 16- .02 C 3116" 191/8" 26.112" 33" 37" 41" 45" 49" 53-1/8" Annealed e`pi, o-"®BY yt 23" 11.9/18"(Equal Lite) +55.0 90.0 +65.0 50.0 +55.0 90,0 +55,0 50.0 +55.0 -90.0 +55.0 90.0 +55.0 I .90,0 +55.0 90.0 Mi D 3/18"Tempered Miami add PmduttC f under 189116" +55.0 -90.0 +55,0 50.0 +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 114"Annealed 37" 18.9116"(Equal Lite) +55.0 -90.0 +55.0 50.0 +55.0 90,0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 51.1 +55.0 -73.4 F 1/4"Tempered over 189/16" +55.0 90.0 +55.0 50.0 +55.0 90.0 +55.0 90.0 +55.0 50.0 +55.0 54.3 +55.0 78.0 +55.0 72.9 _ U under 15.7/8" +55,0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 58.5 +55.0 91.8 +55.0 75.0 +55.0 -68.5 Y TABLE 3: 38.3/8„ 15-718"thru 19-3/18"3 +55.0 50.0 +55,0 90.0 +55.0 50.0 +55.0 90.0 +55.0 90.0 +55.0 -87,9 +55.0 78.8 +55.0 71.2 � 10-114"(Equal Lite) +55.0 50.0 +55.0 90,0 +55.0 50.0 +55.0 90.0 +55.0 -90.0 +55.0 -87.0 +55.0 -78.8 +55.0 71.2 Insulated Glass Types c 0 over 19-114" +55.0 90.0 +55,0 90.0 +55.0 90.0 +55.0 90.0 +55.0 98.5 +55.0 .81.8 +55.0 75.0 +55,0 -68.5 G 1/8"Annealed,1/4"Airspace,1/8"Annealed 60 Z N under 199/16" +55.0 50.0 +55.0 90.0 +55.0 90.0 +55.0 56.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 59.7 H 3116"Annealed,3/16"Airspace,1/8"Annealed I - O �� 189118"thru 22_112,,3 +55.0 90.0 +55.0 90.0 +55.0 50.0 +55.0 90.0 +55.0 99.1 +55.0 -78.5 +55.0 -70.0 +55.0 53.0 I 1/8"Tempered,1/4"Airspace,1/8"Tempered € 45- 225/16"(Equal Lite) +55,0 90.0 +55,0 90.0 +55.0 90.0 +55.0 90.0 +55.0 59.3 +55.0 -78,5 +55,0 -70.0 +55.0 •83.0 J 3116"Tempered,3116"Airspace,118"Tempered W over 229/16" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -86.5 +55,0 -80.2 +55.0 43.2 +55.0 56.3 +55.0 -59.7 F- 00 under20-1/8" +55.0 90.0 +55.0 90.0 +55.0 .86.0 +55.0 51.8 +55,0 `:75.7 +55.0 59.2 +55.0: .62.8 +55.0 57.7 L- 20-1/8"thru 24-1/2"3 +55.0 50.0 +55,0 90.0 +55.0 90.0 +55.0 90.0 +55.0 54.8 +55.0 -74.2 +55.0 55.9 +55.0 .59.1 o v O 49" FIGURE A:SASH 245/16"(Equal Ute) +55,0 90.0 +55,0 90.0 +55.0 90.0 +55.0 90.0 +55.0 54.8 +55.0 -74.2 +55.0 55.9 +55,0 59.1 CROSS SECTION m over 249/16" +55.0 90.0 +55.0 90.0 +55.0 56.0 +55.0 51.8 +55.0 -75.7 +55.0 59.2 +55.0 52.8 +55.0 57.7 (WITH I.G.GLASS) W p � � Z F�- under20-13/16" +55,0 50.0 +55,0 90.0 +55.0 53.5 +55.0 -79,1 +55.0 -74.0 +55.0 57.3 +55.0 51.9 +55.0 56.8 N § Z 2043116"thm 255118"3 +55.0 90.0 +55,0 50.0 +55.0 90.0 +55.0 90.0 +55.0 53.2 +55.0 -72.7 +55.0 54.5 +55.0 -87.8 �I I W 50 518" 253/6"(Equal Lite) +55.0 90.0 +55,0 90.0 +55.0 90.0 +55.0 -80.0 +55.0 .83.2 +55.0 -72.7 +55,0 54.5 +55.0 57.8 ii �� a LLI aff25-V8" +55.0 90,0 +55,0 50.0 +55.0 .83.5 +55.0 -79.1 +55.0 -74.0 +55.0 57.3 +55.0 51.9 +55.0 56.8 iii l o a = o under 24-16/16" +55.0 57.9 +55,0 -75.6 +55.0 55,7 +55.0 52.3 +55.0 50.0 +55.0 56.5 +53.2 53.2 +49.6 .49.6 li z J 3445/16"thru 30.1/2"3 +55.0 .87.9 +65,0 -75.8 +55.0 -74.1 +55,0 -74.1 +55.0 -74.1 +55.0 55.5 _+_55_.0_F-_57.5 +51.1 51.1 li I o O U) 81" 309/16"(Equal Ute) +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 57.5 +51.1 51.1 VISIBLE LIGHT it it HEIGHT WZ D M- over309/16" +55.0 57.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.0 +55.0 55.5 +55.0 57.5 +51.1 51.1 HEIGHT rn under 2W4!' +55.0 -83.9 +55.0 -71.7 +55.0 52.0 +55.0 .59.9 +55.0 554 7.8 +54.5 .5 +51.3 51.3 +48.3 SASH HEIGHT-3.9116' -08.3 Il 253!4"thru 31-1/2"3 +55.0 .83.9 +55.0 71.7 +55.0 59.4 +55.0 59.4 +55.0 59.4 +55.0 54.5 +55.0 56.5 +50.2 50.2 SII 319116"(Equal Lite) +55.0 .83.9 +55.0 -71.7 +55.0 59.4 +55.0 59.4 +55.0 59.4 +55.0 54.5 +55.0 56.5 +50.2 50.2 over 319/16" +55.0 53.9 +55.0 -71.7 +55.0 59.4 +55.0 59.4 +55.0 59.4 +55,0 54.5 +55.0 56.5 +50.2 50.2 II Il „gym under 29-3/4" +55.0 58.3 +55,0 58.3 +52.1 52.1 +51.5 51.5 +51.5 51,5 +51.5 51.5 +50.0 50.0 +48.4 -38.4 l I ,lo0 0 29314"lhru 364/2"3 +55.0 58.3 +55,0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 -46.4 a Y 73" 369/16"(Equal Lite) +55,0 58.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51,5 +51.5 51.5 +51.5 51.5 +46,4 -46.4 Z U over 369116" +55.0 58.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 -46.4 +I I' under313/4" +55,0 52.5 +50.8 50.8 +46.3 46.3 +45.2 45.2 +45.0 -35.0 +45.0 45.0 +45.0 -05.0 +45.0 45.0 �11.�y.'.`i1l:11// �';•, I 78" 31 14"lhm 39"3 +55.0 52.5 +�,8 50.8 +46.3 -08.3 +45.2 -05.2 +45.0 -05.0 +45.0 -05.0 +45.0 -05.0 +45.0 -45.0 F,.' E`!S(''•�F i, 39.1/16"(Equal Lite) +55,0 525 +50.8 50.8 +46.3 -36.3 +45.2 45.245.0 +45.0 45.0 NOTES de. 'Tip-to-tip dimensions br flange windows shown.For fin windows or tuck dimensions,subtract T', 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS TYPES B-J.NOT APPLICABLE WITH 118-ANNEALED GLASS(TYPE A). - 20verdl sash height.For clear daylight height,subtract 3-9116". - 3Size range Includes the Standard Pro-View(3-01e(2 Conflguretlon)for the given Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR .�_�� �6 �!�_• For merall sash width,subtract 2-15118"limn the buck dimension. HEIGHT DIMENSION SHOWN ON THE TABLE. , '•. i,OFa'JW,,.' (A LYNN M3LLER;P.E.Cr, WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53". P.E.H 58705 INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEICMU CONCRETEICMU PERANCHOR PER ANCHOR TYP,ANCHOR OPTIONAL ADDON 13 EMBEDMENT REQUIREMENT REQUIREMENT FLANGE Q HEAD. O TYPE. INSTALLATION 3 EMBEDMENTAND OPTION 1 SILL&JAMBS 1/4,MAX 41 27 EDGE DISTANCE CURVED HEADER SHIM PER SUBSTRATE, INSTALLATION INTO WOOD EDGE r• 12 61 10 SEE TABLE 5, 2X,SEE NOTE 2,THIS SHEET. DISTANCE " THIS SHEET. EMBEDMENT _------ - TYP.ANCHOR TYPE 38 EMBEDMENT 1/4"MAX 114 EMBEDMENT EDGE SHIM MAX AND EDGE .. --------- a• DISTANCE 3 TYP.ANCHORTYPE, SHIM DISTANCESUBSTRATE, 24 EMBEDMENTAND I SEE TABLE 5, - EDGE DISTANCE 1 3235- 1.485' I II PER SUBSTRATE, 1 THIS SHEET. 43 64 EXTERIOR INSTALLATION )_ I SEE TABLE 5,THIS II INSTALLATION I� 36 SHEET. OPTION 1 INSTALLATION OPTION 3 I LE LIGHT WIDTH INSTALLATION ANCHORS VISIBLE VISIBLE II STRAIGHT HEADER OPTION 2 INSTALLATION ONTO INSTALLATION SUCK WIDTH THROUGH 1X BUCKSTRIP LIGHT II 81 INTO MASONRY. HEIGHT I WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH 30 . REQUIRED AT HEADER, INTO MASONRY. HORIZONTAL SECTION A—A i! 29 EGRESS FORMULAS I 1!4'MAX.SHIM TABLE 5: #12 STEEL (EQUAL-LITE) SELF-DRILLING Anchor MIA.Edge Mln. Anchor Substrate 41 SMS(OS),SEE Group Distance Embedment WIDTH:TIP-TO-TIPWIDTH-4• 2.751' 9 8 TABLE 5,THIS A 1/4°410 SS CreteFlex Ungrouted CMU,(ASTM C-90) 13/4" 1-1/4" HEIGHT:TIP WIDTH/2-65/16' SHEET P.T.Southam Pine T5 i.55) 9/16" 13/8" BUCK USE ERHER — --- #12 Steel SMS Aluminum,6063-T5 min, 316^ 1/g^• VISIBLE LIGHT FORMULAS EXTERIOR HEIGHT LATCH(#29)OR INSTALLATION (EQUAL-LITE) BOTTOM LOCK OPTION 4 Screw(GS) Steel Stud,Gr.33 min. 3/8" 0.D348(20 Ga)* WIDTH(SASH):TIP-TO-TIP WIDTH-5-1/18' 32-35 (#11).TESTED INSTALLATION B A36 Steel 3/8" 1/8" WIDTH(FIXED):TIP-TO-TIP WIDTH-4" TIP-TO-TIPll UNIT LOCATION: ANCHORS P.T.Southam Pine(SG-.55) 1" 13/6" HEIGHT:(TIP-TO-TIP HEIGHT-7-1118')12 HEIGHT 37 l 8.518'FRCM DIRECTLY INTO (I 1/4"410 SS CreteFlex Concrete(min.3.35 ksl) 1^ 1" I� II 64 VENT END. METAL, Ungnwted CMU,(ASTM C-90) 13/4" 1-1/4" VISIBLE �I II 7 3 P.T.Southern Pine(SG-.65) 1" 13/8" HEIGHT II II 38 DADS APPROVED MULLION, C 1/4"Steel Ultracon Concrete(min.2.9 ksi V 13/S" II II ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" I� II 11 STEEL STUD.SEE SUBSTRATE •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. III Ij PROPERTIES,TABLE 5,THIS SHEET. I NOTES 43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2.254^ 31 20 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112°THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 2X WOOD 2 1X 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 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 0 complying with ds Florida SEE NOTE 2, ENGINEER OR ARCHITECT OF RECORD. Building Code THIS SHEET. Acceptance No IG'O 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS 11; ... l it Revised By: Date: Revision: B ptration Date � �;` MEASURED FROM BEADING TO BEADING. . ��• ..•... �,, JR 04/22/16 NO CHANGE y \�.�t ., !.. Miam' sdc Product 1/4•MAXSHIM •LICEIJg� t;P •� �: .• Revised W. Date: Revision.- NO evision:NO ANCHORS - �•• No.315755 REQUIRED IN < CONCRETE PER FLANGE ••• ANCHOR _ ad Descrfptfon: Omwn By: FRAME SILL •♦ REQUIREMENT �} VIP 6 r- FLANGE FRAME INSTALLATION DETAILS JROSOWSKI SE r.^!(r 1070 TECHNOLOGY DRIVE Title, 1 z Ds N: "�c''`••f°�i° '.C�' N VENICE. eox�isze27s SINGLE HUNG WINDOW INSTALLATION 05/11/11 VERTICAL SECTION B-B r j;; NOKOMIS: FL 34274 Ser/as/Modef. Scab: SAeeh Drawfng No. Rev. /A:LYNN MILLER,P.E. CERT. OF AM. $29296 SH-200 NTS 4 OF 8 MD-SH2O0-01 C P.E.#58705 INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE EDGE DISTANCE EDGE TYP.ANCHOR TYPE,EMBEDMENT ANDDISTANCE 1/4'MAX SHIM DISTANCE EDGE DISTANCE PER SUBSTRATE,SEE r— 1/4'MAX SHIM TYP.ANCHOR TYPE, 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 EDGE SEE NOTE 2, WOOD, 6 INSTALLATION DISTANCE DISTANCE THIS SHEEP 26 41 27 ANCHOR(SCREW) Q THROUGH THE FIN EDGE EDGE I 12 61 10 EMBEDMENT DIST DISTANCE .1 _______ _- .��LL EMBEDMENT 1/4'MAX SHIM 1/4"MAX SHIM 6 TYP.ANCHOR TYPE, 36 EMBEDMENT AND 1.465" EDGE DISTANCE it 4T'Yp,ANCHOR TYPE, ------_ INSTALLATION PER SUBSTRATE, II EMBEDMENT AND EDGE 24 �. 36 SEE TABLE 6,THIS II DISTANCE PER SUBSTRATE, INSTALLATION 0PTI0N6 II SHEET. INSTALLATION SEE TABLE 6,THIS SHEET. 64 INSTALLATION ANCHOR OPTION 5 32.35 (NAIL)THROUGH THE FIN VISIBLE 38 OPTION E INSTALLATION 43 EXTERIOR LIGHT 11 STRAIGHT HEADER V ANCHOR(SCREW) VISIBLE LIGHT WIDTH I HEIGHT II 61 70 INSTALLATION ANCHOR THROUGH THE FIN I BUCK WIDTH EGRESS FORMULAS II 29 (SCREW)THROUGH THE FIN I (EQUAL-LITE) MULLION SECTION WIDTH:BUCK WIDTH-3" HEIGHT:BUCK HEIGHT@-5.13/16" 8-1IFIN iDADE VERTIICCALL OR HORIZONTMAX.PROVED MULLION,MAY E �EXTERIOR r v INSTALLATION VISIBLE LIGHT FORMULAS 1/4"SHIM.SEE SUBSTRATE2.751' <:1 _ USE EITHER OPTION 7 PROPERTIES,TABLE 6,THIS SHEET. (EQUAL-LITE) BUCK LATCH(#29)0R INSTALLATION WIDTH(FIXED)BUCK WIDTH-4-1116' HEIGHT BOTTOM LOCK ANCHOR(SCREW) 1/4"MAX.SHIM WIDTH:FIXED):BUCK WIDTH-3" 32-35 (#11).TESTED THROUGH THE FIN EXTERIOR HEIGHT:(BUCK HEIGHT-6-1/16")37 I UNIT LOCATION: f-I6518"FROM -- v L Ili I 64 VENT END. #10 STEEL REMOVED 111 I SELF-DRILLING ---- TABLES: VISIBLE I 7 SMS(G5) Min.Edge Min. LIGHT I 36 Anchor Substrate HEIGHT li I Distance Embedment I I 2-1/2"x.113"Box Nall P.T.Southern Pine(SG=.55) 1/2" 2-7/16" EXTERIOR Ii I 11 2-1f2"X. Common Nall P.T.Southam Pine III 2-1/2"x.145"Roofing Nall P.T.Southem Pine(SG-.55) 9/16" 2-7/16" 43 P.T.Southem Pine(SG=.55) 3/4" 1-318" ALUMINUMISTEEL FRAMING ORSTEEL Aluminum,6063-T5 min. 318" 1/8" 2254' 31 20 STUD,SEE SUBSTRATE PROPERTIES, #10 Steel SMS Screw(G5) TABLE 6,THIS SHEET. Steal Stud, min. 3/8" 1181. PRODUCT REVISED 5 A38 Steteell NOTES 316" 1/8" us complying with the Florida Building Cordo MINIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. Kv-0505.02 114"MAX SHIM 1)USE ONLY SUBSTRATE .III 11! Acuptnnce tQo 2�) APPROPRIATE ANCHORS LISTED ,', G•rRIIJ r%i Revised W. Dote: Revision: 0.pimtion DMe ON TABLE 60FTHIS SHEET. �• ri^:�,,... �)I/� %, JR 04!22/16 NO CHANGE ©y FOLLOW EMBEDMENT AND EDGE ,:���,.•'� ��•� bliom'pede Product Con TYP.ANCHOR TYPE, . \GEf9SG '• EMBEDMENT AND EDGE �ETDGE DISTANCE LIMITS.ANY 't' Revised By: Date: Revlston:DISTANCE PER SUBSTRATE, ANCE INSTALLATION OPTION SHOWN y� - SEE TABLE 6,THIS SHEET. MAY BE USED ON ANY SIDE OF THE Na.513?45 EDGE WINDOW. DISTANCE V.- ir' 0 Deseriptiom Drawn By: INSTALLATION 2)2X WOOD FRAMING OR BUCK, S FIN FRAME INSTALLATION DETAILS J ROSOWSKI OPTION 6 EMBEDMENT 1.1/2"THICK OR GREATER. • �. 1070 TECHNOLOGY DRNE Title: Data: INSTALLATION ANCHOR I.",,�'•�./;`t+TlDh,.•�r"\ N.VENICE, FL 34275 2X WOOD,SEE N0TE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH 0R HEIGHT , ' P.O. BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11 (NAIL)THROUGH THE FIN (ALSO REFERRED TO AS DAYLIGHT •�r,�O;iii^-,i_�' OPENING)IS MEASURED FROM •" NOKOMIS; FL 34274 SeRealA{adel: Scale: Shoat: Drawing No. Rar. VERTICAL SECTION D-D BEADING TO BEADING. A.LYNt�(7'ILLER,P.E. CERT. OF RUTH. #29296 SH-200 NTS 50 F 8 MD-SH900-01 C P.Eit 59705 N N Og p Y • . • • N • N $3 O m mA A xm O t m F. 4 'f m R �. 00, 0 m o W § Z, m m �.m m a�. m w m o z T 00 > W a rl m 2 m 2 q� 4'nl 2 a 2 Ab .rtg1 2 'P 'P 1e T co rZii oz Kov = cA� $ '� W� ' m � � @mr•' m � mry6 {32. 4Ac � � o� =CC � o m , m x p O N m P M 00 �L Move MR 0 z a m p D 0 Z » N N N N N N N N N N N W W W N N N N N N N N N N N N N N N N N Ed—MR D CL S S O r -4Z �' S m q N W W N N W W N N N W N N N W N N N N N N N N N N N N N N N N N Above MR T T m 9 m N N N N N N N N N N N N N N W N N N N N N N N N N N N N N N N N N N Bel.NMR m p mm 4g n m o Om Z m 0' C CQq[ O T N W W N N W W N N N W N N N W N N N N N N N N N I.l N N N N N N N N N N Move MR a jx� Q d 1 y Q W lN! Q N N N N N N N N •N N N N •.• N W N N N N N N N N N N N N N N N N N N N BeIov MR D z y{ . a O c N = S 3 N W W N N W W N N W W A N N W W N N W N W N N N W N N N N Above MR 0 r5M m c P N N W N N m RI m O m N N N N N N W N N N W N N W W N N W N N N W N N N W N N N N N N N BWO.MR D 0 m W W N N N W N N W W N N N W N N N W N N N W N N N N N N N N Above MR N O N N N N N N N N W W N N N W N N N N N N BPI4N MR m•� Z N N W N N N W N N N N N x C W N N N W N N N W N N N W N W N N N N N N N N N N N N Above MR C N N NN N N N N N N N N N N W W N - N W N N N N N N N N N N N N N N N BebMMR l'1 W C N W W N N W W N W W A N A N W A N N W W N N W MOVE MR a N W N N N W — N W A W N N A N W N N W N N N W N N N BeIONMR D = N W W N N W W A N W W A N W W W N N W N N N W N N W N Above MR a W mN N N N N N N W W N N W W N W A W N N W W N W N N N W N N N W N N N Below MR m i W N N W N N W N N N W N N N N N N N Above MR LI N N N N N N N W N N N W N N W W N N N W N N N W N N N N N N N N N N Bel—MR � 7 W W W W . 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N W W A N W W A N W A N W P N W P N Abmre MR a m W A a W A m N C W W N 4 . W N P W W N A W W P N P W N N A W N N P W N N A W BeIMMR D I W P A W W A P N W W P N W W P N W W P N W W A N W W N W W W N W W N Move MR �j A W N N W W N W N N W W N N Be1aw MR m N N W N N W P N N W W N N W N N N N N W N Above MR a W N N . . . . . . .. .WNN N N W N N N W N N N W N N N W N N N W N N N BeWMMR D y N xm ro2 xnMm Kone mp �x p — MI H zq F Ny H _ 0 p0 mm �x SJR 04/22/16 CORRECTED SASH `_:t' .... _ i;:;• HEIGHT J ROSOWSKI a"o F4 Rauf-d Doll- Rewro,c D_Dol. y 05/11/11 `'� ® ANCHOR SPACING ao �+ •-: "� ��\ 1070 TECHNOLM ORNE Tiem ;�f,'•. N.VENICE R.34275 SINGLE HUNG WINDOW INSTALLATION m '.!Jc„_ „ •��� P.O. BOX 152829 •` NOKOMIS,FL 34274 tSmles�Mod�k yyM; yy,,,� p�.Ny�, '1110 W� CERT. OF AUTH. #29296 SH-200 NTS 6 OF 8 MD-SH2O0-01 . C 6 ANGLED/CURVED ANGLED/CURVED PRODucrREVISED FRAME FRAME as complying with the Florid. Duilding Code ASSEMBLY 90°CORNER ASSEMBLY naeptan«No lQ+-o 2 E�xpir7a�tion Dela I FRAME 3 90°CORNER ASSEMBLY A4iwn'Daae Prnauet " FRAME 3 ASSEMBLY 8 B Lo o 1"WEEP b ' NOTCH® 6 (n yxa O EACH END NOTC EACH END 50 61 °j.❑ d J Z N Li MITERED FRAME 50 61 LO � 50 51 WITH FRAME MITERED FRAME 6 UQ) CO WELDS AT WITH FRAME FLANGE FRAME w J co u- SCREW BOSSES WELDS AT SHOWN,FIN C9 J Z O SCREW BOSSES FRAME SIMILAR ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAILos ~ 12'NOM. 12'NOM. rc J ❑ co GLASS STACK GLASS STACK Im ? I- 1/4"AIRSPACE 3/16"AIRSPACE CO LU > Z 1/B"ANNEALED OR 31161ANNEALEDOR 1/4°ANNEALED OR I 1/8"ANNEALED OR 3116"ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS 1/8'ANNEALED OR TEMPERED GLASS 1B°ANNEALED OR a co C7 TEMPERED GLASS TEMPERED GLASS 04 co iI 60 III 61 ISI 62 �I B3 II II 64 a 0 u C7 40 J a—\ 42 I 43 43 II a W = N II 31W NOM. III III I II 3!8'NOM. II `Z Lu J 2 3/8'NOM. II I,I 318"NOM. II 318"NOM. II II GLASS BITE GLASS BITE I GLASS BITE I GLASS BITE GLASS BITE I 98 36 •9 38 38 36 32-35 cc 066 32-35 7 7 7 T o N N O4.x� 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 8 D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J �' 100..Y o ALUMINUM o= Z SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA 0 1111 STRUCTURAL BUTYLENE 5116"NOM. �s SILICONE 5/16"NOM. SEAL `�� Ny LYNty STRUCTURAL FOAM 3116°NOM. SILICONE SEAL ,� \��.••' �C !� 1/4"NOM. CONS FA POLYISOBUTYLEN BUTYL& WITH DESICCANT ROLL-FORMED WITH DE DESICCANT FOAM STAINLESS STEEL :' -;t• :- No.58705 EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS �' s T 1(,6 .,• SATE OF :•.(7� INT.GLASS INT.GLASS INT.GLASS INT.GLASS •: s ••.....-• az KODISPACE 4SG TPS O SUPER SPACERg NXT'M as DURASEALO SPACER O XL EDGET"SPACER A.L111�N MII.�.�R,P.E P.E.q 6W05 Item PGT PGT Part# Description # Dwg.# 1 2.000' 1 2703E 62703EW Flange Frame Head L 2 2751B 02751BW Flange Frame Sill 2.000" .962• 3 2781 62781W Flange Frame Jamb .236° o.0 4 2713 62713BW Integral Fin Frame Head 062° .500° 2.600" osr t.tzs• 5 2714E 62714EW Integral Fin Frame Sill 2.000 oso 6 2782 62782W Integral Fin Frame Jamb .669• 050• 500' 7 2706 62706DW Sash Bottom Rail A .062' es9" 8 2707 62707CW Sash Top Rail ,064• osz• 050• 9 2739 62739W Fixed Meeting Rail 600• .050° 064 062• —1 10 2709 62709CW Sash Side 8811 O FLANGE FRAME HEAD 2.056' '05� 6063-T6 ALUMINUM 11 27408. 742740AW Sash Bottom Lock O FLANGE FRAME SILL O FLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD 12 2785 62785W Sash Stop 8063-T6 ALUMINUM 6083-T6 ALUMINUM 6063•T5 ALUMINUM 13 134 66615 Addon Flange 20 1228 81 BDW Vlnys Bulb,Flex pVC 70 21 1662C 71882CW Head/Sill Gasket'Polyethelyne 2.058" �► .978" �I 22 1270 7P 118 Open Cell Foam Ped 3.225 TT I 23 2772 727 2SHK Fixed Meeting 11 Plug Gasket,Rigid PVC .050° I� 1.125 � 050" J �'�6r 24 4066 64066G Wstp.,187 X.230 Fin Seal I •064• 050° 25 2784 72784W Sash Side Rail Gasket,Polyethelyne 2.on0^ 1'807 .osz' 1.896• 1 — II JJ 26 1078 7121 UM Balance Take out Cllp 076. oso°y{ 1 1.229• a5o 27 Varies per Size Balance 1.125 075050 062' 13 ADDON FLANGE 28 2711 4280OW Sash Cam,Nylon 082" O 6063-T6 ALUMINUM .050' —� 062• 29 1096 71098W Sweep Latch,Zinc 30 1016 7856WW #8 X.625 Ph.FI.SMS Latch Screws 2.058" 928 Boo- 30 31 1267 71267N Satting 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 32 See Kommerling 4SG TPS Spacer System 8063-T8 ALUMINUM 6063-T6 ALUMINUM 6083.76 ALUMINUM 6063-T6 ALUMINUM 33 Sheet Quanex Super Spacer nXl'with Hot Melt Butyl .062• 34 7 for Quanex Duraseal —j5-1 Materials Cardinal XL Edge Spacer .062" 36 Sash Bottom Lock Spring 1.582" es5• 1.187" 37 Screen Cloth,Fiberglass ,064- .050' 039° 826^ 38 Dow Coming 899 Silicone Glazing Sealant e74• 40 1625 61625B Glass Bead(118"Glass) —►I .926• H 1.1sr 41 2719 62719B Glass Bead(3/16"Glass) 1,010" osz FIXED MEETING RAIL SASH SIDE RAIL SASH BOTTOM LOCK RAIL SASH STOP PRODUCr REVISED 42 1283 812638 Glass Bead(1/4"GIeSS) 06063-TB ALUMINUM 70 6063•T6 ALUMINUM tt 6063-T6 ALUMINUM 12 6063-T5 ALUMINUM 43 1253 6VT48B Glass Bead(I.G.) B.ildaccomplyodwith Drc Florida 50 781 POA #8 X 1"QUAD Pn SMS Aecep g Code Accepuna]a IG-0.0-0s. i,, Mxpimtion Dale_ 51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. ,0 LYNN " •:� Revrsed 8y. D.te: ReNabn: 52 1184 781LHPQA #8-15x1LHTwinlestScrew Zinc G��• ��r� �' JR 04/22/16 ADDEDIGSPACERS M, Dd p<�k, 53 lies 781LHPDX #8.15 x 1 LH Twinfast Screw Zinc IS,S.) �I�` % RWnsd Or. Date: Revle(on: 54 78XIPFTFUA #8 X 1"Ph FI u/cut SMSyc,/°s 55 78X1 FPAX #8 X 1"Ph FI-Stainless Steel u,` ?n-F Oasafp6m. Down Sy. so 1/8"Annealed or Tempered Glass �' L : v: BOM&PART DETAILS J ROSOWSKI 61 3/16"Annealed or Tempered Glass =`}?`•. S rL bF :-r. 1070 TECHNOLOGY DRIVE 170e: Dote: 62 1/4"Annealed Or Tempered Glass �r.or.�!"'C>' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 63 1/8"-1/4"Air-1/8"An.or Temp.I.G. P.O. Box 1529 '`��`4'!Gi'•'(1�..�`' `' NOKOMIS:FL 34274 SaAesy'Moder: Scab: Slpot Orawbry No. Rev: 64 1/8"-3/16"Air-3/16"An.or Temp.I.G. a CSNNMi11 RP.E. CERT. OF Aum. 429298 SH-200 NTS r8 OF 8 MD-SH2O0-01 C P.E.#58705