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HomeMy WebLinkAboutProduct Approval y. ST. V>57 LUCIE CO BUILDING D"ION REM',' .0 JUND FOR CWLLANCE MCD BY DATE .7 0 : !�i- PLANS M-0 PERMIT MUST WE J-ZTP—rONJOB MIAMI-DADE OR NO DiSPECTION WILL BE MADE. MIAMI-DADE COUNTY 7M 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(796)315-2599 NOTICE OF ACCEPTANCE (NOA) 3UM.miskmidadegoyfeconomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas.where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expkation 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 :54 '1150 –N.1. as 049ft, APPROVAL DOCUMENT:Drawing No.MD-SH200-01,titled"Single Hung Window Installation" sheets I through 8 of 8,dated 05/11/11,with revision B dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the,Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall he considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT-* The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, N any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-1013.12 and consists of this page I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI-DADEcoratvn NOA No.15-0528.22 -7 Expiration Date: September 61,20'16 Approval Date: Aipgust 06 2015 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 B dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,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. 2. Glazing complies with ASTM E1300-04 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-51h Edition (2014), dated May 21,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 21, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 11-1013.12,issued to PGT Industries for their Series"SH- 200"Aluminum Single Hung Window-N.I., approved on 12/08/11 and expiring on 09/01/16. Wam&A LO�fi anus ez,P.E. Product Control-Examiner . NOA No.15-0528.22 Expiration Date: September 01,2016 Approval Date: August 062015 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). 637!8°'TIP-TO-TIP WIDTH 52.1/8"BUCK WIpTH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 62-1J8°HUGK WIDTH NO ANCHORS 49-118' BLE L' 3)FOR MASONRY APPLICATIONS INMIAMI-DAD£COUNTY,USE ONLYMIAMI-RADE COUNT'!APPROVED MASONRY VISIBLE LIGHT ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C9D CONCRETE REQUIRED W VISIBLE LIGHT MAX MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 6&8.SHEET 4&5. FLANGE .-..•8 a 3"MAX. �+"— -►D FRAME HEAD 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN C 1-112`THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED j DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-1/2'THICK OR GREATER.IX AND 2X BUCKS B"MAX.FROM •— —--^•--� —• X5412 _l___� -_•__•�_ 36-1/2" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD SUCK DESIGN CENTER OF LIGHT VISIBLE AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING / 21° 78• LIGHT RAIL /// MAX'O.C. TIP TO 8"MAX.O.C. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,USE ANCHORS OF TIP SUFFICIENT LENGTH AS SPECIFIED ON TABLE 6&6,SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL A 77"HEIGHT C FOUR 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 THE SCOPE RUCK ` OF THESE INSTRUCTIONS. 8'MAX.FROM BUCK HEIGHT p 77° / J $)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: MAX.O.C. A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. -7}— --►-D B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE.FRAME B" J NO ANCHORS REQUIRED T MAX ANALYSIS AND GLASS PER ASTM E1300. MAX IN FLANGE FRAME SILL --� W MAX.O.C. HEDEGRESSE3313SEEASBESDESFTDTHEREQUIIRDSINPURTTHE1%STEN RESNCRAASHNOTENUEINTTHDIGNOTYP.FLANGE FRAME ELEVATION TYP.INTEGRAL FIN FRAME ELEVATION THIS PRODUCT.THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. TESTED UNIT (TESTED UNIT ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FTL-8479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA,ANSI/AF&PA NDS FOR —A WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS: 4001 SERIES(FIN FRAME). GENERAL NOTES........................1 ELEVATIONS................................1 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES._........2&3 VARIES, NOT RATED FOR INSTALLATION,FLANGE............4 SEE SHEETS 2&3 IMPACT RESISTANCE INSTALLATION,INTEGRAL FIN_S WINDOW_SHA AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE ANCHOR QUANTITIES.................6 SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. GLAZING DETAILS.......,«...........7 - CORNER ASSEMBLY...................7 EXTRUSION PROFILES................8 }+— WIDTH WIDTH —+►I PARTS LIST...................................8 PRODUCT LLGVIBBD -- �� ;as complying lhePDLda BuildingCodo i .1 ,2Ac"pu & rat:oc ao ,���� +( 4YNN 441 rrrl/ Rsvtaed 8y. Data: Revtaton• Hx relb Dalo !b HEIGHT HEIGHT yam`•`.zA �\cE�y'sC'�r�cp�',,, JJ 10/10/11 2010 FBC NOTE By as Pmaact Ravlsed By: Dote: Ravbfon: NO.60T05 SGC 05/20/15 5th ed.FBC REV Drawn ='D. Lug GENERAL NOTES&ELEVATION J ROSOWSKI EQUALLRE PROMMORIEL ARCHIOPPROVIEW10WEL RADIUMPEOUALLITE '"�Q•'1 "'A EO a� 1070 TECHNOLOGY DRN£ Rtte: 001W.'� c�'•. F(QRIDP. ,�;; N,VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 %r SS''^•••' (�Q�� P.O. BOX 1529 rrr �ONAL 11�� NOKOMIS;FL 34274 Series/Maas!: ScoPo: Shoat: Drawing No. Rw: ArLrVt3RitUtlltl7,P.E. CERT. OF AUTH. #29296 SH-200 NTS 1 OF 8 MD- o 00-01 B P.E.#Sp7p5 TABLE 1: TABLE 2: Monolithic Glass Types PRODUCT REVISED Maximum Design Pressure(lbsiFt2)for Glass Type A, Fin&Flange Frame as complyiagrviththe Florida Window Sash Height3 A 118"Annealed W,110111Cod,0 s (see Figure A,this sheat) Maximum Window Widlhr B 116"Tem rodFtei � Pe 19.1/8" 26.117' 33" 37" 41" 46" 49" 53.116" 0 3116"Anneated23" 11-9116"(Equal Ute) +56.0 -90.0 +55.0 9o.0 +55.0 -900 +65.4 90.0 +66.4 80.4 +55.0 94.4 +55.4 -80.0 +65.4 -90.0 D 311W Tempered under 18-9116" +56.0 -90.0 +55.0 -90,0 +65.0 -76.2 +65.0 45.6 +65.0 -67.3 +50,2 -50.2 +44.8 -44.8 +39.9 39,9 E 114"Annealed 3T' 16-9118"(Equal lite) +65.0 -90,0 +56.0 90.0 +55.0 -64,2 +65.0 -74.5 +55.0 -66.6 +55.0 -61.0 +56.0 -57.7 +65.0 55,0 F 114"Tempered over 16.9118" +55.0. -90.0 +55.0 -90,0 +55.0 -76.2 +65.0 -85,5 +65,0 -57.3 +60,2 -60.2 +44.8 -44.6 +39.9 39.9 r Co under 15.7/8" +65.0 -90.0 +65.0 -87.1 +55,0 73.4 +55.0 I -83.8 +55.0 -56.8 +50.0 -50.0 +44.8 -44.8 +44.0 40.0 16.7/8"thru 19-3118"3 +55.4 -90.0 +55.0 -90.0 +55.4 -78.7 +65,0 -68.0 +55.4 -58.5 +51.1 -51.1 +45.9 -45.9 +41.3 .41,3 TABLE 3: ? 38,3/8" Insulated Glass Types O ¢ �' 19-114"(Equal Ute) +55.0 -90•o +65.0 -90.0 +56.0 -827 +55.0 -72.6 +55.0 -63.5 +55,0 -57.9 +64,2 -54,2 +51.5 -51,6 U over 19.114" +65.0 -90,0 +55.0 -87,1 +56,0 -73.4 +55,0 -63.8 +56.0 -56.8 +60,0 -50.0 +44.6 -44.8 +40.0 -40,4 G 118"Annealed,1!4"Airspace,116"Annealed Z under 199116" +55.0 -81.6 +55.0 72.3 +55,0 .61.3 +66,0 -65.3 +60.5 -64.5 +45.8 .46.8 +420 .42.0 +38.7 36.7 H 3118"Annealed,3118"Airspace,1/8"Annealed 0 3 1 1/e"Tempered,1/4"Airs ace,V8"Tam red 45" 19-9/18"thin 22-518" +66.4 -90.0 +55.0 -87.9 +55.0 -74.0 +55.0 .64.3 +55,0 -56.9 +60.1 50.1 +44.8 44.6 +40.0 40.0 p p 9 A 22-9/16"(Equal Lite) +56.0 -90.0 +55.0 -90.0 +55.0 -78.8 +65,0 56.1 +55,0 -68.5 +61.1 -51.1 +46.0 46.0 +41.4 -417 J 3118"Tempered,3118"Airspace,116"Tempered W W .y over 22-9116" +65.0 -81.5 +55.0 72.3 +55.0 -61.3 +65,0 55.3 +50.5 -60.6 +46.8 46.8 +42.0 -42,0 +38.7 38.7 Z CO U- E' U- under20-116" +65.0 71.6 +55.0 -62.8 +55.0 -55.4 +60,3 -60.3 +45,9 -45.9 +41.7 -41.7 +38.9 -36.9 +36.2 -36.2 Z 0 20.1/8"thru 244/2"' +56.0 -90.0 +55.0 -82.5 +55.0 -69.6 +65.0 -61.6 +55,0 -55.4 +49.3 -49.3 +44.6 X4,8 +40.0 130,0 FIGURE N.SASH u U U 7 (V 4g 24-9/16"(Equal Lite) +65.0 -90,0 +55.D -90.0 +550 76.4 +66,0 -66.5 +65.0 -57.8 +50.4 50,4 +45.0 116.0 +40.1 -40,1 CROSS SECTION 0 s o Q O (WITH MONOLITHIC Z Z W 0 mer 249/16" +55.0 -71.6 +55.0 .62.8 +65,0 -55.4 +50,3 -60.3 +45.9 -46.9 +41.7 -41,7 +38.9 -38,9 +36.2 -36.2 GLASS) fY Z under 20-13116' +65.0 57.8 +56,0 -59.9 +53.3 -53.3 +48.6 -48.5 +44.1 -44.1 +40.2 •40.2 +37.6 37.6 +34.8 -34.8 4� � 9 , z 20-13f16"thru 24.11/1e"3 +56.0 -89.6 +56.0 •60.3 +65.0 57.7 +55.0 •60.6 +64.2 54.2 +49.0 •49.0 +44.2 144.2 +40.0 -40.0 W Z 505/8" C14 X 24-314"(Equal Lite) +65.0 -90.0 +55.0 90.0 +55,0 -75.4 +55.0 -65.7 +56.0 -57.4 +50.3 50,3 +44.9 114.9 +39.9 -39.9 �� ` (L aLer243i4" +55.0 87.8 +55,0 59.9 +53,3 53.3 +48.5 48.6 +44,1 44.1 +40.2 44.2 +37.8 37.8 +34.B 34,8 j Or $ z 01 under 24-1511W +560 -58,0 +43,8 -43.8 +41.9 -41.9 +39.1 39.1 +36.0 -36.0 +32.6 32.6 +30.0 -30.0 +27.6 -27.6 0 - ®1" 2416/16"thru 30-518"* +55.0 76.0 +55,0 -88.0 +56.0 57.4 +51.9 -51.9 +47.4 -47.4 +43.2 -43.2 +39ASH co ,9 38.9 +37.3 37,3 VISIttB EGLIGH7 I� HEIGHT '� t!) W 0 30-9116"(Equal Lite) +55.0 -87,9 +55,0 -75.8 +55,0 •66.6 +55.0 -59.7 +53.5 53,6 +46.7 48.7 +43.9 43.9 +39.8 -39.9 t� r � oeer30.9116" +55.0 57.8 +65.0 59.9 +53.3 53.3 +48.5 -48.5 +44.1 •44.1 +40.2 -40.2 +37.6 37.8 +34.8 34.8 SASH HEIGHT-34MV under253i4" +54.7 -54.7 +41.2 111.2 +40.3 -44,3 +37.8 -37.8 +34,8 -34.8 +31.3 -31.3 +28.9 -28.9 +26.5 -26.5 I4 ® 9N n &3" 26-3!411 thtu 31-518"3 +65.0 72.0 +65,0 53.2 +65.0 55.7 +50.5 .50.6 +40.1 -46.1 +41.9 -41,9 +39.0 39.0 +36.3 -30.3 1 31-9116"(Equal Lite) +55.0 -83.9 +55.01 71.7 +55.0 •64.8 +56.0 58.2 +62.4 -52.4 +47.9 -47,9 +43.3 •43.3 +39.7 -39.7 o%er31.9118" +55.0 57,8 +550 -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 under 29-34' +53.3 53.3 +39.7 -39.7 +39.1 -39A +36.7 -36.7 +33,4 -33.4 +30.3 -30,3 +28.0 28.0 +25.8 -26.8 � a O 73„ 29-314"thru 385l8"3 +65.0 -61.0 +620 52,0 +48.2 -48.2 +44.0 44,0 +40.1 -40,1 +37.0 -37,0 +34.1 34.1 +31.4 -3i.4 gz z 36-9116"(Equal Lite) +55.0 .68.3 +55.0 56.3 +52,1 52,1 +61.6 -51.5 +47.0 -47.0 +42,7 112.7 +39.e 39.6 +37,0 37.0 over369/i8" +65.0 87.8 +56,0 56.3 +52,1 52.1 +48.6 .48.6 +44,1 .44.1 +40.2 44.2 +37.6 -37.6 +34.0 -34.8 under 31314" +53.3 -53.3 +39.7 -39.7 +39.1 -39.1 +36.7 -36.7 +33.4 -33A +30.3 30.3 +28.0 -28.0 +26.8 -26.8 `�tt L t I I I I r r r rr 78" 31.314"thru 39"° +56,0 -58.3 +48,0 48.0 +45,2 -45.2 +41.2 -41.2 +37.9 -37.9 +34.8 -34,8 +31.7 31.7 +29.6 -29.6 Ln NOTES ti ,K ..... . ... 391116"(Equal Lite) 55.0 52.5 +60,8 -50.8 +46.3 -46.3 +45.2 45,2 +44,2 114.2 +40.3 40.3 +37.7 -37.7 +34.9 -34.9 �q ) 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 118" 'Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1", ANNEALEO GLASS(TYPE A). z 2 Overall sash height,For clear daylight height,subtract 39118" _ 0: 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH _x;u✓ a c4,t LZ: ¢ 3 Size range Includes the standard Pro-View(3•over-2 configuration)for the ghee Window Height. OR HEIGHT DIMENSION SHOWN ON THE TABLE, =Y w a •,o, z For overall sash width,subtract 2-16118"from the buck dimension. % 4 .� !U0`; TABLE 4: TABLE 2: P[LODt1C1'1t8V188D Monolithic Glass Types as rnmplyin9ith the Florld ws Maximum Design Pressure(lbstW)for Glass Type B-J, Fin&Flange Frame Dni1ding(ads 22 Window Sash Heighe A 118"Annealed AC¢cpl.ca No Height' (see Figure A,this sheet) Maximum Window Widlhl B 1/8"Tempered Expel on Data 19-1/8" 28-1/2" 33" 37" 41" 45" 49" 53-118" � 3/16"Annealed BY Miami ads ProducrCmt 23" 11-9/18"(Equal Lite) +55.0 -90,0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -9D.0 +55.0 -90.0 +65.0 -90.0 +55.0 -90.0 D 3/16"Tempered under 18.9/16" +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 -76.0 +55.0 -72.9 E 1/4"Annealed 3T' le-9/16"(Equal Lite) +55.0 50,0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -81.1 +55.0 -73.4 F 114"Tempared over 18-9116" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 50.0 +55.0 -90.0 +55.0 -84.3• +55.0 -78.0 +55.0 -72,9 S2 m under 15-7/B" +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0 -90.0 +55.0 -8B.5 +55.0 -81.8 +55.11 -75.0 +55.0 -68.5 TABLE 3: N 16 718"thio 193/18"3 +65.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55,0 -90,0 +55.0 -87.9 +55.0 -78.8 +65.0 -71.2 9 of 38-3/B" Insulated Glass Types co 0 0 19-1/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90,0 +55.0 -90,0 +55.0 .87.0 +55.0 -78.8 +55.0 -71.2 1/B"Annealed,1!4"Airspace 1I8"Annealed O Z N over 19-114" +65.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 -81.8 +55,0 -75.0 +55.0 58,5 H 3/18"Annealed,3118"Airspace,1l8"Annealed �� � O �_ under 19-9/18" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 56.5 +55.0 -80.2 +55.0 -73.2 +66.0 -66.3 +55.0 •-59.7 F- 19 1 118"Tempered,114"Airspace,118"Tempered 0 19-9/16"thru 22.518"3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -89.1 +55.0 -78.5 +55.0 -70.0 +65.0 � 46' J 3116"Tempered,3116"Alrspace,118"Tempered W W 22-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90,0 +55.0 -90.0 +55.0 -90,0 +55.0 -69.3 +55,0 -78.5 +55.0 -70.0 +55.0 -83.0 F- aD over22-9118" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65,0 -86.5 +55.0 -80.2 +55.0 -73.2 +55.0 56,3 +55.0 59.7 ZQ Q (A LL under 20-1/8" +65.0 -90.0 +55,0 -90,0 +55.0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0 52.8 +65.0 57.7 Z O 20-118"lhru 24-112"3 +55.0 -90.0 +55.0 -90.0 +65,0 -90.0 +55.0 -90.0 +65.0 -84.8 +55.0 -742 +55.0 -65.9 +55.0 59.1 FIGURE A:SASH U U C7 4th' CROSS SECTION O O m O 24-9/16"(Equal Lite) +65,0 -90.0 +55.0 -90,0 +55.0 -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 59.1 (NTH I.G.GLASS) Z Z LLI In a Z_ F over24-9116' +55.0 -90.0 +55.0 -90.0 +55.0 -86.0 +55.0 -61.8 +55.0 -75.7 +55.0 689.2 +55.0 52.8 +55.0 57.7 under20-13118" +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -79.1 +55.0 -74.0 +55.0 -8'1,3 +55.0 -61.9 +55.0 -58.8 ( � Z VIP 20-13/16"thru 24-11/10'3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +65.0 -83.2 +55,0 -72.7 +55.0 .64.5 +55.0 .57.8 Iii I N Z 60518" 24 3/4"(Equal Lite) +55.0 -90.0 +65,0 -90.0 +55,0 -90.0 +55.0 -90.0 +55.0 83.2 +55.0 -72.7 +55.0, •84.5 +55.0 -57.6 it (I � � � 0 Z = O over 243)4" +55.0 -90.0 +55.0 -90.0 +55.0 -83.5 +55.0 -70.1 +55.0 -74.0 +55.0 57.3 +55.0 .81.9 +55.0 56.8 I 1 "z J 2 under24-15118" +55.0 -87.9 +55.0 75.6 +55.0 -85.7 +55.0 -82.3 +55.0 50.0 +55.0 58.5 +53.2 53.2 +49.6 -49.6 i SASH $ $U Ur � 24-15/18"thru 305!8"3 +55.0 -87.9 +55.0 -75.6 +55.0 -74.1 +55.D -74.1 +55.0 -74.1 +55.0 -65.5 +65.0 57.5 +51.1 51.1 VISIBLE LIGHT l I I HEIGHT E CO W Z_ 81" I aR a" 30-9116"(Equal Lite) +55.0 57.9 +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 85.5 +55.0 57.5 +51.1 51.1 HEIGHT I i n rR over 30-911V +55.0 -87.9 +65.01 -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 SASH HEIGHT-a-9116" under 253/4" +55.0 -83.9 +55.0 71.7 +55.0 52,0 +55.0 59.9 +55.0 -57.8 +54.5 54.5 +51,3 51,3 +48.3 -48.3 ® ON N 25 314"thru 31518"3 +55.0 -83.9 +55.0 -71.7 +55.0 Sg.4 +55,0 89.4 +65.0 -69.4 +55.0 84.6 +55.0 58.5 +602 -50.2 I �I ,�, Nw I �^ 83" 31-9116"(Equal Lite) +55,0 -83.9 +55.0 71.7 +55.0 59.4 +55.0 -69.4 +55.0 -69.4 +55.0 -64.5 +55.0 58,5 +50.2 50.2 I c x over31-9116" +55.0 -83.9 +55.0 -71.7 +56.0 -69.4 +55,0 59.4 +55.0 59.4 +55.0 •64.5 +55.0, 58,5 +50.2 -50.2 I I IL c under 29314" +55.0 -68.3 +55,0 56.3 +52.1 -52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +50.0 -50.0 +46.4 46.4 a o� z 29.3/4"thru 36.518"3 +65.0 -68.3 +55.0 56.3 +62.1 52,1 +51.5 -51.5 +51.5 51.5 +51.6 51.5 +51.5 51,6 +46.4 -48.4 73' 36-9118"(Equal Lite) +55.0 SB.3 +55,0 56.3 +52.1 -52.1 +51.5 -51.5 +51.5 51,6 +51.5 51.5 +51.5 -51,5 +46.4 46.4 over 36-9116" +55.0 •68.3 +55.0 -58.3 +52.1 52.1 +61.5 51.5 +51.6 51.5 +51.5 51.5 +61.5 51.5 +46.4 46.4 N��'' under 3l-w +55.0 -62.5 +50.8 -50.8 +46.3 -48.3 +45.2 45.2 +45,0 -45.0 +45.0 45.0 +45.0 X5.0 +45.0 -05.0 .` 78" 31.3/4"thru39i3 +55.0 -62.5 +50.8 50.6 +46.3 46.3 +45.2 -45.2 +45.0 45.0 1+45.0 45.0 +45.0 -15.0 +45.0 -15.0 NOTES `4.0, <!1 '•2�:a 39.1/16"(Equal Lite) +55,0 -82.6 +50.8 50,8 +46.3 -46.3 +45.2 -45.2 +45.0 -45.0 +45.0 45.0 +45.0 -45.0 +45.0 -15.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ � � �O O''. 41 8 TYPES B-J.NOT APPLICABLE WITH 1/B'ANNEALED GLASS(TYPE A). _ z:y r� r Cf.t z 171p-to-tip dimensions for flange windows shown.Fortn wlndows or buck dimensions,subtract 1 2 Overall sash height For clear daylight height,subtract 3.9/16'. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR;>';V� - `�' a HEIGHT DIMENSION SHOWN ON THE TABLE. 7 3 Size range Includes the standard Pro-View(3-over-2 configure0on)for the given Window Height. For overall sash width,subtract 2-15/81 from the buck dimension. 74q, ',��rrlllttlttl�l\�� INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETEJCMU CONCRETE/CMU PERANCHOR PERANCHOR `.• TYP.ANCHOR OPTIONALADDON 13 EMBEDMENT REQUIREMENT REQUIREMENT TYPE INSTALLATION FLANGE p HEAD, O 3EMBEDMENTAND OPTION 1 SILL 8 JAMBS •a•;••. 1/4"MAX 41 27 EDGE DISTANCE CURVED HEADER SHIM PER SUBSTRATE, DISTANCE SEE TABLE S. INSTALLATION INTO WOOD EDGE i2 51 10 ` 2X,SEE NOTE 2,THIS SHEET. ,? • THIS SHEET. �S EMBEDMENT ? -- --' — TYP.ANCHOR TYPE 38 EMBEDMENT 114"MAX EMBEDMENT EDGE SHIM MAX AND EDGE — -- 24 '' DISTANCE TYP.ANCHORTYPE, SHIM DISTANCE PER 3 ! SUBSTRATE. -- —=_ — EMBEDMENT AND 1.485' EDGE DISTANCE 1 SEE TABLE 6, —32-- �{ PER SUBSTRATE� ( THIS SHEET. 43 84 EXTERIORINSTALLATION SEETABLE6,THIS INSTALLATION 33 SHEET. OPTION 1 INSTALLATION OPTION 3 VISIBLEI STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS LIGHT INSTALLATION ONTO INSTALLATION BUCK WIDTH THROUGH 1X BUCKSTRIP HEIGHT 81 I WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH INTO MASONRY. 30 REQUIRED AT HEADER. INTO MASONRY. HORIZONTAL SECTION A A 29 .1 114"MAX.SHIM TABLE 6: EGRESS FORMULAS r Substrata #12 STEEL I I� (EQUAL-LITE) 41 SELF-DRILLING Anchor Min.Edge Min. Group Ancho M (G ,SEE Distance Embedment WIDTH:71P-TO-TIPWIDTH-4^ SS 5) 2.751" B � TABLE 5,THIS A 1t4410 SS CretaFtox Ungrouted CMU,(ASTM C-!�) 114" 1-114° HEIGHT:TIP-TO-TIP WIDTHI2-85116" �( / SHEET P.T.Southam Pine(SG i =.55) 0/18" 1-3/8" BUCK r-�. _ VISIBLE LIGHT FORMULAS EXTERIOR USE EITHER HEI LATCH(#29)OR INSTALLATION #12 Steel SMS Aiumtnum,0003-7smtn. 3t5' 1/8"' (EQUAL-LITE) BOTTOM LOCK' OPTION 4 Screw(G5) Steel Stud,Gr.33 min. 318' 0.0340(20 Gay NAOTH(SASH):TIP-TO-TIP WIDTH-5-iN 6^ TIP-TO-TIP 32 (#11).TESTED INSTALLATION B A36 Steel 318' i/8"` WIDTH(FIXED):TIP-TO.71PWIDTH-4' HEIGHT (I UNIT LOCATION: ANCHORS P.T.Southern Pine(SG=.55) 1" 1.318^ HEIGHT:(TIP-TO-TIP HEIGHT-74/18y2 35 �I 6-5/8' TFERO DIRE TLLY INTO 1/41410 SS CreteFlex Concrete(min,3.35 ksl) 1" 1" 64 AL VISIBLE Ungrouted CMU,(ASTM C-90) 1.3/4' 1-1/4' LIGHT II 7 3 P.T.Southam Pine(SG=•55 1" 1-318" HEIGHT ' 1II 34 DADE APPROVED MULLION, C 1/4"Steel Ultmcon Concrete(min.2.9 kal) 1" 1.310" Ii I! ALUMINUM,STEEL FRAMING OR EXTERIOR Ungmuted CMU•(ASTM 080) 2-112^ Ii1 I 11 STEEL STUD.SEE SUBSTRATEn NOTES PROPERTIES,TABLE 5,THIS SHEET. �,J MMIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. II 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. 2264' g1 20 2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"THICKARE TO BE CONSIDERED 1X INSTALLATIONS. BUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-172'THICK OR GREATER.IX AND 2X BUM PRODUCT REVISED 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 as complying withihe Flodde. ENGINEER OR ARCHITECT OF RECORD. Building CodoAcc4ptiI�� �� THIS SHEET. ttllIII1Da t cc,No ) INN 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO �t L � Rerised By. Gate: Revision: REFERRED TO AS DAYLIGHT OPENING)IS �� pts( .N J J O MEASURED FROM BEADING TO BEADING. �` at '41GENSic''•�FQ�i 10/10/11 2014 UPDATE Miami ndcPtadaMConuaJ d 1/4°MAX SHIM Q Ravised W. Dote+ Ravlolon: NO ANCHORS ; No.55705 'x ' SC 08!20115 TABLE 5 REQUIRED IN ', CONCRETE PER t _ DeacrfptWnt Drawn BY: F ?n-T LANGE ANCHOR '^ FRAME SILL ••-0' '•°^s' ' REQUIREMENT ��y,• Ta o (5: FLANGE FRAME INSTALLATION DETAILS J RO�OWSKI " .• ' ,, .., •1 i"�,(\•. FLORIDI",••''�ji\�`� 1 ry0YTECHNOLOGY DRIVE Title. N � ta P.O.BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11 VERTICAL SECTION B-B !�t� 1 1�� NOKOMIS;FL 34274 gedeo/Model Scale: SheeC 0mwin9 No. Rev. A,LYNNIt:4iLiER,P,tc. CERT. OF AU11•H. X29296 SH-200 NTS 4 OF 8 MD-SH2O0-01 B P.E.q 58705 INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE EDGE DISTANCE NrAND 114'MAX SHIM DISTANCE TYR.ANCHOR TYPE,EMBEOME DISTANCE 114'MAXSHIM EDGE -EDGE DISTANCE PER SUBSTRATE,SEE TABLE 6.THIS SHEET TYP.ANCHOR TYPE, EMBEDMENTAND EDGE 2X WOOD,SEE INSTALLATION WOOD,SEE NOTE ZTHIS SHEET WOOD, DISTANCE PER SUBSTRATE, NOTE 2,THIS NS EMBEDMENT EMBEDMENT SEE FIOTE 1: SEE TABLE 8,THIS SHEET. SHEET OPTION 5 TABLE 6 THIS TABLE CURVED HEADER EMBEDMENT THIS SHEET HORIZONTAL SECTION C-C INSTALLATION DISTANCEEDGE EDGE 2X WOOD,' L DISTANCE SEE NOTE 2, ANCHOR THIS SHEET 26 41 27 THROUGH THE FIN DGE EDGE 12 61 '10 )R(SOREM �� EMBEDMENT DISTANCE i EMBEDMENT DISTANCE SHIM MAX S11 6 TYP.ANCHORTYPE, 1/4�MAX SHIM 36 1 EMBEDMENTAND IAW EDGE DISTANCE 14i 4 TYR.ANCHOR TYPE, ....... PER SUBSTRATE, EMBEDMENT AND EDGE 24 INSTALLATION SEE TABLE a,THIS DISTANCE PER SUBSTRATE, INSTALLATION -U OPTION 6 SHEET. SEE TABLE THIS SHEET. 64 INSTALLATION ANCHOR VISIBLE 36 INSTALLATION OPTION 5 32 (NAIL)THROUGH THE FIN LIGHT OPTION E INSTALLATION WERIOR HEIGHT 61 30 STRAIGHT HEADER ANCHOR(SCREW) VISIBLELIGHTWIDTH 29 INSTALLATION ANCHOR THROUGH THE FIN BUCK WIDTH EGRESS FORMULAS (SCREW)THROUGH THE FIN (EQUAL-LITE) MULLION SECTION WIDTH:BUCK MOTH-r r4i)-/ HEIGHT:BUCK HEIGHTt2-6-13116" DADE APPROVED MULLION,MAYBE EXTERIOR INSTALLATION VERTICAL --l- - I VISIBLE LIGHT FORMULAS 1/4'SHIM.SEE SUBSTRATE 2.7617:37 USE EITHER OPTION 7 PROPERTIES.TABLE 6,THIS SHEET. (EQUAL-LITE) BUCK LATCH(N 29)OR INSTALLATION MOTH(SASH):SUCKYAOTH-4-11`16' HEIGHT 32 BOTTOM LOCK ANCHOR(SCREW) WIDTH(FIXED):BUCK V41DTH-3' (#11).TESTED THROUGH THE FIN 114'MAX.SHIM EXTERIOR HEIGHT.(BUCK HEIGHT-8-1146-)19 35 UNIT LOCATION: N FIN 1/4'MAX.$HIM —6 IU 6-5/8r FROM WITH FIN I s4 VENT END. #10 STEEL _- REMOVED VISIBLE SELF-DRILUNGTABLE 6: LIGHT 1 7 SMS(05) Min.Edge Min. HEIGHT I1I 34 Anchor Substrate Distance Embedment I 11 2-1/2"x.1j-3!-Box Nsfl P.T.SouthemPlne(SO-.65) UZI 2-7110' EXTERIOR 2-112'x.13111 Common Nall P.T.Southem Pine(SO-.6M 9116" 2-7116' 43 2-112,x.145'RooNig NO P.T.Southam Pine(SO=.66) 9116' 2-7/161 P.T.SoWhem Pine(SO-.66) 314" 1.431 2.254' 31 20 ALUMINUM/STEEL FRAMING OR STEEL #10 steel SMS Screw(136) Aluminum,6003-T5 min. 3/8" 11B" ST=SEE SUBSTRATE PROPERTIES, Steel Stud,Or.33 min. $16, 0.038 P1tOOUcrRBVtSw 5 NOTES TABLE 6,THIS SHEET. A36 Steel 3/8, 1/&, ns.0giplyingwith thoploddIA 0 "0 I)MUM OF 3 READS BEYOND THE METAL SUBSTRATE. 1/4*MAX$HIM I)USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED I-li-Acceplon7 OV! L f Rwimed sp Date: RaWslow f ON TABLE 6 OF THIS SHEET. ............. JJ 10/10/11 NO CHANGE 'Iyl- .1.�1.dw TYR.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE �,JCEN EMBEDMENT AND EDGE EDGE I DISTANCE LIMITS,ANYRevisedW. Da Revision: DISTANCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN 140.58705 Dafen SEE TABLE 6,THIS SHEET. MAY BE USED ON ANY SIDE OF THE - : SC 05/20116 NO CHANGE EDGE WINDOW, psawpu0n: Drown 8y: DISTANCE INSTALLATION 2)2X WOOD FRAMING OR BUCK, OLL 1tj-- FIN FRAME INSTALLATION DETAILS J ROSOWSKI 16ERO�F OPTION 6 EMBEDMENT 1-112*THICK OR GREATER. INSTALLATION ANCHOR -It 0 R I D 1070 TECHNOLOGY DRIVE Title: ............ 14.VENICF�FL 34-275 (NAIL)THROUGH THE FIN 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT %,%,\ SINGLE HUNG WINDOW INSTALLATION 05/11/11 70NAL 0 P.O. BOX 1529 1 (ALSO REFERRED TO AS DAYLIGHT 1/'111110% NOKOMIS:FL 34274 SerfeslAfudek I Drawing No. OPENING)IS MEASURED FROM -OL VERTICAL SECTION D-D BEADING TO BEADING. A.LYNN MILLER,v-e, CERT. OF ALTH.#29296 SH-200 11NOITS jsh5OF8 MD-SH200-01 116 P.E,#66705 TABLE 7: Anchor Quantities Required,Flange Frame PRODUCTREVISBD Madmum Wutdow Width' as Complying with the Florida i&118" Mir 33' 37' 41' 45' 46 83.118" Building Code Og'�.�2 Maxttnvm Sash Height" GmupA Group 8 Group Gro�A Group a Omup C GroupA Group 8 Group GmupA Graq+B GmapC GmupA Group B Group GroupA Group S Group GroupA Group 8 Group GmupA Group B Group Acecpla m No zz pKc E rot Data 1 Window g g g g Haight (sae Figure A.this shoal)ga+ g Sal s �? g 5 g 5 g d � � � o� � � � Mtumi deFraduet 23" 11-91iB"(Equal Lile) 2 2 2 2 -2-f-2-F-21-2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under 1831t8' 2 212 2 2 2 2 2 2 2 2 2 3 213 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 _2 3 2 37" 149116{Equal L8a) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 r Im Y r mar 18-9116' 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 ems-• under l&7!B" 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 r 388„ 167f6INu 183118"3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 213 213 2 3 2 3 2 2 2 0 Q Or to-1t4'{Egvai Uta) 2 _L..L 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 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 .0 O owt t&114" 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 underi84d16" 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 g 2 3 2 4 2 3 2 3 2 '� d8„ 185118"duu 22{&8'3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 d 225116"(Equal L8e) 2 2 2[2T-2-F2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 mer225N8' 2 2 22 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 under 24118" 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 i Z Z }' 00 49, 28.1/8"thio 24-112i3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 3 2 3 2 3 2 )� Z CQ 0 248116"(Equal Lila) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 Ili (,) (Aar 243/18' 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 O under2413t16" 3 2 2 2 2 2 3 2 3 2 9 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 VISIBLELIGHTNT SASH a Z Z Z to 2413718"thm24-11118°' 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 3 3 9 2 3 2 HEIGHT � � Z F- HEIGHT 24514'(Equal Lata) 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 = r Z R Z 2 2 2 2 3 2 3 2 3 2 g 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 SASH HEIGHT I r r U a3 undar24-15118" 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 4 3 4 3 3 9 8 3 4 3 3 3 6 3 4 3 4 3 6 3 4 3 4 3 -MI6" y� p {� a Z 6i` 24.16/18"thm 30-678u3 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 3 3 3 3 2 4 3 3 2 3 2 4 3 3 2 3 2 `i O 349116"(Equal Lite) 2 2 2 2 2 2 2 2 2_t2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 I r O O owr 349116" 2 3 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 g w N under 263/4" 3 2 3 2 3 2 4 2 3 2 1 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 8 2 4 2 3 2 6 2 4 2 4 2 5 2 4 2 -0 2 8&. 67 26314"thin 3f518"3 2 2 2 2 2 2 3 2 2 2 2 213 2 3 2 2 2 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 3 3 2 4 3 3 2 3 2 4 3 3 2 3 2 � Z Z 315116"(Equal Lila) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 Q (n amr3l-wi8" 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 4 2 3 3 4 2 4 2 3 3 4 2 3 2 3 is v under 2$X4" 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 9 2 4 2 4 2 3 2 5 2 4 2 4 2 6 2 4 2 4 2 � v an 73" 283/4"1hm 3841g"3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 3 4 3 3 2 N 38-8116(Equal L8e} 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 t+h owr 348118" 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 2 2 3 3 3 3 2 2 3 3 3 3 2 3 3 4 3 W� 4 3 2 3 D x under 31374" 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 S 2 3 2 4 2 3 2 3 2 b 2 4 2 3 2 4 2 4 2 3 2 i tit o 78" 313!4'thnt 38"3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 3 2 3 2 4 3 3 3 3 2 FIGURE A:SASH CROSSio 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 SECTION{WITH 0>a p I Tip-to-tip dimensions for flange mindows shown.For buck dimensions,subtract i". MONOLITHIC GLASS) c Z 2 OWMIl sash height.For clear daylight height,subtract 3-9115". 3 Size range includes the standard Pm.View(3-0eer-2 configumtlon)for the gitan Window Height. 49� FROM . � g'MAX, relerJ to'Meeting Rall". "MR" FOR ALL '`www w 1 I I I I t t I!fry For overall sash width,subtract 2-15115"from the buck dimension. FLANGED `tie jt �a� NOTES WINDOWS WITH f ���i�4'•. •' '••., M/ u) CURVED URVED .,�.•' o 1)USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION HEADER AN ` v�;' ,n t ON SHEET 1.DIMENSIONS SHOWN ARE TIP.TO•TIP. ADDITIONAL , ANCHOR IS - ;v o ¢ O' a 2)FOR FIN FRAMED WINDOWS,SEE NAIL PATTERN ON SHEET i. REQUIRED AT y';� z O THE CENTER OF 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH THE HEADER. i,Q,$�yb L a,7 �bj; OR HEIGHT DIMENSION SHOWN ON THE TABLE. `y 4)REFER TO TABLE 6,SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. PRODUCT REVISED as complying wish the Florida Building Coda 8 Acccplance N01 ANGLED/CURVED ANGLED/CURVED Br mhon Dale �(Q FRAME FRAME °y ado roduN / ASSEMBLY 90*CORNER ASSEMBLY FME 90°CORNER 3 AS EMBLY FRAMEr- m 52 ASSEMBLY g � O � z1 a o 21 � �� � J p 3 ¢ O _ 1'WEEP 1'WEEP 6 50 61 NOTCH® NOTCH EACH END EACH END 11.i ll.. Q p c; 2 6 ¢ J LL Z C) 6D 61 FLANGE FRAME V .•V y n 60 61 MITERED FRAME SHOWN,FIN prf WITH FRAME MITERED FRAME FRAME SIMILAR .y�{ WELDS AT WITH FRAME '$Z Z J SCREW BOSSES WELDS AT SCREW BOSSES rc m Z ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o (n O FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL o o D N z ! 2 X O co L) 12"NOM. 112'NOM GLASS STACK GLASS STACK 'o 1!4"AIRSPACE 3/16"AIRSPACE ® N n `� 1!8'ANNEALED OR 3/16'ANNEALED OR 114'ANNEALED OR 1/8'ANNEALED OR 3116`ANNEALED OR 116°ANNEALED OR TEMPERED GLASS1-- 14 AN TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS 118'ANNEALED OR TEMPERED GLASS TEMPERED GLASS x�+ TEMPERED GLASS 60 III 61 I 82 I 63 II 64 � a 40 I 41 42 43 43 I '�+T�oi o F 318'NOM. 3/8•NOM. I 318"NOM. I 318'NOM. I I 318"NOM. I n a z GLASS BITE II GLASS BITE II I� GLASS BITE I GLASS SITE II GLASS BITE I 38 o Z CCi 36 36 36 36 33 32 7 7 7 7 T �.\`\\`I��aivz'/". ...., 0,y'., .• v' 1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL =s;W6 'nn • 'D GLASS GLASS TYPES O&I GLASS TYPES H&J y GLASS TYPES A&B GLASS TYPES C&b GLASS TYPES E&F !(/` /0. d Item DPGT# PGT Part# Description z.000• g 1 1 2703E 82703EW Flange Frame Head 2 27516 62751BW Flange Frame SIII �- z'0°°• .050" °82^T 3 2781 62761W Flange Frame Jamb 062" 500^ 238' .oez• 1.125^ 4 2713 62713BW Integral Fin Frame Head -� 2'600^ 2.000• 1 •050' 5 2714E 62714EW Integral Fin Frame SIII .050• 1 6 2782 62782W Integral Fin Frame Jamb 869" 60D" •062" •062° .889• 7 2706 62708DW Sash Bottom Rail °02. .062• 4�4 .050• 1 8 2707 02707CW Sash Top Rail500' '.050062. os2° 9 2739 6273918 Fixed Meeting Rail O FLANGE FRAME HEAD 1 �_ .050• 062° 4- 10 2709 62709CW Sash Side Rail °063-T6 ALUMINUM 1 2.066• FLANGE FRAME SILL FLANGE FRAME JAMB INTEGRAL FIN FRAME HEAD 11 2740B 742740AW Sash Bottom Lock O 6063-TG ALUMINUM O 6063-T6 ALUMINUM 4 6063-T6 ALUMINUM 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb,Flex PVC 70 976° 21 1662C 7PAD118 Open a Gasket,PDlyethetyne � 2.056" 3.226• 22 1270 7PADi18 Open Cell Foam Pad o50• 1.12x^ � .oso• � �I 1.167• 050• 23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC .062• 1.e07• 1,e98° 24 4066 64066G Wstp.,187 X.230 Fin Seal 2.000• os2^ 25 2784 72784W Sash Side Rall Gasket,PDlyethelyne .97s• 050 1.229' 050 ADDON FLANGE 28 1076 7121UM Balance Take-out Up 7.126" •97fi 50• I 082° 062" 13 6063-T6 ALUMINUM 27 Varies per Size Balance j1 J 28 2711 4280OW Sash Cam,Nylon 1 050• I Imo- .o6z° 29 1096 71096W Sweep Latch,Zinc 2.06°" .050• -_I .926" I� '800. 30 1016 7858W W #8 X.825 Ph.FI.SMS Latch Screws O INTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME JAMB O SASH BOTTOM RAIL O SASH TOP RAIL 6063-Te ALUMINUM 6063-TS ALUMINUM 6063-T6ALUMINUM 6083-T6 ALUMINUM 31 1267 71267N Setting Block 1/8"x 112"x 1",EPDM 32 6DURAK316 Duraseal-3/16" -•I1-- .062• 33 6DURAK14 Duraseal-1/4" 34 Sash Bottom Lock Spring os2• ►{ ess• 35 Screen Cloth,Fiberglass 1.662' 1.187' 36 Dow Coming 899 Silicone Glazing Sealant .062• .050^ 826• .674' 40 1625 61625B Glass Bead(1/6"Glass) -.i .926• I� � 1.157' -� 41 2719 627198 Glass Bead(3116"Glass) 062^ -1.010• 42 1263 612638 Glass Bead(1/4"Glass) O FIXED MEETING RAIL 10 SASH SIDE RAIL 11 SASH BOTTOM LOCK RAIL 12 SASH STOP PRODUCTREVISED 43 1253 6VT48B Glass Bead(I.G.) 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6053-T5 ALUMINUM as complying with the Florida Bu 50 781 PQA #8 X 1"QUAD Pn SMS Acte ding code Building Acceptance No Eapiratim Date 51 781PSTX #8 X 1"Sq.Pn Twin Fast SMS-410 S.S. IYNN 11 11 I I I I 1 1 170 52 1184 781 LHPQA #8-15 x 1 LH TWintast Screw Zinc \\t����'6ENS'MI/�F,//� �waed ey: Date: �v1e10n 1 ti ade product canrrol JJ 10/10/11 NO CHANGE 53 1186 781 LHPQX #8-15 X i LH TtalMast Screw Zinc(S.S.) �';' �� F ''.A*- Revlaed W. Dote: Revlefon: 54 78X1PFTFUA #8 X1"Ph FI u/cut SMS No.58705 _ SC 05/20/15 NO CHANGE 55 78X1FPAX #8 X t"Ph FI-Stainless Steel = �` ® peaeApllon: Drown By: 60 1/8"Annealed or Tempered Glass : G''•CC j2f . LUZ BOM&PART DETAILS J ROSOWSKI 61 3/18"Annealed or Tempered Glass ��� TE �� 1 70VENICE,TECHNOLOGY 4275 77110.' Dole: 62 1/4"Annealed or Tempered Glass %,���SS,FCOR�a?��; sox 1s 4 SINGLE HUNG WINDOW INSTALLATION 05/11/11 63 1/6"-1/4"Alr-1/8"An.or Temp,I.G. �i,,��NA�1 ��t` NOKOMIS; FL 34274 SerfolModoh Seale: Sheet: Drawing No. Rer 64 1/8"-3116"Air-3116"An.orTamp.I.G. A.LrnrvA,LikR,P.E. CERT. OFAUTH. X29298 SH-200 NTS 80F8 MDSH2O0-01 B P.E.06°705