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v GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW - 'I)THIS PRODUCT HAS BEEN DESIGNED&TESTED 70 COMPLY WITH THE RE�UIREMENTS OFTHE FLORIDA ' 8411LDING CODE,INCLUOINO THE HIOH VELOCITY HURRICANE ZONE(HVHZ). 53-1/B"'TIP-TO-TIP WI�TH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/S'BUCK WIDTH 62-1/8'BUCK WIDTH � 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVEO MASONRY NO ANCHORS qg��g• 48-118" REQUIRED IN VISIBLE LIGHT VISIBLE LIGH7 ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C80 CONCRETE FLANGE 8'MAX. MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES fi 8 8,SHEET 4 8 6. FRAME HEAD B 3'MAX. h+— --�D 4)MA90NRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCK9 ARE OPTIONAL IF UNR IS INSTALLED 4_ � DIRECTLY TO SUBSTRATE.WOOD BUCK9 DEPICTE�AS 2X ARE 1-1Y1'THICK OR GREATER.1X AND 2X BUCKS L 35•��2� 4 8'MAX.FROM ---'—'--�J`�'� � VISIBLE �_ ._ 361Y1" (WHEN USEO)SHALL BE DESIONED TO PROPERLY TRANSFER LOADS TO1HE STRUCTURE.WOOD BUCK DESION CENTER OF — / —•—� AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECOR�. MEETINO / 21" LIGHT � � � VISIBLE RAIL / MAX.O.C. �B� / LIOHT 5)i1NCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINO OR&TUCCO.USE ANCHORS TIP-TO 8"MAX.O.C. OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5$8,SHEET 4 8 6.NARROW JOINT SEALANT IS USED ON ALL TIP FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOUID BE SEALED.OVERALL SEALINGIFLASHING _____ _ ��,HEIGHT � t STftATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK OF THESE INSTRUCTIONS. _ / — � HEIGHT / � 77" 8'MAX.FROM � J BUCK 6)SHIMS ARE RE�UIRED AT EACH ANCHOR LOCATION WHERE THE PROOUCT IS NOT FLUSH TO THE CEN7ER OF HEIGHT SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOO�BUCKS,BY OTHERS,MUST BE MEETINO SUFFICIENTIY ANCHORED TO RESIST LOAOS IMPOSED ON THEM BYTHE WINDOW. RAIL / y3• � � MAX.O.C. I 7)DESIGN PRESSURES: 1 ' A.NEGATIVE�ESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GIASS PER ASTM " E1300. B.POSITIVE D[SION LOAD3 BASED ON WATER TEST PRESSURE,3TRUCTURAL 7EST PRESSURE,FRAME B" �—�-�0 NO ANCHOR3 RE�UIRED � —`� ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANOE FRAME SILL 3`MAX. _ . � 6'MAX.O.C. 8)THE ANCHORAOE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONOINO TO THE REQUIRED DESIGN PRESSURE.THE 331l3°/.STRESS INCREASE HAS NOT BEEN USE�IN THE DESION OF TYP. FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THIS PRODUCT THE 1.8 COAO DURATION FAC70R WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD. TESTED UNIT� ANCHORS THAT COME INTO CONTACT WITH OTNER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS ( (TESTED U N IT} OF THE FLORIDA BUILDINO CODE FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FfL•8479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSUAF&PA NDS2005 FOR WOOD CONSTRUCTION ANO ADM•2006 ALUMINUM DESION MANUAL. 10)7HE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN A57HE 4060 SERIES(FLANG6 FRAMEj OR OUIUE TO SHEETS: 400�SERIES(FIN FRAME). OENERAL NOTES.................... 1 � ELE VATIONS................... ... 1 ' DESION PRESSURE RATING IMPACT RATINO DESIGN PRESSURES....... 2 8 3 VARIES, NOT RATED FOR INSTALLATION,FLANOE.............4 � - SEE SHEETS 2 8 3 IMPACT RESISTANCE INSTALLATION,INTEORAL FlN...6 WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE ANCHOR�UANTITIES.................6 i SHAPE IN A'BLOCK AND OBTAININO DESION PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. OLAZING DETAIL3.....................7 � CORNER AS3EMBLY....._............7 EXTRUSION PROFILES...............8 �+— WIDTH —.� {�— WIDTH —►{ PARTS LIST............................ .8 — -'---- --- --'--'• . � � ' r �/ PRODl1CTRBVISBD as mmplyl�w1W 1he Flotl� � � ��llllllll� OuildfngCode i Revined 6y: Oole: Revlalon: AcccplenmNo �". 0�3, �� a.�l A4/(� i� 8xpirnttpn Dato 1� HEIOHT HEIGHT � '� • 'P ; JJ ��'�•'��GENS� F ' 10/10/11 2010 FBC NOTE BY ��.� '•* i Rovh�d By: Dolr. Ravlelonr �M�om Dade Product CAUII' / / = -k j Ko.58705 '. ��f �� GENrERAL NOTES&ELEVATION J ROSOWSKI // � � // ;-�`�.��It �i ��P . STATC�F ;��_\ eau��ure PROVIEW/IXiIEL MCH70PPROYI2W/0RIP1 M�IIISTOPE�l1ALLf1E %O�'•,, F��ry�pP.•' G� 1070 TECHNOIACY DRNE Tillc ' Dofr. ., �cs ..,,..•• �� N. VENICE. Fl.aavs SINGLE HUNG WINDOW INSI"ALLATION 05/11/11 ' ��i�IS��NA�� NOKOMISOFL�34274 ` �� Se�lee/AlodeC Scala: Shut: Drcwing No. R6v: ALYNNMILLER,P.E CERT. OF AUTH. �29298 SH�ZOO NTS 1 OF 8 MD-SH2O0-01 A P.E.p 68706