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r � e _GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REqUIREMENTS OF 7HE FLORIDA BUILDING CODE,INCLUOINO THE HIOH VELOCITY HURRICANE ZONE(HVHZ). 53-1/8"'TIP-TO-TIP WIOTH — 2J SHUTTERS ARE REQUIRED WHEN USEp IN WIND-BORNE DEBRIS REGION3. 52-1/8'BUCK WIDTH 62-1/B'BUCK WIDTH � , 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY'APPROVED MASONRY NO ANCHORS qg.��g• 49-1/B' ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REQUIREO IN � VISIBLE LIGHT VISIBLE LIOHT MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES b&8,SHEEf 4 8 6. FLANGE y B 8'MAX. FRAME HEAD 3��`'��• � -�� 4)MASONRY ANCHOR3 MAY BE USED INTO WOOD AS PER TABLE 9,SHEET4.ALL WOOD BUCKS LESS THAN A1 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNR IS INSTALLED f' � - DIRECTLY 70 SUBSTRATE.WO00 BUCK9�EPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X 9UCK5 g•ry�qx,FROM � T 35-1/2" (WHEN USEO)SHALL BE DESIONED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOO�BUCK DESION CENTER OF - � � VISIBLE �_ .__,_ 36-1@" AND INSTALLA710N IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHI7ECT OF RECOR�. y�• LIGHT MEETINO / VISIBLE RAIL MAX.O.C. 78� / lIOHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINQ OR STUCCO.USE ANCHORS TIP-TO 8'MAX.O.C. OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 8 e,SHEET 4 8 6.NARROW JOINT SEAL4NT IS USED ON ALL TIP � FOUR CORNERS OF THE FRAME.INSTAILATION ANCHORS SHOUL�BE SEALED.OVERALLSEILLINO/FLASHINO ----- - ��,HEIGHT STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A 9UCK Cf OFTHESEINSTRUCTIONS. _ / — � HEIGHT — t ��• � 8'MAX.FROM / � � J BUCK �)SHIMS ARE REQUIRED AT EACH ANCHOR LOCA7ION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF FIEIGHT SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRINO APPL�ED LOA�S.WOOD BUCKS,BY OTHER8,MUST BE MEETINO / SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON 7HEM BYTHE WINDOW. RiUL � y3• / MA)(.O.C. I 7)DESIGN PRESSURES: 1 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAI.TES7 PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. I �.POSITIVE DESION LOA03 BASED ON WATER TE9T PRESSURE,3TRUC7URALTEST PRESSURE,FRAME 9� ��--�a NO ANCHORS RE�UIRED —�� ANALYSIS ANO OLASS PERASTM E7300. MAX. 3'MAX. IN FLANaE FRAME SILL — — 8'MAX.O.C. 8)THE ANCHORAOE METHODS SHOWN HAVE BEEN DESIGNE�TO RESISTTHE WINDLOADS CARRESPONDWO TO THEREQUIREDDESIGNPRESSURE.THE331/3'hSTRES5INCREASEHASNOTBEENUSEDINTFiEDESIGNOF TYP. FLANGE FRAM�ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THIS PRODUC7.THE 1.8 LOAO DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO W000. qNCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS (TESTED UNIT) (TESTED UN IT) OF THE FLORIDA BUILDINO CODE FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FfL-847B;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAFSPA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-200fi ALUMINUM DE310N MANUAL. 10)7HE 200 SERIES SINGLE HUNG WINOOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGB FRAME)OR DUIDE TO SHEETS: 400'I SERIES(FIN FFiAME). GENERAL NOTES......................1 ELEVATIONS..........................._...1 � DESIGN PRESSURE RATING IMPACT RATINO DESIGN PRESSURES...... .2 8 3 VARIES, NOT RATEO FOR INSTALLATION,FLANOE......_.....4 , WINDOW SHAPES AND SASH CONFIGUFtATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED HY INSCRIBING THE SEE SHEETS 2 8 3 IMPACT RESISTANCE INSTALLATION,IN7EORAL FIN...6 ANCHOR�UANTITIES................8 SHAPE IN A BIOCK AND OBTAININO OESION PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 8 3. OLAZING DETAILS..........._........7 CORNER ASSEMBLY....__..,......7 ' EXTRUSION PROFILEB......... ....8 {-►- WIOTH -^I E�-- WIDTH -+� PARTS LIST................................8 -- �----- ---- rROOUCrzcsv�seo �/ � �/ �/ a+camplyl�wiW�tro FIat1Aa ��4 I I I I 1 I�� uliding Codo �� , M� /i� Revfaad By: �ale: Rovlafon: A«epienceNo )" ��3 \♦ O�� ,.. ...,�(�. i� 8xpirot�9nDale �(o HEIGHT HEIGHT ` �`�`,•��ENSF '•:'Q*; JJ 10/10/11 2010 FBC NOTE B � � �: Rovf��d : Dofe; Y 5g705 �' Ravblon: JVilom Dude Pioducl ConU ��C.: No. / / / / oI � �w` � Daaadptlon: Orown Hy: / / / / %�0,'••��¢oF��,;'tv- GENERAL NOTES&ELEVATION J ROSOWSKI' I '� •• s�at =� eoue�ute PROVIEW/OPIEL ARCHTqPPROVIOW/ONIOL MUIUBTOPE�WILLRE '�O�'•., F��aP.•'��j�� 1070 TECHNOLDCY DRNE ntbi OoH: �%cSS10NA��` N.VENICE, r�a4s�s SINGLE HUNG WINDOW INSTALLATION 05/11/11 ' i P.O. BOX 1529 � ��li��\� NOKOAIIS, FL 34274 SMae/Alodal: Scale: Shut: Drowlnp No. Rew ALYNNMILLER,P.E CFRT. OF AUTH. �2829G SH-200 NTS 1 OF 8 MD-SH2O0-01 A P.E.q fiB706