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GENERAL NOTES. ANCHOR LOCATIONS&SPACING
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<br /> 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY i
<br /> WITH THE FLORIOA BUIL�ING CODE FOR THE DESIGN PRESSURES LISTED.
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<br /> 2)WOOD BUCKS DEPICTED AS 1X ARE LE55 THAN 1-1l2'THICK.1X WOOD i
<br /> BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. , �
<br /> WOOD BUCKS DEPICTEO AS 2X ARE 1-12'THICK OR GREATER.ATfACHMENT'
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<br /> METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 53-1/8"MAX.TIP-TO-TIP 52-1/8"MAX.BUCK �
<br /> 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OFANCHOR TO �� 52-1/8�MAX.BUCK � 6�Mqx �5'MAX i �
<br /> SUBSTRATE EDGE(DCCLUDING FINISH OR STUCCO). ',
<br /> 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO 9��M�• i
<br /> THE SUBSTRA7E,USING SHIMS CAPABLE OF TRANSFERRING APPLIED T � � � fi
<br /> LOADS. 1 i / � 77" / , i
<br /> 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS 1 / I M�' / I
<br /> APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SFWLL BE I I BUCK
<br /> PROTECTED AS REDUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE I I 6�MAX• '
<br /> PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE RORIDA
<br /> BUIL�ING CODE. � I I (
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<br /> 6)ADHESIVE SEALANT SHALI BE USED BETWEEN SUBSTRATEAND FLANGE 17�M'�• I I • MAX.
<br /> OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE � � I BUCK
<br /> OF INSTALLATION SHALL BE DONE BY OTHERS. �
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<br /> 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 i / � MqX, / �
<br /> KSI CONCRETE AN�CONCRETE MASONRY UNITS COMPLYING WITH ASTM TIP-TO-
<br /> C-90.GLAZING COMPLIES WITH ASTM E1300. � � !
<br /> i / i TIP /
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<br /> 8)THE 1!3 S7RESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. j ':
<br /> THE 1.6 LOAO DURATION FACTOR WAS USED FOR THE EVALUATION OF _[_ j
<br /> WOOD SCREWS. 9„M� � � �
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<br /> ------ ------ 5"MAX. '
<br /> 9)PRODUCT MAY BE INSTALLED INTO STEEL �
<br /> OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. � � FIN FRAME • I
<br /> FLANGEFRAME �
<br /> 10)THE 200 SERIES WAS FORMERLY KNOWN AS THE 4000/4001 SERIES. WITH HEAW-DU7Y MEETING RAIL WITH HEAVY-DUTY MEETING RAIL
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<br /> TABLE 1.FIN 8 FLANGE WINDOWS TABLE 2:FLANGE WINDOWS TABLE 3:FIN WINDOWS _ i
<br /> Min.Edge MIn. Min.Edge Mln. �
<br /> MchorT e Subslrete AnchorType 3ubstrsta
<br /> Buck Si:e Design Pressure Certif(cation yP Dist. Embedment Diet. Emhedment �
<br /> Width Hel ht Sash Style + sf .t3t'x z-t72• '
<br /> ( ) (-) sf Numhers Wood(Sauthem P(ne) 12" 1-3i8' Wood(Southem Pfne) 3/8' 1-7/16' �
<br /> Nail
<br /> 52-1/8" 7T' Equal Ute 55 65 190-1003 Steel Stud Gr 33 3/B" .045(18 GA) ili2 Penheed �
<br /> #12 Sted SMS SMS Wood(Saulhem Pine) 8/18' 1-3/8' �
<br /> , Aluminum�OB375 3l8" 1/8" i
<br /> Steal,A38 3/g" ��g� #70 husshead yyoad(Sauthom Pine) 7/18' 1-318' �
<br /> Screw
<br /> , 1f4'Masonry Concrete 1' 1-3lB" �
<br /> �h�' Fbllav CMU 2-1/2' 1-1/4" `
<br /> NOTE:FORALLMETALSUeSTRATES,SCfiEWEMBEDMENTSNALLBEMIN.3THFEADS �
<br /> BEYOND INSIDE FACE OF I.MTERIAL. �
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<br /> �� -:=~ •? J.ROSOWSKI 01/18/13 ALUMINUM 6083T6 ��,���°`� I
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<br /> y / (,O1�f ���_1o707ECHNOLOGYDRIVE � I
<br /> . ,,. V�,�F"f :•;�-' NOKOMIS,FL34275 SINGLE HUNG INST., HD MEETING RAIL �
<br /> ,,, .. �C `��Q;.,',(,�`. FL CERT,OF AUTH. 28286
<br /> '"C=,,:,r �i,• A.Lynn Miller.P.E. °`r'w°'e a� e"� u"'o^n w.. j
<br /> i/; .-.:.ln1h�,`^�;' P.E.if58705 SH-200 NTS 'I of 3 1032412JR i '
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