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10 1!2" O.C.MAX. 2"TYP. `�'_' NIAX 15" MAX O.C.(fYP) � <br /> 5" MAX <br /> 4" NP• SEE NOTE 2 4 SEE NOTE 2 <br /> 6" TYP. 5" MAX� A <br /> 5" MAX. ' <br /> i t <br /> 10 1!2" O.C.MAX. 1fi" <br /> MAX O.C. � <br /> Cn'p) <br /> � ' , <br /> , <br /> INSTALLATION <br /> INSTALLATION � _ ANCHORS(TYP) <br /> � . ANCHORS(fYP) � � <br /> B B <br /> � A ' <br /> ANCHOR LAYOUT-FIN ANCHOR LAYOUT-FIN <br /> THRU NAILINO FIN(PLUMINUM OPENING) 7HRU NAILING FIN(WOOD OPENING) � <br /> NOTES: � <br /> 1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. � <br /> 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1l4" USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT <br /> , 3.LOAD B�ARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. ' <br /> 4.#10 SHEET METAL SCREW ANCHORS OF SUFFICENT LENGTH TO ACHIEVE A THREE PITCH THREAD MINIMUM PENETRATION BEYOND METAL SURFACE. . <br /> 5#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4",IN ANY DIRECTION,SHALL BE ACHIEVED'. <br /> 6.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL <br /> 'DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. <br /> 7 INSTA�LATIbN ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL B UPDATED PER 2010 FBC '10/14/11 TEF , <br /> NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A.TuRNER,FL P.E.5e201 A UPDATED PER NEW FBC REQUIREMENTS 7/08/08 <br /> 8.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ������pRE�j�r��� (y'����WV�Z <br /> A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) �� rl W � �,' <br /> B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �� ���5 P.•"""•� TG���i� }�it�F <br /> C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,IYPE 1(OR GREATER). ` GP�•��G E NSF.��Qy�' ...µ�ND01Y5&DOORS <br /> D.ALUMINUM-6063-T5 11/1G/11 �J�� '•�' 1900 SW 44TH AVE. <br /> , ti�. No 58201 .7�� <br /> � OCALA,FLORIDA 34474 <br /> 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH "t: # �*= ITLE: � <br /> THE CURRENT VERSION OF THE FOLLOWING REFERENCE.DOCUMENTS: =�o: :q� ANCHOR SCHEDULE&NOTES-NON-IMPA T <br /> FMA/AAMA 100 FIN WINDOWS,FMA/AAMA 200 FLANGE WINDOWS, w�', sTATE OF :�� ERIES: RAWN BY' NTE: <br /> � � � � 'O•. �u. 6200. ADE 02/OB/08 <br /> FMA/WDMA250(BOXWINDOWS),.FMA/AAMA/WDMA300(EXTERIORDOOR$). � TMEiNFOanv�noNCOrrraNO�Pow DRAWINGISTHESOLEPROPERTYOFCUSTOM �"�FS;�'�OR1�A'���:� ODEL.qLUM.XXSLIDER scn�E: NTS Wc. o.. <br /> WINDOWSYSTEMS,INC.ANYREPRODUCiIONINPMTORASAWHOLEWITHOUTTHE �i� S����'����N`��� CWS-'I�'I <br /> WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBRED. f�/�1��A'Itit��� EV.LETTER: B HEE 2 OF 7 <br />