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A �18� SEE NOTE 2 M�o� �8° SEE NOTE 2 <br /> s„MAX MAX O.C. I 4 M� �7yp) MAX O.C. <br /> (TYP) � �MAX.�{ �P) 4"MAX.� L6" <br /> �P� e"ry�qx �P� SEE NOTE 6 �P� 8"MAX �P� �M'4X O.C. <br /> -- q PMp�(,� I 4„M� Cn'P) SEE NOTE 6 <br /> ——— — (rva) �— <br /> (n') --- ----- <br /> s^n�u,"'m'P) I I 4�M'vc'm'P� I I � <br /> � � � � � I I <br /> I I �e^ I I <br /> L MAX O.C. � I MAX O.C. 18"MAX O.C. I I MAX O.C. O <br /> (TYP)THRU (TYP) (TYP)THRU �yP� <br /> FRAME,12" � � I FRAME.12" � O I <br /> MAX O.C. I I M�0•C• INSTALLATION <br /> (IYP)W/CLIPS INSTALLATION Cn'P)WlCLIPS I I qNCHORS TYP. <br /> (SEE NOTE A) I I ANCHORS TYP (SEE NOTE A) I I (SEE NOTE A) <br /> (SEE NOTE A) � I I <br /> I I � L <br /> � � ' � � <br /> L I -1- � i I � <br /> 4��j— i i 3�-��— i X I <br /> �— _ � 1— � )( <br /> X INSTALLATION X I � INSTALLATION <br /> I I ANCHORSTYP I I ANCHORSTYP <br /> I 4 I 4 I 4 I 4 <br /> e I � I e � I I <br /> A C � —— — —— <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FINI ANCHO R LAYOUT-lFLANGEI ANCHOR LAYOUT-(FIN) <br /> THRU FRAME OR CLIP(MASONRY OR WOOD OPENIN6) THRU NAILING FIN(WOOD OPENINO) THRU FRAME OR CLIP(MASONRY OR WOOD OPENINO THRU NAILINO FIN(WOOD OPENING) <br /> NOTES: NOTE: <br /> A.WHEN INSTALLING FLANGE UNITS WITH <br /> 1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHORS SAME AS HEAD. ANCHOR CLIPS AS SHOWN ON SHEET 8, <br /> DESIGN PRESSURE IS LIMITED TO 30 PSF. <br /> 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. <br /> 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. <br /> 4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1"SHALL BE <br /> ACHIEVED IN EITHER DIRECTION. <br /> 5.#10 WOOD SCREW ANCHORS FLANGE INSTALLATION THRU FRAME)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN EITHER DIRECTION. <br /> 6. #B WOOD SCREW ANCHORS(INSTALLATION THRU FIN)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"SHALL BE ACHIEVED IN EITHER <br /> DIRCTION. <br /> 7 ALL INSTALLATION ANCHORS MUST 8E MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. <br /> DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. A UPDATED TO 2010 FBC 10/12/2011 <br /> LUCAS A.TURNER,FL P.E.58201 <br /> 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL t��trintrrf /J <br /> NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ,,����y,P�G.���;TL�r�� ���`y��� <br /> 9.INSTALLATION ANCHOR CAPACRIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ��VP;'�,� SF.�2f�� N7NDOW5&DOOItS <br /> A.WOOD-MINIMUM SPECIFIC GRAVI7Y OF G=0.55(SOUTHERN PINE OR GREATER) �;' No 5$291 •�'��� 1900 SW 44TH AVE. <br /> B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. v� `*� ���,_ OCALA,FLORIDA 34474 <br /> C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). / ; *. : _ <br /> 10.SEALING AND FLASHING STRATEGIES FOR OVER,4LL WATER RESISTANCE � '�°: ;a'' ir�E ANCHOR SCHEDULE&NOTES <br /> �I�rI�II ��0;. STATH OF C��' ERIES: DRAWN6Y• DATE: <br /> OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VROPWE7ARYAND COFFIDEMl4L �i T•'� P,.'�.` 3500 ADE 03/16/09 <br /> FMA/AAMA100(FIN WINDOWS),�FMA/AAMA200(FLANGE WINDOWS), WINOOWSYSTEMS INC.ANVRFPRO�UC710NWPARTORA APWHOLEWITHOUTTHE f���i�`SS�o P���1Q���` ooe�.SINGLE HUNG scn�E: NTS °W°'NO" CWS�66 <br /> FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS). WR�7TENPERMISSIONOFCUSTOMWINDOWSYSTEMS,INC.ISPROHIBITED. �f�If�NA;,;�\�� REV.LETfER: A HEET <br /> 2 OF.7n <br /> , � <br /> . • <br /> ; <br />