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/ <br /> 10 1/2" MAX.O.C.(TYP.) � 2,��,P. 15" MAX O.C.(TYP) ������•� <br /> `�" N1AX 1900 SW 44TH AVE. <br /> 5" MAX. 4"TYP. OCALA,FLORIDA 34474 <br /> 5" MAX. �� 6,��,P SEE NOTE 2 �� --i �2" (TYP.) SEE NOTE 2 WWWCWS.CC <br /> � � � 5600 ALUM. <br /> i HORZ.SLIDER XX <br /> �o�iz" MAX.O.C.(YYP.) 1�" MAX.O.C.(TYP.) NON-IMPACT <br /> � � i <br /> I � � � N .- N <br /> I +- O <br /> � I O O a � O F-- <br /> I O O O � O ❑ <br /> X X X X � O W W 0 } <br /> W Q F- F- Q m <br /> � INSTALLATION I INSTALLATION � <br /> � ANCHORS(fYP) ANCHORS(fYP) LL W o o m � <br /> LL <br /> Q W � 0 � � <br /> � <br /> I ¢ 3 w w a Z w <br /> I Zz z ,¢,� � Q <br /> � I d O O a ~ <br /> p O F- F- p n. <br /> I W � W W W Q <br /> U <br /> ¢ ¢ ¢ ¢ � <br /> � a w a a a W <br /> � ¢ > > > O <br /> � i w ❑ U m Q O <br /> Z <br /> tl►«�iltr <br /> THRU NqI�HOR IN MOETALOP NING THRU NqCHOFI NAw000 PI NING ����,�� DR�W I����i <br /> ( ) ( ) �� y�... ,�'(��i� <br /> ��.Gp. .�`G E ry gF•��QG•�� <br /> �:� No 58201 •�'�7� <br /> ='!r: * :�t= <br /> NOTES: �90: STAT£ OF ;��ti <br /> ��•f'•,�C pp.,:�,��� <br /> 1.INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME FIN.SILI.ANCHOR SPACING SAME AS HEAD. ',+��SS�ONA4Eas���` <br /> �lj/llI1�111*�, <br /> 2.SHIM AS REQ qT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING <br /> SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. z� <br /> 3.ANCHOR IYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. <br /> 4 2 1 <br /> LUCAS A.TURNER,P.E. <br /> 4.ALL INSTALLATION ANCHORS MUST BE MADE OF Ofl PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE N 58201 <br /> WOOD MUST BE PROTECTED TO PREVENT REACTION. ' 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 <br /> THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEETDESCRIPTION: . <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND <br /> NOTES <br /> 7.A MINIMUM 1"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD ANO METAL FASTENERS. oRawN eY• oa7E: <br /> 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE U5/07/08 <br /> STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. �wc x: aev <br /> CWS-171 'E , <br /> 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scA�E: SHEET <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAlWDMA 300(EXiERIOR DOORS) ��20 5 OF 6 <br /> � <br />