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10 1/2" MAX.O.C.(TYP.) � 2�.�,P 15" MAX O.C.(TYP) �(y(yp�(����� <br /> WIMD04Y SYSTEMS <br /> 5" MAX. �-M� ' 1900 SW 44TH AVE. <br /> 4"TYP. <br /> SEE NOTE 2 �MAX � OCALA,FLORIDA 34474 <br /> 5" MAX. ---1 i-g^ 7�yp. � �Z� �TYP•) SEE NOTE 2 WWWCWS.CC <br /> � � - 5600 ALUM. <br /> 10 1/2" MAX.O.C.(YYP.) HORZ, SLIDER XX <br /> /Sz" MAX.O.C.(TYP.) ' NON-IMPACT <br /> � <br /> 1 in v a � co <br /> -- o <br /> '� ama � aF <br /> 00 <br /> ' 000 � oo <br /> XX �/ � Y W ll li W <br /> /` W Q !- F-- ¢ 0] <br /> � INSTALLATION INSTALLATION <br /> ANCHORS(TYP) ANCHORS(TYP) o �n o Z <br /> � m "' o o LLm O <br /> ¢ <br /> � � � � � o � <br /> N 3 � N Z 7 <br /> � W W W ¢ O W , <br /> • W Z Z Z W � <br /> a O O a � <br /> p o �- F- <br /> w � <br /> ¢ ¢ ¢ ¢ ¢ U <br /> ❑ Z � O O � <br /> a w a a a w <br /> � ¢ > > > o <br /> , - -- — <br /> � W p U m Q O <br /> ANCHOR LAYOUT-FIN �wn1 Z <br /> THRU NAILING FIN(METAL OPENING) THRU ACHOR WA WOOD OPI NING) �����`��OR�W I r��i� <br /> y�j�p�`?.��G E ry SR G•Q7•G <br /> ��:. No 58201, �:�7}: <br /> ��k' ,k :�k� <br /> �-D� ' <br /> NOTES: ' �90:. STATE OF ;�` <br /> -,c�'a � <br /> 1.INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME FIN.SILL ANCHOR SPACING SAME AS HEAD. ��i�S���R��P G�``� <br /> ��'�.,s,l�NA������� <br /> 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1l4" 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. �� <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,,SHEET 6. 4 2 1 <br /> LUCAS A.TURNER,P.E. <br /> 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE R 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 tJOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 <br /> THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. <br /> SHEET DESCRIPTION: <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 BE7VJEEN ALL WOOD AND METAL FASTENERS. <br /> DRAWNBY� DATE: <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 05/07/08 <br /> STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED DWG x: REV <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: SCALWS��� E <br /> FMA/AAMA 100(FIN WINDOWSJ,FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET <br /> , 1:20 50F6 <br />