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MIDPOINT @ WIDTHS OVER 37" ���•� <br /> WINDOVY SYSYEFIS <br /> 1900 S W 44TH AV E. <br /> 6"MAX.(TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 <br /> s"�•Cn'P•) SEE NOTE 2 4"M�Cn'P•)� � SEE NOTE 2 WWW�CWS.CC <br /> / � / 610 PVC <br /> SINGLE HUNG <br /> nnnx o.c. NON-IMPACT <br /> O RvP.� O <br /> � � � <br /> iavz� � � � <br /> MAX.O.C. o � � ui <br /> �P�) o a o � <br /> 1 / / Y Y Y <br /> � � � > <br /> � INSTALLATION � w w w m � <br /> ANCHORS(TYP.) <br /> 3"(TYP.) m Z <br /> 3"(TYP.) d a tp <br /> w <br /> X X al � Z > <br /> � ¢ � � <br /> INSTALLATION w � a F <br /> ANCHORS(TYP.) � � p d <br /> o � � � <br /> U <br /> 0 3 0 � <br /> 4 � � ¢ z � o <br /> U ro Q Z <br /> ANCHOR LAYOUT-1FLANGEI - ANCHOR LAYOUT-(FIN) ���t�������++y��� <br /> �NO SILL ANCHORS FE�UIRED] <br /> .`��,9 PN� ' w T���� <br /> ��`VP:��C E N g�G�Q2��. <br /> ��:� No 58201 ,�1�� <br /> �*� #, :ir� <br /> %ro; ;a� <br /> NOTES: :�,'90��..ISTATE OP•���� <br /> 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �i�C�`S•�O p 1�.•��_�� <br /> qi�S+�NA��C���� <br /> 2.SHIM AS REQ AT 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 SHIMS SHALL BE <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOW ED. x� <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAW INGS,SEE TABLE 1,SHEET 7. 2/23/2016 <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 WOOD MUST LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. <br /> 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W ITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 <br /> SPECIFIED IN TABLE 1,SHEET 7. _ <br /> PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND I <br /> OPTIONAL. <br /> NOTES <br /> 7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETW EEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. oanwN er �nTE: <br /> S.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 STRUCTURE. ADE 08/09/14 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEt,SHEET 7 CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc tt: aEv.: <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: CWS-935 C <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMNWDMA 300(EXTERIOR DOORS) scA�E: SHEET <br /> 1:20 60F7 <br />