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.� <br /> 12 3/4" MAX O.C.(TYP.) ����'� <br /> 6" MAX.(TYP.) WIMDOW SYSTEMS <br /> SEE NOTE 2 <br /> 6" MAX.(TYP.) � 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> � www.cws.cc <br /> INSTALLATION <br /> ANCHOR(TYP.j <br /> 1000 ALUM. <br /> � � GUARDIAN DOOR <br /> NON-IMPACT <br /> ��° <br /> n�ax.o.c. �, r �, <br /> (Typ,) • � o <br /> a T ' w <br /> � INSTALL TWO#8 ANCHORS THRU o � o. o <br /> STRIKE PLATE AND DEADBOLT STRIKE <br /> PLATE INTO SUBSTRATE(TYP.) <br /> INSTALL ONE#8 ANCHOR THRU w � ¢ m <br /> EACH HINGE INTO SUBSTRATE(TYP.) � � <br /> - � - � LL m O <br /> , o O (n <br /> o N r = <br /> � z w <br /> 0 <br /> a a z a � <br /> > <br /> U <br /> 0 0 0 � <br /> a a o W <br /> > > ¢ o <br /> w o U m Q O <br /> ANCHOR LAYOUT Z <br /> `����`���DREbf"f��i <br /> P� v T �i <br /> - ��Vq-�?.��C E NSF G�Qti•. <br /> ��: No 58201 �:��� <br /> _ =*' .k .:�t'� <br /> �-o: '�� <br /> NOTES: �9t STATE OF :w� <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. �!��Fs�<o p 10����`��,'. <br /> �'�4S;ONA 1f��0`. <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 �� �' <br /> SHIMS SHALL BECONSTRUCTED 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. <br /> 4/27/2015 <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/t 58201 <br /> W OOD 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. SHEET DESCRIPTION: <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALI.DRESSING OR STUCCO. ANCHOR SCHEDULE AND <br /> NOTES <br /> ' 7.A MINIMUM CENTER-TO-CENTER SPACING SHAIL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONTRY,1"FOR WOOD AND METAL. oRnwN ar onTe: <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 09/08/08 <br /> STgUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. � owc a: aev.. <br /> CWS-176 E <br /> 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALIATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scn�E: <br /> i FMA/AAMA 100(FIN WINDOWS),FMAlAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMNWDMA300(EXTERIOR DOORS) SHEET <br /> 1.2� 5 OF 6 <br />