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„ <br /> � <br /> �z 3�a•rnAx o.c.(rva.� vn�s <br /> 6”MAX.(TYP.)� SEE NOTE 2 <br /> 5•MAX RYP� 19D0 SW 44TH AVE <br /> OCALA,FlARIDA 84474 <br /> www.cws.cc � <br /> INSTALLATION <br /> ANCHOR(1YP.) <br /> 1000 IlLUM. <br /> Gi1ARD1AN DOOR <br /> NON-IMPACT <br /> . ,� <br /> rmax.o.c. � � � <br /> fn'P'1 � ^ " � <br /> iNsrnu.�v+ro�►saNCHORs�au a a � o <br /> STFIIKE PLATE AND DEADBOLT STAIKE � <br /> PLATE INTO SUB3TRA7E(TYP.) <br /> w <br /> INSTALL ONE t18 ANCF{OR THRU � � � m <br /> EAGH HINGE INTO SUBSTRATE(TYP.) � � o Z <br /> LL �i m O <br /> d P � (n <br /> N N (C <br /> � � � � Q <br /> e � � <br /> � s � <br /> � � s o <br /> w O U m Q Z <br /> ANCHORLAvoUT <br /> �Nu�uu�q <br /> �����pS1DF�Vy���i� <br /> ,��.•`p.`S.��G E M8F�;'p�,�4 <br /> . <br /> .t`,vp No 58�1 :�: <br /> '#rs * '*- <br /> :b; ' <br /> NOTES: �9�� BTATE OR ��� <br /> 1.INSTALL pNE ANCHOA AT EACN INSTALLATION LOCATION.SILL ANCHOR SPACMO SAME AS HEAD. ,��+iFS�~�R;•a*O��'�, <br /> 2 SH1M AS REQ AT EACH INSTALLA710N ANCHOR USIN�LOAD 6EARINC3 SHIMS. MAX.ALLOWABLE&HIM 3TACK TO BE 1/4°. USE&HIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT, LOAD BEARING ,,,�s'o""��,,,, <br /> SHIMS SHALL BECONSTRUCTED OF HIGH DENSfTY PLASTIC OR BETTER.WOOD SHIMS AAE NOT ALLOWED. Z�. <br /> 3.ANCHOR TYPE,SIZE,SPACINC3 AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAW INGS,SEE TABLE 1,SHEET 6. MZ�/20�5 <br /> LUCAS A.TURNER,P.E. <br /> 4.ALL INSTALLATION ANCHORS MUST BE MADE aF QR PROTECTED W ITH A CORROSION RESISTANT MATERIAL OR COATMIG. DI5SIMILAR METALS OR MATERIAL3 IN CONTACT WITH PRESSURE TREATED FL PE�582�1 <br /> WOOD MU3T BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 - <br /> 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WfTH ANGHOR MAPfUFACTURER'S INSTA�LATION INSTRUGTIONS,AND ANCHQRS SHALL NOT BE U3E�IN SUB3TRATES WITH STRENGTHS LESS THAN PH.941.980-1674 <br /> THE MINIMUM SPECIFIED IN TABLE 1,SHEET 8. E � <br /> 6.ANCHOR EMBEDMENT TO SUBSTAATE SHALL 8E BEYOfVD WALL DRESSINO OH STUCCO. ANCHOR SCHEDULE AND <br /> NOTES <br /> 7.A MINIMUM CENTEfl-TO-CENTER BPACING SHALL BE MAINTAINE�BE?WEEN ALL FASTENERS:3"FOP MASOIYTRY,7"FOR WOOD AND METAL � ; <br /> 8.WDOD OA MASONRY OPENINGS,BUCKS ANO BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT Ofl ENC3INEER QF RECOAD AND INSTALLED TO TRANSFER WNVD LQAD3 TO THE ADE 09/08/08 <br /> STRUGTURE.SUBSTRATES SHALL MEET THE MINIMUM STFiENGTH REOUIREMEfVTS AS SHOWN IN TABLEI,SHEET B. CONCRETB AND MASONRY SUBSTRATES MAY NOT 8E CRACKED. . .. <br /> CWS-176 E <br /> 9.3EALINO AND FLASHINti STRATEOIES FOR OVERALL WATER RESISTANCE OF 9VSTALLA710N SHALL BE DONE BV OTH8R5 FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: , <br /> FMA/AAMAIDO(FINWINDOWS),FMNAAMA200(FIANGEWWDOWS�, FMNWDMA250(BOXWINDOWS).FMAIAAMAAM1fDMA304(EXTFAIORDOORS7 g ' SHEET � <br /> 1:20 SOFS <br />