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123/4" MAXO.C.(TYP.) ll f1/1(Cvf�jmn{yf7• <br /> V(5(S•lilJ(6l4//UL/(y� <br />, 6" MAX.(TYP.) WIMDOW SYSTEP7S <br /> SEE NOTE 2 <br /> 6" MAX.(TYP.)� 1900 SW 44TH AVE. <br />' OCALA,FLORIDA 34474 <br /> W W W.CWS.CC <br /> INSTALLATION <br /> ANCHOR(TYP.) <br /> 1000 ALUM. <br /> GUARDIAN DOOR <br /> NON-IMPACT <br /> 17" <br /> MAX.O.C. � T � <br /> (TYP.) r o <br /> INSTALL TN/O 1J8 ANCHORS THRU `� � ^ ~ <br /> S7RIKE PLATE AND DEADBOLT STRIKE <br /> o � o � <br /> PLATE INTO SUBSTRATE(TYP.) Y LL w <br /> INSTALL ONE#8 ANCHOR THRU w F ¢ m <br /> EACH HINGE INTO SUBSTRATE(TYP.) <br /> m m o Z <br /> � u_ m O <br /> v o O fn <br /> � F <br /> N N Q Z � <br /> W <br /> Q <br /> a aW, z � � <br /> ❑ <br /> > � <br /> U <br /> w <br /> � <br /> � 7 ¢ O <br /> w o U m ¢ O <br /> ANCHOR LAYOUT Z <br /> �����u�O RE 6V�T�4i <br /> ��5 P3;..... G �� <br /> `O�p.;��GEN3F•.;Q�4: <br /> ��: No 58201 �'�7�;. <br /> =*c w :*= <br /> NOTES: �Qs. STATE OF �'��` <br /> . �C p N,:�, <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ��F`�'•,o R t ��, <br /> ����SSI�NA�E�.�`��, <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. 4/27/2015 <br /> LUCAS A.TURNER,P.E. <br /> 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W ITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED FL PE 1t 58201 <br /> WOOD MUST BE PRO'fECTED 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 S'fRENGTHS 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 CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,1"FOR WOOD AND METAL. <br /> DRAWN BY• DATE: <br /> 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 09/08/08 <br /> STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TA8LE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc a: 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: CWS-176 E <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 20�(FLANGE WINDOWS), FMANJDMA 250(BOX WINDOWS),FMAIAAMAIWDMA 300(EXTERIOR DOORS) scA�E: SHEET <br /> 1.2� 5 OF 6 <br />