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�� <br /> �� <br /> 123/4" MAXO.C.(fYP.) (( TJ/7(��jJnTKN'I•� <br /> vcxrovwuiUV(1• <br /> 6" MAX.(TYP.) WINDOW 3YSTEMS <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 D�OR <br /> ��„ <br /> . NON-IMPACT <br /> MAX O.C. in � m <br /> (TYP.) <br /> c7. � c•Q� w <br /> INSTALL TWO i�8 ANCHORS THRU o 0 0 0 <br /> STRIKE PLATE AND DEADBOLT STRIKE <br /> PLATE INTO SUBSTRATE(TYP.) � w o } <br /> INSTALL ONE#8 ANCHOR THRU w i-- ¢ m <br /> EACH HINGE INTO SUBSTRATE(fYP.) <br /> m m o Z <br /> LL LL 67 O <br /> o Q (n <br /> � r <br /> N N ¢ Z W <br /> w w o � � <br /> a a iz a <br /> 0 <br /> > <br /> ¢ ¢ w U <br /> � <br /> a a o W <br /> > > ¢ O <br /> w � U m Q O <br /> ANCHORLAYOUT Z <br /> ,`�������p RE W���ry�. <br /> `��Q,`�•�GENS. G��,. <br /> �—Ji: • No 582 1••,y�'A� <br /> ��k% ,k :�t-� <br /> �R: <br /> NOTES: ��: STA7E OF :��� <br /> 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. r�'O�Fs���a t�P C����� <br /> �'��is��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. 4/27/20'15 <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�58201 <br /> WOOD MUST BE PROTECTED TO PREVENT REACTION. 7239 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 /> fi.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. oRnwN ar onrE:• <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 /> STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET fi. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc a: Rev <br /> 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL 8E DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-176 E <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMNWDMA 300(EXTERIOR DOORS) scA�E: SHEET <br /> ��20 5 OF 6 <br />