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S�4 <br /> 12 3/4"'MAX O.C.(fYP.) ������ <br /> , 6" MAX.(TYP.)� SEE NOTE 2 WIIdDOW SYSTEMS <br /> 6" MAX.(7YP.) 7900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> W W W.CW S.CC <br /> INSTALLATION <br /> ANCHOR(TYP.) 'I OOO ALUM. <br /> GUARDIAN DOOR <br /> NON-IMPACT <br /> ��„ <br /> Max o.c. � ` o <br /> �P'� N r "� r <br /> INSTALL TWO#8 ANCHORS THRU o � o 0 <br /> STRIKE PLATE AND DEADBOLT STRIKE ^ <br /> PLATE INTO SUBSTRATE(TYP.) � w o y <br /> INSTALL ONE tf8 ANCHOR THRU <br /> w F- ¢ m <br /> EACH HINGE INTO SUBSTRATE(7YP.) � ul <br /> LL LL m � <br /> v O O C/J <br /> . F. <br /> N N Q Z W <br /> W W � � � <br /> a a W � <br /> > <br /> U <br /> w <br /> - - > > ¢ o <br /> w � U m Q z <br /> ANCHORLAYOUT . <br /> ,`�t�►u�nferr�r <br /> ���� �ypRE4y T Oi <br /> J5 . V �i <br /> _�.Gp.:.��G�NSF.,�i��' <br /> ��t No 58201 �'�7�� <br /> C'�Y: ,�, ;�F' <br /> �-o: %aC <br /> �9 t STATE OF ��� <br /> NOTES: �O: �<v.` <br /> a <br /> /����FS,�'�...R��p C?��`�,• <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ��+�S�ONA��ti���`� <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 /> 4/27/2015 <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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 WITH PRESSURE TREATED FL PE#58201 <br /> WOOD 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.947-380-1574 <br /> THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. 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 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 W IND LOADS TO THE ADE 09/08/OS <br /> STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE7,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc r: aev <br /> CWS-176 E <br /> 9.SEALING AND FLASHING STRA7EGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: sca�E: SHEET <br /> FMA/AAMA 100(FIN WINDOWS),FMAJAAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMNWDMA 300(EXTERIOR DOORS) 1:20 5 OF 6 <br />