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l�l"d(l�7l��ll`� <br /> ANGHOR @ MIDSPAN b�/BhlDONV$YSTEP+IS <br /> 1900 SW 44TH A4E. <br /> 6"MAX.(TYP.) 4"MAX.(TYP.)�8°MAX.O.C.(TYP.) OCALA,FLORIDA 34474 <br /> 6"MAX.(7YP.) SEENOTE2 4"MAX.(TYP.) WWW.CWS.CC <br /> S EE NOTE 2 <br /> � � 610 PVC <br /> �4��2, SINGLE HUNG <br /> MAX O.C. g^ I�ION-IMPACT <br /> (�,P•) MAX.�.C. <br /> L O (TYP.) O � <br /> m ui <br /> � Q <br /> r o <br /> � � Y <br /> �M7GRAIL �— — <br /> W m <br /> � / i / v� <br /> 3��P'�� � O <br /> � I y � <br /> � °e z > <br /> J W <br /> X X Q O � <br /> I " ' I '` INSTALLA710N ¢ a <br /> I I I I ANCHORS(TYP.} � U <br /> � � � � <br /> iQ / i iQ � ' Zo <br /> < z <br /> ANCHOR LAYOUT-IRANGE) <br /> ANCHOR LAYOUT-(FINI �t���r�tp;�:��'4'��vlTG�'�i <br /> [NO SILLANCHORS RE�l1IRED] <br /> i`.GQ��.��c fi lV S��.'•,�Qi�+.� <br /> d•,Ji:� I�fo 58201 �;��� <br /> '�k: * :,k: <br /> ��t1 L :tr�. <br /> c9� srnTe oF r'�,� <br /> NOTES: '+,��'•.;eC a OP:`?�: <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ���S � R� �.�` <br /> 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOA�BEARING SHIMS. MAX.ALLOWABLE SHIM STACKTO BE 114" USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT LOAD BEARING SHIMS SHALL BE ����SiO�p;����� <br /> CONSTRUCTED OF HIGH DENSIN PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �Z <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 1/11/2015 <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 W OOD MUST LUCAS A.TURNER,P.E. <br /> BE PROTECTED TO PREVENT REACTION. <br /> FL PE tt 56201 <br /> 1239 JABARA AVE. <br /> 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN Sl1BSTRATES W ITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34286 <br /> SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 <br /> SHEET DESCRIPTION: ' <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETFJCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE <br /> oPTIONAL. ANCHOR SCHEDULE AND <br /> NOTE5 <br /> 7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BEiWEEN ALL FASTENERS:3"FOFi MASONRY,1"FOR WOO�AND METAL. oaqwN ev: oarE: <br /> B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. EMK 06/19/15 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. ow�n� Rev• <br /> 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-1099 A <br /> FMA/AAMA 100(FIN W INDOWS),FMA/AAMA 200(FLANGE W INDOWS), FMAlWDMA 250(BOX WINDOWS),FMA/AAMNWDMA 300(EXTERIOR.DOORS) sc^�E: SHEET <br /> 125 50F7 <br />