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��n������ <br /> �/IMDOW SYS3'�PRS <br /> ANCHOR Ca�MIDSPAN 1900 SW 44TH AVE. <br /> 6"MAX.(TYP.) 4"MAX.(TYP.) e"MAX O.C.(TYP.) OCALA,FLORIDA 34474 <br /> WW W.CWS.CC <br /> 6'MAX.(NP.) SEE NOTE 2 4"�+X•m'P•) SEE NOTE 2 <br /> � � 610 PVC <br /> SINGLE HUNG <br /> nnnx'o.c. e�� NON-IMPACY <br /> mL MAX O.C. <br /> O (TYP.) O <br /> u� <br /> i� ui <br /> � Q <br /> r o <br /> �MTG RAIL �— / — / W m <br /> � I � � <br /> 3"(NP.)� � I � .� O <br /> � I � N � <br /> � I � Z W <br /> � X II X < � � <br /> INSTALLATION � a <br /> � ANCHORS(TYP.) � U <br /> � � � <br /> W <br /> iQ / i � Q / , Zo <br /> - ¢ Z <br /> AN[COHOR ANCFiORSREQUIREDGE, ANCHOR LAYOUT-(FINI ``�����PhtDRE►vrT����, <br /> �.`VP:���firV3F•.�2+� <br /> �:� No 582d1 �'�� <br /> ��k� * •t*" <br /> %ro� � <br /> ��: <br /> NOTES: �9=. STA7E OF :�� <br /> �-Of+•.,A' P,;'�[V; <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ���S���R�Q' ����� <br /> 2.SHIM AS RE(d AT EACH INSTALLATION ANCHOR USING LOA�BEARING SHIMS. MAX.ALLOWABLE SHIM STACKTO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN iM6"IS PRESENT. LOAD BEARING SHIMS SHALL BE lf��r1��A������ <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETiER.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 /> I 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MEfALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. <br /> 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W ITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W ITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 <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 CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-iX BUCKS ARE <br />' oPTfONAL. ANCHOR SCHEDULE AND <br /> NOTES <br /> 7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BEf4VEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. oRnwN ev: onTe: <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 W IND LOADS TO THE STRUCTURE. EMK 06/19/15 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH RE�UIREMENTS AS SHOWN IN TABLEt,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT 8E CRACKED. owc a: 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 700(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANJDMA 250(80X WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) sca�e: SHEET <br /> 1.25 5 0F 7 <br />