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WIN� •1�%J <br /> ANCHOR G MIOSPAN 1900 SW 44THAVE <br /> 6'MAX(TYP.) 4'MAX(TYP.) 8'MAX O.C.(TYP.) OCALA,FLORIOA 34474 <br /> W W W <br /> 6'MAX(TYP.) SEE NOTE2 4•MAX(ttP.) SEE NOTE 'CWS.CO <br /> 610 PVC <br /> SINGLE HUNG <br /> MAX.D.C. B• NON-IMPACT <br /> (TvL MAX D.C. <br /> Q mp') O �mmW <br /> m0 e'-Or <br /> THROUOMFMME <br /> 1 rr ANCHORS REO'D m Y Y <br /> 9MTG RAIL LMTGMIL ONWINDOWWIDTHS W W m <br /> OVER3r <br /> Z to <br /> 3'(TYP.) 3 OZ <br /> 3•(TYP) o wr 0> <br /> K b Z W <br /> �( o J O it <br /> NSTALLAT ON h a <br /> ANCHORS(TYP.) U <br /> U m C Z <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) <br /> INO SILLANCHORS REQUIRED] (� <br /> OP?.•�LG E N sF•.;Py�. <br /> N. 5B201 •;�A� <br /> ��•: :W <br /> Ott, <br /> NOTES: STATE OF O•. 4i� <br /> r9'�yISFC O R, F G�2��` <br /> 1.INSTALL ONEANCHORAT EACH INSTALLATION LOCATION.SILLANCHOR SPACING SAME AS HEAD. 4p 9fONA;1GCy <br /> 2.SHIM AS REOAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 114'.USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT.LOAD BEARING SHIMS SHALL BE yZ <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOTALLOWED. f <br /> 3.ANCHORTYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 8/5/2016 <br /> LUCAS A.TURNER,P.E. <br /> 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR FROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE 4 BB201 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARAAVE. <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 THE MINIMUM PH.941.380-1574 <br /> SPECIFIED IN TABLE I,SHEET 6. SHEET o ION: <br /> 6.ANCHOR EMSEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND <br /> OPTIONAL NOTES <br /> 7.AMINIMUM CENTER•T0.CEMERSPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. DRAWN BY: A <br /> SJB 06/27/16 <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 STRUCTURE wG r.. Rw- <br /> SUBSTRATESSHALLMEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1099 C <br /> SHEET <br /> 9.SEAIJNG AA FLASHING STRATEGIEB FOR OVERALL WATER RESIBTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURREM VERSION OF THE REFERENCE DOCUMENTS: 125 <br /> FMAIAAM NWI DOWS MA/ MA200 GEWINODWS AANDMA250B0% ❑OWS MA/ DMA3DOEXTERIORDDORS SOF7 <br />