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• e ' <br /> M <br /> WINDOW SYSTEMSS <br /> ANCHOR®MIDSPAN 1900 SW 44TH AVE <br /> E MAX C".)- 4•MAX(TYP.) I}T MAX.D.C.(TYPJ OCALA FLORIDA 34474 <br /> 6'MAX(TYP.) SEENOTE2 4'MAX(T/P.) I I I SEENOTE2 WWWCWS.CC <br /> 610 PVC <br /> SINGLE HUNG <br /> 41 <br /> M'AX.D.C. B• NON-IMPACT <br /> MAX 0.C. <br /> L O mm.) O �m <br /> N N b <br /> O p <br /> rr THROUOHFPtAME <br /> ANCHORSRE9D <br /> 9 / LMGRAIL / ONWINDOWWIDTHS W W m <br /> AffG RWL OVER 37' <br /> T / _� rn <br /> z <br /> 3-pYP.) 3 p <br /> O a V) <br /> it <br /> X INSTALLATION 12 LL <br /> ANCHORS(TYP.) 8 U <br /> oo3rn <br /> 4 on 4 i s�=o <br /> U m¢2 <br /> ANLNOSUILLANCHORSRER LAYOUT WIREOG� ANCHOR LAYOUT-(FIN) <br /> • `�� No 58201 •;�A$ <br /> %91. STATE OF :tub <br /> NOTES: <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 11.11 ISO <br /> ���isS/p' ElA•• <br /> 2.SHIM AS REQAT 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 PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PEW 58201 <br /> BE PROTECTED TO PREVENT REACTION. 1239JABARAAVE. <br /> NORTH PORT,FL 34288 <br /> S.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 CESCRPTIOM <br /> E.ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETEJCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X SUCKS ARE ANCHOR SCHEDULE AND <br /> OPTIONAL NOTES <br /> OFNW4l0: A <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. SJB 06127/16 <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 WIND LOADS TO THE STRUCTURE DW . rS�H <br /> SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY N'OT BE CRACKED. CWS-1099qE5 <br /> B.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCEOFINSTALLATIONSHALL BE DONE BY OTHEFLSFOLLOWINGTHECURRENTVERSIONOFTHEREFERENCEDOCUMENTS:MAIAAM 00 W NOOWS A MA20 GENOWS AIWOMA 260 BOX DONS MA/AAMANVO 300E RIORDOOS <br />