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c WICMS <br /> NDOW SYSTEMS <br /> ANCHOR®MIDSPAN 1900 SW 44THAVE <br /> 6'MAX RYp•) 4•MAX(fYP.) B•MAX O.C.(TYP.) OCALq FLOPJDA34474 <br /> S. <br /> (NP.) SEE NOTE2 4•MAK SEENOTE2 WwW.CWS.CC <br /> 610 PVC <br /> u IXSINGLE HUNG <br /> I <br /> MAXO.C. B• NON-IMPACT <br /> (fYP,.) MAX D.C. <br /> .L_ O mp' O <br /> N N m <br /> O r p <br /> / THR OUCH SREaD <br /> 2LITG RAIL 1 ANCHORS REWID m Y Y <br /> L LRG ML OVER37' WIDTHS (q W W m <br /> DVER37 <br /> Z m <br /> 3•�P.)S 3•M., D i O <br /> 3-DYF) o vi >>m_ <br /> e o Z W <br /> X ' O� <br /> �(` INSTALLATION <br /> ANCHORS(TYP. O g <br /> . ' <br /> 4 ao3� <br /> O m¢2 <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT <br /> No�A�Pi1OREly'l q� <br /> LND BILLANCHORS REWIRED] <br /> No 58201 '�P2 <br /> *e rt =*c <br /> NOTES: �90�• STATE OF i�rtT� <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ��S...... EI�U <br /> 2.SHIM AS REO AT 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 y <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOTALLOWED. ;Z <br /> 3.ANCHORTYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE I,SHEET 6. 815/2016 <br /> LUCAS A.TURNER,P.E. <br /> 4.ALL INSTAUATION 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 FEW 58201 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARAAVE. <br /> NORTH PORT,FL 34288 <br /> S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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. sx_-Er DESCAPTIOM <br /> G.ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKSARE ANCHOR SCHEDULE AND <br /> OPTIONAL <br /> NOTES <br /> 7.AMINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. DRAWNBY: DATE <br /> SJB 06/27/16 <br /> B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED 13YTHE ARCHITECT OR ENGINEER OF RECORDAND INSTALLED TO TRANSFER WINO LOADS TO THE STRUCTURE DIN a REVS <br /> SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN INTABLEI,SHEETS.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CW51099 C <br /> x"�` SHEET <br /> 9.SEALING AND 0(FIN%NGSTRATEGIESFOROVERALLWATERRESISTANCEOFINSTALLATIONSHALL). DONE BY OTHERS FOLLOWWG THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 1:25 <br /> FMAIAAMA CO FlN WINDOWS)FMAIAAMA 200 FLANG WINDOWS FMANVOMA 250 BOXWINOOWS FMA/AAMANVOMA 30D EXTE IOR DOORS 50F7 <br />