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ANCHOR Q MIDSPAN WINDOW SYsms <br /> 1900 SW44THAVE, <br /> g MAX RYP,) 4•MAX(TYP.) s MAX O.C.(TYPO OCAI.e�FLORIDA 34474 <br /> r MAX.(TYP.} SEENDTE2 4•,VAXfn?Y SEENOTE2 WWW.CWS.00 <br /> 610 PVC <br /> SINGLE HUNG <br /> MAXO.C. MAX D C. NON-IMPACT <br /> L 0 trn) <br /> o �m� <br /> 7HRDUGHFRAME <br /> EUTCEWL J- / 12 fWt H DWVADTHS y gxg.Sz <br /> J / OVER3r W W m O} <br /> z <br /> w <br /> a °z <br /> X <br /> 0 <br /> A <br /> LU <br /> �( LU'` INSTALLA17ON <br /> ANCHORS M.) <br /> tsmaZ <br /> �' s0itcu�+alan7s AGE) ANCHOR LAYOUT-(FIN) ;PNc B.N-.SW,,.lGr <br /> No 58201 <br /> De <br /> NOTES: %'g0'� STATE OF ?�TLti <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILLANCHOR SPACING SAME AS HEAD. ' ONA . <br /> 2.SHIM AS REOAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACKTOBE 11,V.USE SHIMS WHERE SPACEGREATER THAN III WIS PRESENT.LOAD BEARING SHIMS SHALL BE y� <br /> olmIS <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. r`" <br /> 3.ANCHORTYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED 84 THESE DRAWINGS,SEE TABLE 1,SHEET S. 615/2016 <br /> LllCAS A.7URNER,P.E. <br /> 4.ALL INSTALLATION ANCHORS MUSTEE MADE OF OR PROTECTEDWITHA CORROSION RESISTANT MATERIAL ORCOATING.DISSIMILAR METALS OR MATERIALS IN CONTACTWITH PRESSURE TREATED WOOD MUST FLF 11BE201 <br /> BE PROTECTED TO PREVENT REACTION. 1239JABARAAVE, <br /> NORTH PORT,FL 34288 <br /> S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCEWITH 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 1.SHEET S, Sy D ION: <br /> 6.ANCHOR EMBEDMENTTO SUBSTRATE SHALLBE BEYOND WALL DRESSING ORSTUCCO.FOR CONCREMCMU OPENINGS,EMSEDMENTSHALL BEBEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE-IX SUCKSARE CHOR SCHEDULE AND <br /> OPTIONAL NOTES <br /> 7,AMINIMUM CENTER TO-CENTER SPACING SHALLBE MAINTAINED BETWEEN ALL FASTENERS:9'FOR MASONRY,I*FOR WOOD AND METAL, OR4YfNBY: GATE: <br /> SJB 05127/16 <br /> S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLYDESIGNED I3YTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WINO LOADS TO THE STRUCTURE OW • REV- <br /> SUBSTRATES SHALLMEETTHE MINIMUM STRENGT#T REOUIREMENTSASSHOWN LNTA9LEI.SHEETS.CONCRETEAND MABONRYSUSSTRATES MAY NOT BE CRACKED. OW$jOgg 0 <br /> S.SEAL1Nq AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERSFOLLOWING THE CURRENT VERSION OFTHE REFERENCE DOCUMENTS: SHEET <br /> FlAA1MMA OOFINWTND W AIAAMA DERANGE NDOWS ATWOMA S 0 %M OWS MA300 ROROOOR 125 50F7 <br />