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���� <br /> ANCMOR Q MIDSPAN 1900 SW MTHAVE <br /> EN�A7L(TVP.) 4'MJJC(rYF.) B'MAXO.C.(TYP.) OCALqRORI0A34174 <br /> WWW.CWSCC <br /> 6'FU1X(TVP.) SEENOTE2 ��h�(��) SEENOlE2 <br /> 670 PVC <br /> � � SINGLE HUNG <br /> n�nz.'o.c. e• NON-IMPACT <br /> �L �o.� n <br /> O `"P�' O � <br /> �m�� <br /> m��o <br /> 7HftOUOMFRANE <br /> I � � ANLHORSRC319 m Y Y . <br /> !� I /� ��} <br /> LMGpWI y L1ffGRlUL OV R3i'W�D� �W W m N <br /> � / / Z� <br /> 3'(TYP.) 3'(n'PJ � 3� O <br /> o N <br /> 3'R1�7 �" w� nZW <br /> X � o o� <br /> X '` INS7P11A770N N a�� <br /> ANCHoaS(TYP.) �� 3 U <br /> 4 i 4 i s�=o <br /> U m�Z <br /> AtJCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-fFIN) �"`pN���1'fr 4 <br /> �Nos�uu+r�oas�auiaeo� ;Gpa..��GEIJSFG'Py4�. <br /> �.Ji' No 58207 �'�P� <br /> +� k e#' <br /> 9? STATE OF .�: <br /> NOTES: ••�� <br /> O�F���,O A lQ�'.`2`�G <br /> t.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACPIG SAME AS HEAO. ,,'�SSf�MA;E�G�` <br /> 2.SHIM AS RE�AT EACH INSTALUTION ANCHOR USING LOAD BFARING SHLNS.MAX.ALLOWABLE SHIM STACKTO BE 1/4' USE SHIMS WHERE SPACE GREA7ER THAN 1/16•IS PRESENT.LOA�BEARING SHIMS SHALL BE y,� <br /> CONSTRUCTED OF HIGH DENSIN PLASTIC OR BETIER.WOOD SHIMS ARE NOTALLOWED. /' <br /> 3.ANCHORNPE,SIZE,SPACINO AND EMBmMENT SHALL BEAS SPECIF�D IN THESE DRAWINGS,SEE TABLE 1,SHEEf 6. 8/5/2016 <br /> LUCAS A.TURNER P.E. <br /> 4.AU.INSiALlAT10N ANqiDRS MUST BE MADE OF OR PROTECTE�WfTH A CORROSION RESISTANT MHTERUL OR COATWG.DISSIMILAR tAEiALS OR A7ATERULLS IN CONTACT WITH PRESSURE TREATED WO00 MUST FL PE#58201 <br /> BE PROTECTED TO PRtVENT REACTION. ��9���A� <br /> NORTH PORT,FL 34288 <br />� S.MSTALUITONANCHORSSH4LLBEINACCORDANCEWRHANCHORMAN�FACTURER'SWSTALLATONWSTRUCTIONS,ANDANCHORSSHALLNO7BEUSmINSU&STRATESNTTHSTRENGiHSLE5S7HANiHEMWIMUM PH.917v'BO-'1574 <br /> SPECIFlEDINTABLEI,SHEET6. s o vr <br /> 6.ANCHOR EMBmMENTTO SUBSTR/1TE SHALL BE BEYOND WALL DRESSING ORSTUCCO.FOR CONCREfElCMU OPENINGS,EMBmMENTSFUILL 9E BEYOND WOOD Bl1CK5,IF USED,INTO SUBSTRATE-7X 9UCKSARE ANCHOR SCHEDULE AND <br /> oPnoru� NOTES <br /> oruwHer: w� <br /> 7.A MINIMUM CENTER T0.CENTER SPACING SHALL BE MNNTAINED BETNEENALL FASTENERS:3'FOR MIISONRY,�'FOR YVOOD ANO MEfAL. SJ8 O6/27/i6 <br /> B.WOODORMASONRYOPENINGS,BUCKSAND6UCKFASTENERSSHALLBEPROPERLYDESIGNEOBYTMEARCHRECTORENGINEEROFFiECORDANOINSiAL1.EOTOTRANSFFRWINOLOADSTOTHESTRUC7URE ow . atV< <br /> SUBSTRATES SHALL MEEf iHE MINIMUM STRENGTH I�QUIREMEN75 AS SHOWN W TABLEI,SHEEf 6.CONCRETE AND MASONRY SUBSTRAlES MAY NOT BE CRACKED. CWS-1099 C <br /> 9.SEALJNGANDFLASHINGSTRATEGIESFOROVERALLWATERRESISTANCEOFINSTALLATIONSHALLBEDONEBYOiHERSFOLLOWWGTHECURREMVERSIONOFTHEREFERENCEDDCUMENTS: ��' SHEET <br /> FMNMMA100 NWINDOWS FMA/AAMA200FLANGEIMNDOWS FMMNOMA25 BO%WINOOWS FMA/AAMMNOMA3 EXiERIOR�OORS 125 SOF7 <br />