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�i' <br /> fi'l.1.1%.�YP.) iJ 1f1'A4VC.O.C.l�1'P.) � ��SlY�(Y��IIIS�(� <br /> AYCHOR C'��ATG W1Il <br /> fi'EIAX.(�YP.)�s� � �S'm,P.) CEDITERUNE(l'P.J ?,I�1�Gi`!a'1'..e:�7S <br /> L_ 1900 S4'f SSTH AVE. <br /> � OCALA,FLORIDA 34;74 <br /> � —IDISTALLATIOdI � <br /> AMCYOR(fYP.) 4`lW4V.C4VS CC <br /> 4'l�4U(. YPJ ' e'AWXO.C.(IYP.) �Y � SEENOTE2 6���UC <br /> (T _ 18' I D 7 � <br /> 4'iY.flUFflA I i (TYPJ I-�Ui�I�.SL.1D�R <br /> hUX O.C. X O X <br /> a•in�vc.mP.�� � � � r sEeworex (TYP.) i NOf�I-IMAAC'1 <br /> I � , <br /> L - irrsia��no��l <br /> aICHOR(iYP.J <br /> � � � ~ <br /> A41%.O.C. _ ___ _._ _ . p <br /> `TMP' I IIII m <br /> X O X ANCHOR LAYOUT-(FLAMGEf <br /> 1/3-1/3-1/3 N <br /> O <br /> i � � <br /> AMCHOfi C�hITG R�IL z> <br /> I � C� I CEUTERUME�iYP.) 4'(iY�.) O U <br /> <� r <br /> s•r,ux.RVP.1� I I I��!�6iax o.c. a¢ <br /> � � ' 6.r,wu.Rva.� I P � � <br />' ANCHOR LAYOUT-fFIN1 f-I a <br /> 1/4-1/2-7/Jand 1/3-1/3-1/3 l. IrISTaLLAiION <br /> PIOTE THRU FflAME ANCHORS @ PATG RAIL a�icHOR�ivPJ p � <br /> i I d�iunuryy � <br /> 1. s�enorez �'C��F`t'V �', <br /> ie• J `��'cEri"'r��;;'f. <br /> nwco.c. X O X v•��` Sc r� <br /> �-rca.) ��;' rm F�ot =r-o: <br /> :*; * ��� <br /> � a :o; sT.�TF oF ;�,w� <br /> NOTES: f!T•{?� pV,:�c�C <br /> 1.IAISTALL ONE ANCHOR AT EACH INSTALLATIOPI LOCATION.SILL AMCHOR SPACPlG SAP:IE AS HEAD. - ' �•�" '��p`� �G+`•� <br /> � � � � ��lSIQ"�'�„ <br /> . N LOADBEARINGSHIP�IS.P,IAXALLON/ABLESHIMSTACKTOBE1/d'. . ,� <br /> 2.SHIA1 AS RE�AT EACH INSTALLATION AAICHOR USI G ANCHOR LAYOUT (FLANGEI <br /> USE SHIM15 44HERESPACE GflEATERTH:N i/16'IS PRESENT.LOA�BEARING SHIMS SHALL BE CO�STRIJCTED OF HIGH ��4 y/2 ��Z L�- <br /> DENSIT'PLASTIC OR BETTER.VVOOD SHINS AAE NOT ALLONlED. 6/6/207 5 <br /> 3.ANCHOft IYPE,SIZE,SPACI�G AND EhIBEDi�ilEfJi SFL1lL BE AS SPECIFIED IN THESE DRA4VINGS,SEE TABLE 1,SHEET fi. LUCAS A.TURY=F,P.E. <br /> d.ALL INSTALLATION ANCHORS hIUST 9E WADE OF OR PROTECTED 4VITH A CORROSIOPI RESISTANTl�IATERIAL OR CO�TIi`IG.DISSIPAIIAA P.;�iAL50R bIATERIALS I�WPrACT N11TH PRESSURE TREATEO NI000 6IUST FL PE Y.5S201 <br /> 1239 JABAflA AVE. <br /> BE PROTECTEO TO PRc'VENT REAGTION. MORTH PORT,FL 3J269 <br /> SJNSTAILATION ANCHORS SHALI BE I�`I ACCORDAAICE bVITH ANCHOR MNIUFACiURER'S INSTALLATIOPI IDISTRUCTIONS,AND ANCHORS SHAIL PIOT BE USEO IAI SUBSTRATES WITH STREMGTHS LE55 i FiAPI THE PdINIP.IUPA PH.911380d57S <br /> SPEGFIED IN TABLE 1,SHEET 6. sne ToescAiPnoN: <br /> 6.APICHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND 4'IALL DRESSING OR STUCCO.FOR COM1ICRE7ElC41U OPENIfJGS,EDABEDDAEf�SHALL BE BEYOMD 4VOOD BUCKS,IF USED,INTO SUBSTRATE-1 X BUCKS ARE ANCHOft SCHEDULE AND <br /> OPTIOMAL. NOTES <br /> 7.A MINI,AUM CENTER-TO�CEMTER SPACIt1G SNALL BE MNMTAIDIED BEN/EENALL FASTENERS:3-9/16"FOfl MIASONRY,1'FOR VVOOD AND M1IETAL. oea���ri 6Y: oaTe <br /> E�dK 06l02/15 <br /> 8.WOOD OR P,IASONRY OPENIUGS,BUCKS AND 6UCK FASTENERS SH.4LL BE PROPERLY DESIGNED BY THE ARCHITECTOfl ENGIVEER OF RECARD MID INSTALLED TO TRANSFER 4`IIND LOADS TO THE STRUCTURE. owc:: aEv.• <br /> SUBSTRATESSHAIIhIEETTHEMIIN161U�dSTftEMGTHREQUIREd,IEPIT5AS5H04VNINTABlE1,SHEET6.COUCRETEANDMASOPI.9YSUBSTflATESMAYPIOTBECRACKED. CWS-i067 - <br /> 9.SEALINGANDFLASHINGSTRATEGIESFOHOVER4LLWATERRESISTANCEOFI`ISTALLATIOiISHALLBEDO�VEBYOiHEFiSFOLLOWIPIGTHECURREMTVERSIONOFTHEREFEflENCEDOGUMENTS: suue: SHEET <br /> FP�WAAWA100(FlNWIVDO`NS),FPoWAA4L;200(FlNIGEWINDOWSj,FMAhVDP.lA250(60XWIND04V5),FkiA/AAAAA/WD41A300(EXTERIORDOORS) 1:20 SOF6 <br /> � <br /> � <br />