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ffi <br /> INSS�OWN ON NOlES. �T R i 11 M C C}M RA N!E�, 1 N C. A��uM <br /> a��.ri_trvc <br /> 3. ONE(lf tNSTAIlATION At1CM47R IS RFQU�R�O A7 EACH ANCNOF�pGATiON <br /> 2. 7HE NUMBfR QF INSTAUATION ANCHORS DEPIClED IS THE MINIMUM SER/ES 13Q �������� <br /> NUM8fR OF ANCMpRS 76 SE tlSED FOR PRODUCT KNSTACUl7iON OF iME p,st�.as.sEx,ts r,z47 <br /> MAXIMUMSRElISTED. att2H)s37-t6%vx�@al�2i�u73s <br /> 3. INSTALIINDNIDUALINSTALLATIONANCH4RSWITMiNA70LERANCEOF!1/2 HOR'IZONTAL SLIDER � <br /> IHtM OF'fFiE 6EPKTE010CAT16t3 7N LME ANCHpR tAYOUT QETAI�(i.E., � �# '„� <br /> WRHQUT WNSIDERRTION Of 70LERANCES{.TOL£RANCES ARE NOT tX o <br /> CUMUtATIVE FROM QNE IN$TAl1ATqN ANCHOR TO THE NEXT. �p $Z N j m = <br /> 4. $MIM AS RE4UIREQ AT EACM lNSTAUATIQN ANCHpR WITlt IAAD BEARIN6 � <br /> v�� �O �m" �Ti <br /> SHtM{Sf.MA7[lMUM ALlOWABt£SHiM$TACK T4 BE 3/C�NCH.SiiIM WHERE �� u�� ��v � <br /> OF HIGH OENS17Y PlASTIC OR OETTER. p 1- F+ µ� e <br /> GENERALNOTES. hJ '� �.p �H Co � <br /> 5. 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'STaUCfURE.BUCKOE516NANDlNSiAL1ATION$TXE Fy . ��Jr,ag�,p�µA�y�,S _ ,\„J <br /> - RESPONSIBIIITY OF THE ENGINEER OR ARCHRECT Of RECORD FOR F.., Z <br /> 9. 7HROUfiN Htk FOR INSlALLATtON IN74 M£TAi,STUp OR APPROV£D 7'NF PR41E4T dF iNSTAUATfON. �I1 O <br /> MU�M$GR.5 SELF TAPPtNG SCREYJS THROUGH THE PoPI OF �i� � <br /> SUFFICIENT lEN TO ACHI E A MINIMUM OF 3 THRfAD$PENETRATION 4� TNE INnALLATbN DETIkILS DESCR19E0 HEREIN ARE GENERIGAN� H 1�-� <br /> BEVqND MEfAI FMME SUBSTRATE. MAY NOT REFLECT ARVAL CONDITIONS FOR A SPECIFIC SITE.IF �C <br /> SITE CpND177qN5 CAUSE INSTAUA770N TO DEVIATE FROM THE W N <br /> 14. MlNIMUM EMBEdMEM AND EDGE D�STANCE IXtLUDE WAtt FIN3SriE4, RE4UiREM£NTS DETAIGEO HER£!N,A UCENS£6 ENGiNEER OR M�x D'A'$SLE pE526N MZSSIl.E � � <br /> INCLUDING BUT NO7 UMITEp TO STUCCO,f4AM,BRICK YENEER,AND SIDING. ARCH(TECTSifItLL PREPARE SiTE SAEGFIC DOCVMENTS fOP USE �,�.� ��T �T=� ppE55URE IM�/K�'RATIN6 <br /> WITH THI$DOCUMENT IN NON-XVHZ AREAS. <br /> 11. INSTAUATION ANCHORS ANp ASSOCIATED HARDWARE MUST BE MADE OF 5. ApPROYED tM4AtT PROTECTIVf SY5TEM IS REQUtREO QN TNtS 74` 50' XO �l-50 PSF NON-INWACf <br /> CARRQStON RESI5TAN7 kfATERUtt OR HAVE A tARR05N?N REStSTANT pppDUCF IN AREAS HEQt37RitKi IMpACT RE$tSTANCE. <br /> �n�'' �4• 43' XO •I-46 PSF tspN-IptPAGT <br /> 6. WINDOW FIiAME MATERIAL.PVC � <br /> 12. FOR Hp4LAW BLOCIC AND GROUT FIlLEO BLOCK DO NOT INSTA4 108' S0' XOX •/-50 PSF NON•IAAPACT Z <br /> lNSTAI.U1710N ANCHORS lNTU MORTAP JQINiS.EDGE D�STANCE 1S 7 aN ACtOfiGANCf WITM THE 2010 F$C.$EC 2IXI39.6 Dt55EMiLAR 208' b3" XQX •J-3Q PSf NOtd•LMPACT ``���� ,*�3�! <br /> M£ASURED FR6M FREE£M'iE Df 9iACK 6R EUCiE 4f MQRTAR IOiNT tNTO METALS INCtUOiNG FAST£NERS THAT MAY tpME tNTO CONTACi v+, O ��� <br /> FACE SHELL OF BIdCK. �L �,,,,, <br /> WITM ALUMINUM UNR FRAMING$HALL BE PROTECTED A$pEFMED y�„"� �(. <br /> 13. INSTALUITION ANpiORS SHALL BE INSTAU.EO IN ACCQRDANCE WITN ANCHqR IN SEC 2003.8.4.2. � O•� � <br /> MANUFAtTUR£R5INSFALiAT10N iMSTRUCflQNS,AND ANCtiORS SHAll N6T $ G�$S4{AU.MEET TtEE AE4UIBEM£NTS OF J�S7M F 130PO4 6tA$5 ' <br /> 8E USE6(H SUBSTRATES WiTH$TREN6TH$lESS FNAN THE MlMtMUM �wypn SEE SHEEf 4 FON GIAZING 6ETAll u � ~ <br /> STRENGTH SiECIFIEO BY THE ANCHOR MANUFARUREA. �y;.. r � <br /> 14. �N57ALlATION ANCHOR CApAC1TIE5 FOR PRODUCTS HEREIN ARE BASED Ok <br /> SU85?'RATFMAT£RIAtSWRHTNfFQItOWIN6PF�PERTiES: �iOr�¢.�`•. ,.�' <br /> B.QNCREfEt-M N MUMECC?MPRESSIVE STRENGlN Of 3000 PSI, �'����••'I��4�� <br /> C.GROUT-FILLED CMU•UNIT STRENGTM CONFORMS TO ASTM C-90 WITM <br /> MINIMUM COMPRE5SIVE 5fREti67H pf 200Q PSI ANO GRQUT tONfORMS �.p m�y,�m'Z �y} <br /> Tt}ASTM t d7fi,M}NFMUM GROUF CDMPRES5IVE STRENGTH OF 2006 VSI. �p 3� _= 4y Z <br /> D.HQLLOW BLOCK GMU•UNIT SfRENGTH CONFORMS TO ASTM C-40 WRH p� V N <br /> MINIMUM COMPNESSNE STRENGTFI OF 200D P51, <br /> O Q <br /> E. 5TEEl-MINIMUM YIELD STRENGTFI OF 33 KSI.MINIMUM 18 GA.WALL �/WG#: <br /> m�rr�ss. DigitaQy signed by Hermes F.Norero,P.E. ����� <br /> F,AkIiMINUM•M�NiMUM fU,tOY6063�T5.MiNiMUM WALITHICKNESSOf Reason:I am approving th}s document <br /> xi�e�ro.oczs��. sNeer � OF l�j <br /> Date:2014.04.11 13:44:19-U4'00' <br />