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� <br /> INSSHOWN.ON NOTES. �T R I U M C C?M PA N!E S, �N C. '���t� <br /> COYI�Mi�S��t <br /> 1. 6NE(1)iNSTAItATiON ANCHOR!S REQU7RE0 AT£ALH ANCMOR tOCATiON <br /> 2. THE NUMBEN OF INSTALLATION ANCHOR$OEPICfED IS THE MINIMUM SERI ES 130 ��AN�ASSADOFI YOW <br /> NE7MSER 6�ANCHORS TO BE USEO FOR PR6DUC71NSYALtATWN Oi THE DAI,US,TEXAS 152�] <br /> MIU(IMUMS�ZEUSTED. n+:{tta�e3t.ta%t�r27•}u�e�3a <br /> 3. iN57Ali.INDIVIDUA4INSTAitATIONANCHORSWITFiiNATOLEttANCEOFF3/2 SING�E HUNG !1!l1ND(�W vy Cl� <br /> INCH OF THE DEPICTED LOCATIQN IN THE ANCNpN LAYpIfT DETAIL(LE., �, �+ M�� ^ <br /> WttNOUT CONSIDEft4TipN Of TOLfRANCESf.70tERAFK£5 ARE HOT <br /> CUMUTATIVE FROM ONE INSTAUATIpN ANCNOR TO THE NE%T. �� z� �1 j g 3 <br /> �t� �� 4m"' 7+ <br /> 4. 5HIM AS REQUIREO AT EACH IMSTAILATION ANGHOR WRM LOAD 9EARING w 3 � � 'i�.'� °� <br /> SNiM(S).MAIC�MUM A�t,OWASLF$Fi{M STACK SO SE 1J41Hpi.SHIM WHERE w sq yi< ��s� <br /> , Z z �t> <br /> OF HIGx D£tKlTV PtASTiC OR BFCf£R. 6E!l�RAL N6TE5. � Z m A�m w° <br /> 5. ?HROUGM FRAME:FOR INSfAUAT10N INTO WOOD FRAMING USE N10 y.�.s "' � ~Z K ! <br /> W O SCR WS NROUGH TNE FR/tME Of SUFFK�ENT LENGTH TO ACtitEV£1 1. 7Nf FRODllCf SH(TWNlifREiN iS 4ES16NEp ANO MANUFACNRfp H � �p� � <br /> 1/2 INCH MINIMUM EMOEDMENT IN70 WOOD SUBSTNATE. 70 COMPLY WITH THE 20091RC/IBC ANO 2010 FL4RIpA BUIIDING W h K W d a <br /> C04E{FBC},EXQUDIld6 tiYHZ AND MA$SEEN fYA�UATEQ � �a m <br /> ACCORDINGtOTHf FOUAWING: <br /> 6. THROUGH fRAME:FOR IN$TAUATION THROUGM 1%OIKK TO TA O�CONTENTS �+ � � � <br /> CONCR MASONRY,OR 61RECRY tNT4 C6MCR£TEJMf50tiRY.USE 311fi • �MNWQMl+SO3JI-52JAQCp�06 SHEEF REHSZON SNEE'f OEXRIFnqV <br /> INCH DIAMETER 11W TAPCONS Of$UFFIGENT IENGTH TO AGMIEVE 11/4 Z qpEQUACV OF TXE E%1STING STRUCTUMI.CQNC.itETE(MASpNRY � <br /> tNCH MINtt/ttM£M$EDMENT. ANO 2%FRAMING AS A MAtN WiND FORtE RfS�S?iNG SVSTEM 1 - 6ENERAL d ZNSTAL4ATIOP7 NpTES � <br /> 7 THROUGM fRAM�fQR INSTAltAT10NlNTO ME7Al5"!UD OR APPItOVEO �PAB�E OF WITH$TANp�NG ANO TRANSFERRING APPUED <br /> , . MULLI N U E N10 GR.S SELF TAPPING$CREWS THROUGH THE fRAMf Of �QD(7CT IQADS TO THE FOUN4A7�N IS TH£RE$P4NSiSEt17Y OF x - ELE�AnQNS y, <br /> 7ME ENGINfER OR ARCMITER OF RECORD fOR TME PROIECT OF 3 • �NC:HOR 4AYOUTS-THROU6H FRAME °� <br /> SUFFICIENT LENGTH TO ACHI E A MINIMUM OF 3 THRFAD$VENETRA710N ��AlAATipN. <br /> BEYOND METAL FRAME$t}BSTRATf. 4 - ANCFiOR t.AY0UT5-THRpV6N FIN � <br /> S. THROIiGFI F�:FOR iNStAUATlQN INF6 W�0 FRAMItt6 USE#8 WOQD 3- SX AND 2X 6UCK5{WHEN USED)SHA11 BE DESIGNED ANO ry 2 <br /> $LREWS THROUGH THE FIN OF SUFFIGENT LENGTH TCI ACHIEVE 3 21Npi �*N�OREO TO PIipPER1,V TRAFISfER ALC 40AD5 TO THE ���'��Q� <br /> - MINiNk/M EM8E4MENT tNTO VJOQD SUBSTRATE. '���RE.BUCIC DESIGN AND INS7AUATION 1$THE 6 ' HOR'I�q�7AL 5ECTtayS <br /> RESPONSI8141iY Of TH£ENGINEER OR ARtHf3EC'i'Q�REC6R0 F4R �{ � <br /> 9. THROUGN f1N:FtlR INSTALLA710N INTO METAlSTUD OR APPROYED 7HE PROJECT OF�NSTAUATIpN. � ' MUL4ION bETAIlS 6 6LAZ2N6 OETAII. � 4 <br /> MISW N'(T�l 5E M8 5€LF TAPPiN6 SCREWS THROUGH THE FIN Oi SUFflt�fNi g . �p�s d B�����,� � f� <br /> LENGTH TO ACNI E A INIMUM OF 3 TNREA05 PENETRATION BEVONp 4. THE INSfAUATION OEfAILS pE5CA18ED HEREIN ARE GENERIC ANU �i <br /> MEfAt FRAME SUBSTRATf. MAX NpT REfI£C7 ACTUAL C6NDtitONS FOR A SPEGFIC 5l7E.IF � �y <br /> SITE CpNDITIONS CAUSE INSTAUAl10N Tp DEVIATE FROM THE W N <br /> REQUIREMENTS DETAILED HERElN,A LKENSED ENGIkEER OR <br /> iQ. MINtMUM EMBE6MEHT AND E06E OISfANCE flCU.UOE WALI FINi5t+E5, ARtNiTER SHALL OREPARE SrTE SCEGF7C OOtUMENT5 WR USE � A <br /> INCWOING 8UT NOT UMREU TO STUCCO,POAM,BRICK VEMEER,AND 51DING. yy�7M15 DOCUMENT IN NON-HVHZ AREAS. <br /> 31. INSTAlLAT10N ANCFiORS AND ASSOCIATEO HARpWARE MVST 8E MADE OF S APPROVED IMPACT PRpTECiNE SrSTEM IS REQUIREO ON THIS <br /> tORRq510N RESISiANT MATERIAI OR HAVE A CQRRp$ION RE5ISTANi ARODUtT tW ARfAS REQUIRiN61MPqCf RE$iSTANCE. IMX O.A,5IZE <br /> CBATING. <br /> CONFI6URAttON OESZbN XS55II.E <br /> 12. FOR HOLi.OW$tOCK ANO 6ROUT FiLtEO BLOtK,DO NOT INSTALt 6. WINDqW FRAMF MATERIAI.OVC WIDTH HEI6HT ?RESSURE IMPACf RATIN6 � <br /> INSTAILATICIN ANCFiORS INT4 MORTAR 141NT5,EOGE DISTANCE NS 53�' 77" O/X �/-50 PSF NON-IMPA4T �� j�/ '�^ <br /> MEASUREQ fR6M ffSEE f06E Of 9tAtB OR fD6E Of MORTARlOIN71NT0 � IN ACCORDANCE WITH THE 2030 F9C SEC 2003,$.4 DISSIM�UIR `��� * � <br /> fACE SHELL OF BL4CK. METAtS INQitDiNG iASTENER$FHAT MdY tOME iNTO CONTACi � �O . 3��� <br /> qg• 2�Yt" O/O/X ,/-50 PSF hK3N�ZMA+tC'f � <br /> WITl1ALUMINUMUNITFRAMINGSHALLBEPROTECTEDASDEFINED y.," �G.,�'�' ' ..� <br /> 13. INSTAIUlT10N ANCHORS SNAIt BE�NSTALtED tN ACU3RDANCE WiTH ANCHQR ��'7 SfC 2003.8.II1, T2 Yt" I�Y�' O t OOU&.E OIX •7-5Q RSF NQN-ZMPACT �' <br /> MANUFACILRER'SINSTAW7IQNINSTRlK710NS,ANDANCHORSSHAlLNOT ` ��• *'l <br /> BE tlSED IN SUBiTRATES WRH STRENG7HS 1E55 THAN TFf£MtNIMUM $� GtASS$kiAU.MEET Tt1E RfQtf1REMEMS Of ASTM F 1300-04 6tASS 46�t� 84" DOUBLE O/X •I-40 PSF NON-IhAVACT � � <br /> i 5TRENGTH 5VEGIFIEO BV THE ANCHOH MANUFACTURER. CIiAR7S.SEE SHEEi 7 FOR GLAZING DETAIL �: F- = <br /> 109" 77" TRIYIE O/X +/-50�SF NON•IMPAGT N� F <br /> 14. INSTALLATIpN ANCHON CAPACITIE$FOR PAODUCTS HENEIN ARE BASEO ON j+�L�.-. <br /> A.WQOD-MINMRU 5 EGFItGMV1LL7�VOip,{$ROPERTiES: ���;�3 ., . ,•',� <br /> B.CANCRETE-MINlMUM COMPRESSNE STNENGTN QF 3000 PSI. �� k •��R�\� <br /> C.GROtTi-FILLEDCMU�UN(T$TRENGTNCANFt7RM$TOASfMC-96WiTH � j, (�11 <br /> MINIMUM CpMPRES5IVE'STRENfiTH pF 20pq P51 AND GROUT CONFORMS � cp� �v) <br /> Tt3 ASTM C 876,MINIMUM GR01}T COMPRf55iV£SiREFYG7H OF 2000 PSi. �O �h Y� K f' <br /> D.MOLLOW BIACK CMU-UNIT STNENGTH CONFORM5 TO ASTM CAO WfTH Q t�t 3 f" V Z �Z <br /> MtNiMUM C4MPRESSIV£STRENGTH Of 20W PSl. <br /> O p <br /> E.STEEI•MINIMUM YIEID STRENGTM pF 33 K51.MINIMUM 18 GA WALL �I ItB�� 51 ned b Hermes F.Norero,p.�. awfr#� <br /> THICKNE55. g Y � Y ���`� <br /> i ALUMtNUM-MINIMUMA�.LOV6063•TS.M�WIMUMWALL7NKKNESSOF Reasan•lama F�V�l� thisdocument �1 <br /> � iiis•ro.azs^� • PP 9 SHEET <br /> Date:2014.04.t] i 4:39:34-04'04' � O F 8 <br />