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INSTALLINDIVIDUALINSTAUATIONANCHORSWITHINATOLERANCE w .Z wp q <br /> pF±1/2 INCH OF THE DEPICTED LOCATION IN TNE ANCHON LAYOUT F W�m <br /> OEfAlL{{.E.,WITNOU7GON5lDERA770NOFTOLERANCFSJ. � d .°�o > <br /> TOIERAh"CESARE NdT GUMUiATIVE FROM ON£ItJStALtATiON <br /> ANCNOR Tt}TNF NEX7 ,.H., � � <br /> I 4. SHIM 0.5 REQUIRED AT EAGH INSTAUATION ANCHOR WITH 40AD Q r,.; � � <br /> BEARINGSHIM{S}.MAXIMUMALLOWABIfSHiMSFAIXT08Elj4 � � O <br />� INCH.SHIM WH£RE SPACE OE Ij151NCH OR 6REATER OCCURS. �. <br /> � SHIM�S)SHA4l 8E CONSTRUCTED OF HIGH DEN51N PLASTIC pR m ti f `� <br /> - _o� BEffER. GENERAL NOTB5. � <br /> 5"FOR INSTAtiATiON lNTO W4QD FRAMtN6 USE k10WOODSCRfW50F 2.THE pRDDUCi'SN6WN NER£IN IS DEStGNED AND �ABl.E OF CQI�iTEtJTS <br /> °� + SUFFIqENTIENGTHTOACH1EVEfF/ZINCAMINIMUMfMB£OMENT MANUFACiL1RE0TOSOMFLYWiTHTHECURREMTFL6RtDA J � <br /> IN70 WOOOSUBSTRA7E. BUILDIN6 CODE(FBC)ANp TNE CURRENT IRC/IBC,EXCLUDING --SNEE-T-REVLSION SHEET DESLRIPTION O 2 Z <br />� HVHZAND HAS BEEN EVAI.UATED ACCORDING TOTHE -W�-�'S'�--S--� <br /> � 6. "rORtYST:.tiATi.^,1;HR4�Gti2XB�CKTG£Oh�R:7�(M.:SqliP,Y,'JR F4:10:MlRs: i G 2NSTALLATION6GENERALNOTE5 `("� � U ¢ y <br />� DlRECTLYIN7000NCRETEJMAS6NRY,USE3fI6tNCHDtAMETERtRN . AAMAjYJOMAJCSA101jt.5.2jA440-08 F � _ � <br /> � . 2 B ElEVATtON d ANCHOR l,AYOVT H a � v � <br /> TAPCONOFSUFFIGEN74ENGTHTOACHIEVE AAMA450-10 � O � V <br /> N O � <br /> 1 1/41NCH MINIMUM EMBEDMENT 3 L ELEVATIOA:S 6 ANCHOR LlY0UT5 � v U Z 0 <br /> I 2.ApEC1UACl'OF THE E%ISTING STRUCTUftAI W W � � w <br /> 7. MINiMUM EMBEDMENI AMD EOGE DIStANCE£XCIUDE WAI.L CONCRETEJMASONRY AND 23t FRAMING AS A MAIN WtNO 4 8 VERTSCAI SECTSONS � p N �G F � <br /> FINISHES,INCIUDING BUT NOT LIM17ED TO STUCCQ FOAM,BRICK FORCE RESISTING SYSTEM CAPA6LE OP WRHSTANDING AND 5 B HORT20NTAL 5ECTION5&6LAIING OETAIL m 0 v <br /> VENEER,AND SIDING. TRANSFERRING APPLIED PR4DUCT LOADS TO THE <br /> f-0UNDAiION 15THE RESPONSIBILINOFTHE ENGIMEER OR 6 8 �RANSOM VERTTCAL d NORIZONTAL SECTIONS W W <br /> 8. tNSTALtA71ttN AldCHQR$AN6 ASSOCIATED HAROWARE MUST SE ARCFiiTECT OF RECARD fL3R THE PftOJE4T OF 1NSTAUATtQN. <br /> MADf Of CORROStON RESiSTANT MATERiAI OR HAVE ACORR45iON <br /> RESISTANT COATING. 3.1X AND 2%BUCKS(WHEN USED)SHALL 9E DESIGNEp AND O Q m V <br /> e ANCHORED TO PROPERLY TRANSFER ALl LOADS TO THE <br /> 9. F4R HOLLOW BLOCK AND GROUT Hll.ED BIOCK,p0 NOT tIVSTAU STAURURE.$UCK DESIGN AND INSTALLATION IS 7HE `�� /� m <br /> e INSTAltATION ANtHOR51N70 MORTARI0SNT5.EPGE DiSfANCElS RESFONSIBNiY CSF TttE£NGINEER OR AftCHiTECT 4F RfC6RD QESI&N PRESSURE RATIlVfi �,�� O 'k '�33 �� w <br /> FR M FRE OGE OF BIOCK OR EDGE OF MORTAR IOiNT FOft THE PROIECT Of INSTAUATION. � ��� "'- �/c�+r d <br /> �nrrn c���cun i nc ai yn,rv 5.^E DFSIGn;pnc55L'RE iifilutPA `�r'��.,� �"-.. <br /> 4.THE INSTALLATION DETAILi DESCRIBED HEREIN ARE 6ENERIC RAT��" 0.� I�'`'�' �'•"�^r <br /> °i }p_ StdSSASSATiptd AtdCNORS SHALL BE iNSTAEt£D IN ACCOftOANC£WtTtt At10 MAY h07 REfLEL7ACTUALtONOtTiOP75 FORA SPECl�iC ��-� � • • ,,,� ��°�w=� <br /> ANCHOR MANUFACTURER5 7NSTALLATIONlNSTRUCTtONS,AND SlTE.IG SITE CONDIiiONS CaUSE aNSTRttATiON 700EVIA7E 'v'Y.?�E° �35.n�_zg_p acc 5r� yJJ3 ��-� <br /> ?t ANCHUH�`�MALINUIj}�,U�tUIN�Vt751XAIt�1N11M�IttLNl�i1el�CGl� �ltVMIf1Gt(C{.�VliteMCIV1�U[�i�ilCVl'1Gttcirv,i�lil.ciriu ( J -�--- -----3 { '•i�� `'���a�� <br /> v <br /> g 7HANTHEMINIMUM57RENGTHSPECIFIEDBY7HEANCHOR ENGINEEROftARCHITECTSHALLPREPARE5ITESPECIFIC qg°X�$° d5.0/-25.OFSF � �^�Z�.,�Q''° U' <br /> � MANUPACTURER. pOCUMENTS fOR USE WITH THIS DOCUMENT. � ��T^•"•. \ '���'� <br /> o NON-ZMPACT i � •.-\ ��..•' <br /> � 11. WSTAUA7IpN ANCHOR CAPAtiilE$FOR PRODUCTS HEREIN ARE 5.APPROVED�MPACT PROTECTNE SYSi'EM iS REQUIRED ON 1Q4°X 74° �35A I 35.6 PSF ��i�3�Y �pR�4\���a <br /> - BASED ON SUBSTRATE MATERIALS WI7H THE F04LOWING PROPERTIES: THIS PRODUCT IN AREAS REQUIRING IMPAR RESISTANCE. � �� <br /> - A. WOOp•MINIMUM SVECIFIC GRAVITY OF q.55. 72'X 108° •35.0/-35.0 PSF N >' j� <br /> - B. CONCftETE-MSNlMUM COMPAESSNF SiRENGTH OF 3000 P51. 6.WINOQW FRAME MATERIAI.WHITE VtNYL F^ m¢ to Z �� <br /> = C MASONRY-STRENGTHtONfQRMANCE70ASTMC-90,GAADE Z-> >t LL `^r f'" <br /> I �`'� N,iYPE 1(OR GREATERj. 7 G1.A55 MEEiS TH£R"cQUIREMENTS OF AS7M E 1300 GLASS �a �h v S U Z <br /> 8; CHARiS.SEE 5HEEf 5 FOR GI.AZING DE7AIL � <br /> DWG#: �^y � <br /> i �� _ Digiza!!y signed by He,-mes r�iozera.F.E. � h � 1"`��� � <br /> Reason:t am approving.his document t1 <br /> a� Date:2015.06.301824:57-04'00' �SHEET: q OF �j � <br /> 1 <br />