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,, <br /> � 2 z.5 � <br /> GENERAL NOTES <br /> ��'—p" 2�'—p" 1. FOR COVER SHEET AND ORAWING INDEX SEE SNEEf G001. <br /> 2. FOR GENERAL STRUGTURAL NOTES SEE SHEEf S001. <br /> � _ I � 3. SIMPSON "HDU4" SHALL HAVE 5/8"� ASTM F1554 GRADE 55 NEAVY <br /> SQUARE HEAD ANCHOR ROD. ANC314R RQD SHALL 8E EMBEDDED 13" <br /> INTO CONCRETE. ANCHOR Si-EALL SE PIACED 8" MiNIMUM TO EDGE OF <br /> . CONCRET�. <br /> * . <br /> KEYED NOTES <br /> A � � � � �1 EXlSTING 1'-6" WlDE x 1'-0" DEEP CONTINUOEIS FOOTiNG <br /> (REFERENCE}. <br /> �2 CONCRETE ELEVATOR PIT. <br /> � ( 3 ) DOWEL AND EPDXY FOOTlNG REINFORGEMENT 5" lNTQ EXiSTING <br /> O � � � � CONCREtE. PROVIDE HILTI FifT—RE 500 V3 EPDXY. <br /> � PROVIDE 1'-0"xt'-0"1'-0" DEEP CONCRETE SUMP PIT, SEE DEfAIL <br /> �� � 1 S300. , <br /> 1 <br /> �5 ATTACH STAIR STRINGERS TO EXISTING GONCRETE SLAB PER DEfAIL <br /> � 2/S300. COORDII�lA7E LOCATI4N WITH ELEVATOR MANUFACTURER. <br /> OPROVIDE 1'-6" WiDE x 1'-4" DEEP CONCREfE WALL FOOIING WITH {2) . <br /> C TI 0 D 0 0 <br /> D � � <br /> , „ �7 PROVID� 2x6 BLOCKING ABOVE AND BELOW SHEAR WALL SHEATHING <br /> • S300 ( 43 —9 � PENETRATI0�3 AT ELEVATOR SUPPORT RAiL CQNNECTION. NIAL WITN <br /> SW1 TYPlCA� PA(VEL EDGE NAILING. <br /> (SIMILAR} -- <br /> � <br /> � � _ ___. — <br /> i . . <br /> N <br /> LEGEND <br /> M I �.�.......�.�... ����^����.�.�..........,.............�...��.. .......,...�........��..�.r�.....r.........��.��.�.�....«.....��.....�..«...�.........�..�..�...,.....�.�..� � <br /> ' I l � ( C1 = HSS4x4xi/4 <br /> I [ � � � ! <br /> � <br /> � �-----,,� i � � � C2 = HSS5x5x3/8 � <br /> � �� � � <br /> � � � � �� � C3 = 6x8 D�—�1 WITH SiMPSON "CCQ/ECCQ" COLUMN CAP <br /> � � � � � � <br /> � � �'�,?.� {NDICATES SNEARWALL <br /> ' �,;,�� iNDICATES B�WG WA�.I. <br /> �1 �,� � �-� 5'—p" �'—Q" �- � ' � � <br /> � € . <br /> I� i � COLUMP� COLUM�! COLUMi� � � FD1 = CONCRETE FOOTf�1G 11'--Onx4,--Q„xl'_.4„ D�EP WITH #��12n TOP AND <br /> � i �� � � � 84Ti�OM <br /> I� � � } �'D2 = CONGRETE FC�OT��aG 3'_.3„x3'--3„x1'--�" DE��' �';I�TN 'SC��l2" T01 AP�t� <br /> � �� � i � � -- co�c��r� �o�r�r�� (�} ! � ��, �» �onor� � <br /> � � � --a X� -r� (���} � s��r� � ..,,-�-�,,--. � <br /> � � f � � �� N�JU4 ' FD3 = GONCRETE FOOTlNG 2,-9„x2'-9"x1'_�" DEEP W!7N �5C�12" TQP AN� <br /> � �� I � �.. .__ .___ _. ..�_ � ___ _�. _j � SOTFOM <br /> � ; i 1 C 1 (�� ---�-�.�. 1 i /_,.�__"_ �] C 1 � � � � � <br /> , , <br /> ! t f , �- .�,,�-.. '�,, r---r--� ' � i r� -°� / ���.,,�.,� �._� i `__�__";�.;�, x�'-xx" � s���twa�� ���c�� <br /> �,, � �.� 4 X,�'—Xn <br /> . --�— � � I � FiDtJx = S MPSON�F{nU�NOLD DOW�! NUMBER <br /> , <br /> � � � l � � � �, � � � � ; �_ y � <br /> GQLUMPI _ � � , , � SVrx <br /> ____ — ____ ____ � _____ ; _�__. — � <br /> B � � f ( �I 1 � l I 1 i I 1 � � � HDUx E�ACN END dF N�ALL <br /> jc � L ,...1 S300 L......._.._._.! � ( L,��.�.� L J I � <br /> 5300 � I �FD2 �'' FD2 ; � FD2 �D2� � � <br /> � ` (IYPICAL) � ._ ...._ _. _ <br /> �--� �n���Ac} � � _ .� .� ! � j <br /> 4 i � � <br /> s 26'-0" I � � � � I � <br /> � sw� I � ! E � <br /> E HDU4 � � � � � <br /> C ' � �E � �` � <br /> E � t F. ( � <br /> S�.� 9TYPICA�} � ( � � � R <br /> . . � E 1 � . . . 1 � . ' �' . . - . <br /> � 1 1 s � � <br /> , � � � � � <br /> �- _ _ _ _ � <br /> �._.�_____� �______________ ____ ________� i <br /> 1 . �---�__�_��.___---�.___ �:____---_�:__� ___�________�.___�.____�._��._______�I <br /> , . <br /> j <br /> , <br /> � <br /> � � � SHEARUtIALL SCHEDULE ��,z,3,�,�,$) <br /> N � <br /> � <br /> 1 ' �0 PLATE CONNECTfON BASE PLATE CO�NECTION <br /> f c � o PANEL EDG� <br /> ; 2s'—s" s3oo � ���� z��--��� MARK SHEATHING NAILING <br /> sw� � sw� IF TJ1 i� w000 (7;s} AT WOOD (9,10} AT CONCRETE <br /> I� � 3 HDU4 ; ��u4 C3 1 C1 �,�3 � SW1 15/32" CDX PLYINOOD 8d � 6" 0/C 16d C� 6" OjC "A35� @ 24° 0/C (2) ROWS 16d C� 6" O�C 5/8"� ANCNOR 4 48" 0/C <br /> ° _ _.�_ _--------_.�__�.___�_.� -- __----�._____.�__ _.�__ I .�--� � --� <br /> � � ��— � �� ���__��� —� �`i � _ ��"��'_ _ w___,..� i{ � ( 1. BLOCK PANEI. �OGES WI7H 2x Mi?�EMUM LAID F'LAT AfVD NAlL PRNELS TO {NTERMEDiATE SUPPORTS WiTH 8d � 12" 0 C. <br /> i -----____�._.�__ _________________.�_�._.�_-- --------_______ _______ � °-� 4� ; i � � <br /> � ; � j� ^� r�^ ��3----� � � ' {———--� 2. 8d NAILS SHALL BE 0.139"�x 2 1/2" (COMMON) AND 16d NA1LS SHALL BE 0.135"�x3 1/2" (BOX). <br /> , <br /> � ; � � � � � ; � , � 3" FROM FACE <br /> ; : � � � � 3 i ��'" � 3. EMBED ANCHOR RdDS AT LEAST 7". EXPANSlON ANCHORS MAY BE SUBSTITUTED FOR ANCHOR ROQS WITH 4" EMBEDMENF. TlTEN ND SCREW ANCHORS MAY 8� SUBSTlTUTED FQR <br /> ; � 1 � � � � � � OF EXIS ING WALL ANCNOR RODS WI7H 4" EMBEDMENT. ALL B4L7S SHAlL HAVE 3"x3°x1 /4" �iINIMUM PLATE WASHERS. PIATE WASHERS SHAL� EXTEND TQ WITHIN 1/2" QF THE EDG� OF' THE BOiTOM <br /> � PlATE ON THE SIDE WlTH SHEATN{NG. <br /> s � <br /> � � � � � ; �� ; F � � � � � � � <br /> � � 1 + ' <br /> : : � � � � i = <br /> ; s ; , , � <br /> � ; i ° ( � ( � i � : i ! � 4. TW0 STUf7S MINlMUM ARE REQUIRED AT EACH END OF ALL SNEARWAILS AND ALL END STUDS SHALL RECElVE PANEL EDGE NAII..(NG. SEE P(A�JS AND HOLQ DOWN SCHEDULE FOR �QR <br /> ----i^�i e n - <br /> j , I ( � � 9 S —9 � � ! . � � i ALTERNATE REQUIREMENTS. <br /> � i ( � � ( SW 1 ; : : .�= � _��:_ ; <br /> ,� , ; ( � � ` HDU4 ' ..; ; '': i ; ; � . 5. ALL EXTERIOft WALLS SNALt BE SW1 UNLESS OTHERW(SE NOTED. <br /> , -__ ..__ .�... ..__ _.� ...._ ._. , <br /> ���cj/'r ' i t � � � � ; 1 ; i � � � 3 ' n v <br /> �� � � ; ._.— ( � � � � ; ° f ; ; ; � � 6. 7 f 16 OSS MAY BE SUBSTiTUTEO �OR 15/32 CDX. <br /> f t � � 3 : <br /> ` � , eo�u�N � 4� _,___ ;� i I 1 a- � ; ; : } ; � , <br /> C � � ��, , ` � � a � u � , ; , � � ' _ f ; j ; i ;"�£===.�= 7. CTP'S (HORIZONTAL OREINTATION} WIT�4 8d C4MMQN MAY 8E SUBSTITUTED FOR A35 S AT COIVTRACTQRS QPTION. <br /> — , � i--- .� : �---� � � <br /> ^ 'I � � I � 1 ! � � ; !_.__ .__� � _._. ...� � � � � i ! � � � , <br /> ^ � i� � ; ( � x ! ' � � f � �' (�—'—'—'—`�� � � � i �._; � � 8. A 2x NAILER ATTAGHED WiTH SASE PLATE NAELlNG MAY BE SUBSTITUTED FOR A35 S AT CONTRACTORS OPTfON. <br /> � ' 3" �� '• 95'_6" � � � � � � � � 'F�1 '� � - � 1----� s; � �1 9. MULTI—ROW NAlL1NG, MINEMUM QFFSET BEIWEEN ROW AND R4W SPACiNG 1 2". <br /> w 1 � �� ����._. � ( � t <br /> � �� 1 1 �_ ._._ ___ _�. __. ..�._ .�. �� _.�._.__.__, � � <br /> 1 I � E- <br /> � � (CL�AR) '� � I HDiJ4 � I C3 j � � f � 1 � C � i ; � 10.�.VL RIM JQlSTS PERMlTTED AT SW1. <br /> � Q ��� � �f I i � s�u o w A��, � L c 3 � <br /> � � � � � � ; � � � � ei Fo3 � � <br /> � , `� � � r � I� ` �� t r� —1 <br /> �. �€ � , i ______________� , , � jl � � <br /> �o���N �� , � , <br /> STUD WALL 7 � � � � � <br /> � � <br /> q �� I � � _..__.._...._.._._.._._._.,._ .�...`1 1 � � � ( � ( <br /> s3oa �; � c2 �_ � �� � � � , �- �---� <br /> `-� (TYPICAI.) 3# —.---� FD2 � I �1 [ <br /> c� <br /> c <br /> �� a � i � � � $ � ! I , � <br /> . � � s3oa ' � `� <br /> E f (SfMILAR) � �,,._�,,,_, „J � <br /> . � � S300 <br /> 1 � �� � 11 n � <br /> � � C2 » � <br /> � � 2 � 3 FROM FACE QF € <br /> � <br /> U � � <br /> �x�sT�Nc wat� <br /> � �; <br /> . c �` � � � � . <br /> . � �� , � <br /> � <br /> �� � <br /> ___ __ __ _ ..__ __ _ .� _ _ _ _ �. _.� _ _ _ _ _ _ _ _ _ _ _ _ _ _ � __ _ _ _ .� _ _� _ _ _ _ _ _ _ �. _.. _ _ -- - _ �. _.._ _ �. .�.� _ � _ _ _ _ _ _ _ _ _ __.. __ _ _ ___ __ _ _ _ <br /> N � µ r <br /> O I !.�..` _ _,� � .___ _.. .._._ _.. ..._..�.. ._..... �...,. ...._. _._._. ._.. ._.. ._._ w _..... ...._._._. — -- .�Y.. _...._..... .....�. ..... ._,... ...... ._.... ._.... — — — — — ^' — . —— — � � _.�� � . . . <br /> n <br /> O -- — — ^ "� — — — — — — � _ __._ t ..� .� _._.._...._ � _,... ._.. _..... _..... �-... -� �– .--..-. _._ ._ .--. .-.-..-..P � <br /> Z { � ...._ �� , �F // � �i � � i� 'f,, !i� , � <br /> � <br /> O <br /> C ' <br /> U_ <br /> O <br /> a <br /> �u <br /> J <br /> LL. <br /> PARTiAL PLAN � <br /> seA�E: �/4n=�'-o» <br /> � - . <br /> � <br /> �, <br /> � <br /> � - lSSUED F4R PERMIT <br /> 0 <br /> N <br /> � REFERENCE DRAWINC�S REViSIONS REVISIONS SCAE.E: AS NOTED STRUCTURAL � <br /> � DRAWiNG NO TIl'LE REV DATE 8Y DESCRIPTIOfV REV DATE BY DESCRIPTiON �g'a '� Iy' p}ZqVVN: STS � j <br /> ��o� wAsx PARTIAL FL44R SLAB PLAN <br /> 0 10I231i7 HG ISSUED FOR PERMl7 0� ENG�NEER: AMW <br /> � 1 91/17/97 HG ESSUED FOR PERMfT ,,,� x � <br /> � � � � • CHECKED: SMD <br /> � . . ., . , .: .. � � �3436 w� PROJ MGR: LCC ' ' ` ACCESS LASER • TENANT IMPRQVEMENT <br /> � °l'��GISTEg��1�' Qur difference <br /> � �S'SI�NAL E�� � Jf��' ���OVED:LCC is engineered. PROJECT NO: SHEE'F tJO: REV:� <br /> W oo7o2s5.00 S� 5� 0 <br /> Q DA'CE: 10/23117 www.harrisgroup.com <br /> � <br />