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<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} --
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<br /> � � _ ___. —
<br /> i . .
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<br /> LEGEND
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<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 � � � � �
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<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) � ._ ...._ _. _
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<br /> � � � SHEARUtIALL SCHEDULE ��,z,3,�,�,$)
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<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 =
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<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.
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<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".
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<br /> � � (CL�AR) '� � I HDiJ4 � I C3 j � � f � 1 � C � i ; � 10.�.VL RIM JQlSTS PERMlTTED AT SW1.
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<br /> STUD WALL 7 � � � � �
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<br /> PARTiAL PLAN �
<br /> seA�E: �/4n=�'-o»
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<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
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