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, <br /> ln <br /> �— <br /> (TYP) <br /> ^ � 3n 3„ GENERAL NOTES <br /> � `- � �t� 1. FOR COVER SHEEf AND DRAWING INDEX SEE SHEET GOOi. <br /> .� <br /> � � <br /> `- � �NP) 2. FOR GENERAL STRUCTURAL NOTES S�E SHEEf S001. <br /> -¢- -� �- <br /> �- -� -� �- <br /> -�-�-¢� <br /> � <br /> 1 <br /> � ' �6Yn KEYED NOTES <br /> 3� COLUMN t ' <br /> CL R � CONTRACTOR TO VERIFY DtMENSION WITH ELEVATOft MANUFACTURER <br /> SHEARWALI. PRIOR TO PIACiNG ANCt�OR RODS. <br /> s z PER SCHEDULE ' <br /> I I � � � � I ---.____�_� (SHEATH(NG CAN <br /> I 1 o I I Q � I � 2x8 STUDS Ai� 8E PLACED ON EITHEft <br /> S T U D V`�A L L (E) S���W a�-�- S O U N D W A I.L <br /> f I � f f �' FER SCHEDULE � STAGG�REQ) SIDE OF WAL.L) <br /> J GYPSUM SOARD � <br /> W A L L P A N E L (E) ► � � 1/4 ( ( _ ��� � PER ARCHITECTURA�, <br /> I I ! ( <br /> { ( PL1/2x�xd'-8" WITH } � PLi/2x5x0'--8" VrIi�H HOLD DOWN � P�RDPLAN,� <br /> � � (4} 5/8"4 HOLES FOR � � (4) 5/$"4 HOLES FOR PER PIAN � � <br /> _ � 1 # (4} 1/2"� ANCHOR RQDS T � I I (4) 1/2"� ANCNOR RODS I�o°�I P.T. 2x8 S1LL PLATE � .�, � � � PfWEL £DGE NAlLING �`,°,� P.T. 2x SILL PLATE <br /> � o � i WITN HILT! HlT RE 500 V3 � fl l I WiTH HILT! Hll' RE 500 V3 � �� a_ OVER ALL HQLD °,°,� WITH ANCHOft BOLTS y <br /> � WI3H ANCHOR BOLTS DOWN STUDS — <br /> � � � EPDXY, EMBED 6" INTO c�� � � EPDXY, EMB�D 6" iN1'0 I` ` PER SNEAftWA�L SCH�DU�E `}i � PER SHEARWALL SChEDULE <br /> EXISTlNG C4NCREfE EXfSTING COI�CREi'E {5/8"� C� 48" ELSEWHER�) � o {5/8"4 @ 48" �LSEWMERE) <br /> TOP OF SLAB {E} �:;.�::��_,.. TOP OF 5EAB (E) 1 :.;,;::,,.;;;,: ::,, TOP OF SLAB (E} � TOP OF SEA8 (E} <br /> � --� k e • � � .� <br /> � � -' <br /> � <br /> _ • _ • • e s s � � � � <br /> � <br /> FOOTING SIZE AND REEt��'ORCENG �40TING SIZE AND REINFORCiNG FOOTlNG S1ZE AND REiNFORCING ' <br /> FOUNDATlON {E) PER PiAN PER PLA� 1 NO7E: FEft PL.A�d <br /> WAL�. MAY BE OFFSET AT SIM{lAR. ADJUST <br /> � REiN�'ORCEMENT AS NEEDED TO ENSURE <br /> ` ANCHQR BflLT IS INBOARD 0� REII�FORCEM�PlT. <br /> SECTION A� S���IC�N � ��C�I�l� C�` SECT#C�N � <br /> SCA�.E: 1"-1'-0" S150 SCA�.E: 1"=1'-0" 5150 SCALE: 1"T 1'-0" 5150 SCAI.E: 1"=9'-0" S15[} � <br /> ��� <br /> F��Uj;DA7l�N f�El���"QRCING — STAPI�AR#� NO�JKS (�+4ATCFfiNG � STANDARD NdOKS (hAATC�IING J <br /> �EE PL�N — -- CORN�i� SAR� 8c SUBSTI7U�t�D (N Ct}RPlER �ARS B� SU6STITU7�D IN <br /> (3) ��-~�EACH 'AlAY L;�U OF HC�OK--MATCN ti�0i� LI�U U�' f�100K-�r1ATCN i-i00K <br /> BOTTOPr4 �F PCf, D�VVELOPM�"N�i� LEE��GTN) D�lE!0�'��i�i�T LEti1GTI-E) <br /> �r E �ECTi4N �/S3Qt� �T"AIR STRING��, SF� <br /> -- BEARI�iG WAL.i FQUt�JDATION �02 REIN�ORGlNG ARCHI1"ECTURAL �(7R \ <br /> � _ R#S� AND RU�--- t _ <br /> (WHEf�E OCCU�S) �E£ �'L�N � <br /> F'0� RE�I�fQ(�CiNG ` _..�,_�:� <br /> TOP 0� SIAB (E} �.TM_�� SiMPSOT� nA35" CLiP <br /> A�' EACH STAIR STRING�'R --� � <br /> `�- � � � ,� ,� � <br /> ��____.� 5/8"� HILTi �<vrEK HU5-TZ <br /> � SCREW ANCNOR �16", EMB�D <br /> n5 DOWELS C�12" F�0�4"�COCE D 5" MAX{MUM � <br /> EMBED 4° 1NT0 EXkSTlP1G �" � `� / �''' WALL REINE�QRCING <br /> � <br /> CONCREfE SLAB i � \� S�E 5ECTfON E/S3fl0 <br /> �..t , <br /> � TOP QF SLAB (E) � _._�__._�._._._..� \ <br /> � '6 STANDAKD HQOK -�� ='� �� \` <br /> �� # r <br /> � INT4 WALL �� �__.� �.._� ~`----- �OUNOATIQN REINFORC(NG <br /> � � 8" 1>_0„ 8„ COMPACTEO �l�.L f _. w__�>,__..___ ___....____� � SEE PCAN <br /> � ~ _ P.T. 2x12 CONTlNUOUS � <br /> 0 2p CLEAR <br /> `r' (TYPICAL) #6 VERTICAI. �12" . � <br /> (TYPICAL) <br /> �6 NORiZONTAL 48» p�TA�L � DETAIL 2 <br /> (T`fP1CAL) DETAIL 3 QETAI L 4 <br /> SCALE: 1"-1'-On S 150 SCALE: l n=1'-0" S 150 SCAL�: l n=1'-On S 150 SCALE: 1"=1'-0" -- <br /> #5 t�12" EACH VVAY WA7ERSTOP, T(P[CAL <br /> ALL ARaUND <br /> � <br /> � � � <br /> • . s • . <br /> .,c...,,� <br /> `� <br /> �- ca�PAc��Q ���L . <br /> 8" SEE ARCHiTECTURAL 8" <br /> ` NOTE: SHORING 8Y CONTRACTQR -�� <br /> SEE DETAIL �/S300 FOR NlA�L CQRNER REI�lFORC�MENT. <br /> SECTIQN E <br /> SIiA�E. 3 n^��—Qn S1 5V - � �+ . <br /> . � » � n , � , . � - . <br /> Y Yz <br /> � � � <br /> � E� <br /> T � ' <br /> -� -¢ <br /> i <br /> c� � <br /> `t' :- PIT SIDE . <br /> � CONCREfE PI� WALL <br /> z <br /> I I � <br /> � 1 i � <br /> 1 IN <br /> 3 � � z <br /> -� <br /> 24" ( l ��4 <br /> 0 <br /> 0 <br /> � � E � PL3/4x5 1/2x4'-11n WITH . , <br /> � � �3 { � (2) 5/8 � ASTM F1554 <br /> m GRAOE 36 HEAVY HEX <br /> � -3 = w � � HEAD ANCHOR RODS <br /> � � o I I <br /> o `_' I 1 <br /> � TOP 4F ti"�ALL <br /> � <br /> N <br /> O <br /> n <br /> O <br /> o � '�' �.�.t--�-.. #4 QOWEE, AND EPDXY <br /> Q �# a 8" INTO ADJACENT SLAB W1TH <br /> o � , Hll.�l HIT--RE 500V3 <br /> J <br /> W <br /> � #3 TIES WITH (2) • = y <br /> MlN1MUM #6 VJAI.L <br /> RElNFORCING • • <br /> DETAIL 5 � <br /> > SCA�E: 1"=1'-On S210 <br /> � <br /> � <br /> o �SSUED FOR PERMIT <br /> � <br /> � REFERENCE DRf1WiNGS REVISIONS REVISIONS SCALE: AS N�TED <br /> � DRAWINGNO TITlE REV D/�TE BY DESCRiPTIQN FtEV QATE BY D�SCRIPTION �g'� M Iy` DRAWN: STS � STRUCTURAL <br /> o ,o�2�f;� H� 1SSUEl}FOR PERMiT � .y� �� �As�l�. r CONCRETE DETAiLS AND SECTIONS <br /> 1 11/17/17 Hf fSSUEDfOR PERMIT � ENGINEER: AMW + <br /> � � � <br /> T . � � <br /> r -� cx�ckEo: SMD <br /> � � PROJ MGR: LCC ' ' ' AGCESS LASER - TENANT IMPRQVEMENT <br /> W <br /> a �� � g a �� yt �O 53438 � . <br /> Q �'�,ssCISTEg���,� q�,p�OVED:LCC Our difference PROJECI' NQ: SHEEI' N0: F2EV: • <br /> � j�NAL E � (��� is engineered. Q c (�(� <br /> � < < DAT�: 10/23/17 www.harrisgroup.com QQ7d2V�.�d V�V V � <br /> - ---- - '�ii�u'i�ni�iiri _ _ _ <br />