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GENERA� NOTES
<br /> � � 2.5
<br /> 1. FOR COVER SHEET AND ORAWI�IG INDEX SEE SHEEf G001.
<br /> 50'-On 25'-4n
<br /> 2. FOR GENERAL STRUCTURAL NOTES SEE SHEEf S00�.
<br /> - 3. FLOOR; SHE'ATNING TQ 8E 1 1 f 8" PLYWOOD WITH 10d � 6" ON
<br /> CENTER AT BOUNDARY EDGES AND @ 12" ON CENTER FIELD NAILING,
<br /> � � � UNLESS OTHERWESE NOTED. NAILS SHALL PENETRATE 1 1/2" MINIMUM
<br /> INTO FRAMING MEMBER, BLOCKING, QR ORAG STRUTS.
<br /> 4. MINIMl1M HEADER SHALL BE (2} 2x8 DF�1.
<br /> 5. ALL BEARING AND SH�1R WALLS SHALL BE Zx6 STUDS � 16» ON
<br /> CENTER.
<br /> A ____ _ ---- �. � � . 6. MINIMUM (2) 2x6 5TtlOS AT EACH £ND OF HEADER, SEE 1/S6a0.
<br /> � � 7. FOR ROUBLE TOP PlATE NAI�iNG AlVD SPLlCE DEfA1L SEE 2/S600.
<br /> 1
<br /> . 8. STEEL STAlRS MAY BE USED AT CONTRACTORS OP�'ION. STEEL STAIR
<br /> D�SIGN DRAWINGS AP(D CALCU(ATiONS SHALL BE SUBMETTEQ TO
<br /> EfVGINEER �'OR APPROVAL.
<br /> � o � � �
<br /> � KEYED NOTES
<br /> �
<br /> � � EXISTING HF�IDER TO 8E VERIFIED BY CONTRACTOR.
<br /> � �
<br /> � �
<br /> � 3 1/2x11 7/$" �s�.
<br /> �
<br /> �3 2x10 �EDG�R WlTH (3) 16d NAiI.S AT EACH STUD.
<br /> � O 4x6 POST WfTH SIMPSON "SC" POST CAP AIVD SIMPSON "ABIt" POST
<br /> � � � BASE WITH 5/$"� HlLTI KW1K BOLT TZ, EMBED 3 1/2" INTO EXISTING
<br /> � S600 CONCRETE SlAB.
<br /> f� � � � �
<br /> �
<br /> �� � �5 2x10 @ 36n ON CENTER LANDING FRAMING.
<br /> � EI � I __ _ _ ---�-----�---
<br /> i �� � 3 1/2 2.OE PS� S7AiR STRiNGER W1TH 2x6 NAILER EAGH S{DE.
<br /> �
<br /> !
<br /> � �7 4x10 BEAM WlTH SIMPSOt� "HISCQn HANG£R AT I.EDGER.
<br /> � � 1 3/4x1 i 7/8 DRAG STRUT. NAIL FLOOR SHEATHING TO QRAG STRUT
<br /> � WITH (1} ROV"! OF 10d NAlLS C� �" ON CENTER.
<br /> I I
<br /> � � � � 3 1/2x31 7/8 2.OE PSL DRAG STRUT. NAIL �100R SHEATHING TO
<br /> ORAG STRUT WITH (2) ROWS 0� 10d NA1LS {� 6" QN CENTER.
<br /> � 2 n `
<br /> ��� � � � � �p1S�(� � � `� � i0 STftAP ORAG STRU'� OR BEAM 1'0 RiM J015T WlTH SIMPSON "LSTi49"
<br /> ``�_ ! {� �� .�18 t56 � STRAP.
<br /> i � � � �Jl � (
<br /> � 11 STRA�' DRAG STRUT TO QRAG STRUT ACR4SS BEA��, S�E 3/S600.
<br /> �
<br /> � � 12 PRO�liO� 3" SEPARATIO�; BEfWEEP! W00� FRAME� �U3LDING A��D
<br /> ,--�--� � - � EXiST1NG CONCRETE WA�.L PANELS APlD �XESTING ST�EL COLUM�:S.
<br /> , t7
<br /> � `� ��5600 �� � S6 0 I � I `13 SID,4PS0I� �'�'S1�6Y STRAPj A�NGLTH gTOr���OF TNE�OH'EAT i0��T1NU0US
<br /> �``�_._.._ `� , �
<br /> € ��- - f , 4
<br /> � . ��,,_ �, , � �-- c� �� -----., �2 — �� c� —,�. A � �
<br /> , 3 1 , 3 � �*�-.�� \'�•,,� S6C10 j� 4aS600� �� �fEr1 J01ST AND i-�SS T�J BLOCKlNG CONNECTEON SEE
<br /> �--�-- � � �
<br /> � ����X�� w�a�X�� � `�'' C r�ica�) �
<br /> 6 1 � i ; ____ �. ____ � J.. � — �
<br /> ! � 5 i 6 ---�
<br /> E ! S600
<br /> ; � � � �`-/ {T{PiCAL)
<br /> � 4 , �
<br /> ,
<br /> �, 7 �� �� i I 1 � `______.�—.---.--------}—`"`1 j '
<br /> ' '� ; � � 1STS C� 1'-4" ____---�--�`�~ � �
<br /> ' TSI 11 7/$ ��60} SO ,
<br /> �� �
<br /> �� � �EGEND
<br /> __�_-- � --------.------�
<br /> �� � � M � S� {� PICAL) G1 = H5S4x4x1/4 � .
<br /> �� ' S600 I � l (
<br /> � 2 � � �'�� C2 = HSS5x5x3/8
<br /> �� �
<br /> �� ��
<br /> � c� ; �� C3 = 6x8 DF-#1 WiTH SlMPSON "CCQ4n COLUMN CAP
<br /> �� `�.T _ T� - -_ -- N1
<br /> I � � � � H 1 = 3 1/2"x11 7/8" 2.2E PSL HEADER
<br /> I � �
<br /> �� ' - �
<br /> � IND{CATES SHEAftWALL
<br /> j 1 3/4x11 7/8 n i � � ( � -�-----� 8 � fNDICAT�S BEARlNG WA�L
<br /> �
<br /> ! 1.3E I.SL C� i -4 �
<br /> � �
<br /> i
<br /> c\i � �
<br /> M FLOOR SHEATNlNG SHALL HAVE ALL PANELS EDGES 8L0 K .
<br /> � H � JI 11 7/8 (230) JOIS�S Q �'_�,> � PROVlDE PANEE. EDGE NAIL.ING AS .REQUIR�D.
<br /> � T
<br /> I 5600 ' S600 1
<br /> � i {SIMIEAR) � . � � � --- C3 3 � � �� C1
<br /> � � 1
<br /> r �
<br /> �. � H1 � GL 6 3/4x21
<br /> _ � � � �
<br /> j i � � �
<br /> � s
<br /> ! � 10 11 ;��i S600� � � �
<br /> F i � � �; ,�
<br /> � ;; � (SIMILAR)
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<br /> 1� � 1 �- � � �, ;i 1 E � 9 r7 � I
<br /> ?< � � 1 I S640 � `' � � :� ; � � � �- I �
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<br /> I f ! ; Ss� � � ;�� ji ; d
<br /> � ��€ � 1 C1 G3 10 10 C3 (TYPICAL) � 1 C1 f ' � � � � �
<br /> I�,� I — --- I � �! ; ��-�, i i 11 j C 1 14
<br /> �r r• � � � �
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<br /> COIUMN �� f 5 1/4x11 7/8 2.OE PSL I G L 6 3/4x 2 4 � �� !�E G L 6� . 4x 2 1 �
<br /> STUD WALL �� � � �� �i � �
<br /> � i� � J � 14 2 C 14 Q � F �----:�� � �J �� � '
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<br /> � � ���5��' � � �� 9 j �,,�» � � � �
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<br /> u �J� i 3 X
<br /> � � � � � — 10 ( � ; �
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<br /> � SEE SHEEf S210 FOR ROOF � Y
<br /> � FRAMING AT EL.EVAiOR
<br /> FRAMING PLAN
<br /> SCALE. 1/4"=1'-�4" '
<br /> �
<br /> � �
<br /> �
<br /> ISSUEQ FOR PERMf
<br /> �
<br /> 0
<br /> � .
<br /> � REFER�NCE DRAWi1VGS R�V[SIQM1lS F2EVISlOM1tS SCA�E: AS NQTED STRUCTURAL
<br /> m DRAWING NO TlTLE R�V �ATE BY DE5Cf21PTtON REV DATE 8Y DESCRIPTiON �g��� Iy' ORqWN: STS �
<br /> � kl �.� SECOND FL4�R FRAMING PLAN
<br /> 0 10(23117 HG iSSUED FOR PERMiT � `�G'�`�+ ENGiNEER: AMW
<br /> � � 1 11117l17 HG 1SS�1ED FOR PERMIT � ox�
<br /> <- CHECKED: SMD
<br /> � � . , ., . , . . .: .�, �� 53436 c�j'�'' �ROJ MGR: LCC ' ` ' ACCESS LASER - TENANT IMPR4VEMENT
<br /> w ° ���isTEg���' Our difference
<br /> ¢ ��Sj�NAL ��1 �,j(� APPROVED:LCC �s engineered. �'ROJECI' �t0: SHEET N0: REV:
<br /> Q �� � oaT�: 10123/17 www.harrisgroup.com V�l �2�5.0� ���V � ,
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