Laserfiche WebLink
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) <br /> � ; � ;�� ;-� �'�� � � � . <br /> tI I , � <br /> ` 4 ! `` � 'r - �__.------ � i ( <br /> ;.��i� � � M `�.� /---� -_."``---.__._---� ;' 9 ,- � _m--_ � <br /> '� _ � � „ � ____________-----�-_�_ ;z � : ; �-- y <br /> , <br /> �;� s g 56 } JO1ST��� -4 ?--------- s _.._.._k` _ ..�...__ _ ; N � <br /> � � 10 TJl 1 t��---`"' ,� i � , J <br /> '�� `I { �� �� r l < <� : ' I I i ' ' � <br /> j t ; � � � <br /> } E ; ; ;� ,•� � ; } £ � � <br /> • __ _.___ ` <br /> ; ._. � t� ..._.- . . : r - <br /> � � � .3 ................T_..,..__, E f.... � F t <br /> � r � S .-_- ° ' __ � � � � � � '`�� . --� ' ' , ` ` � `_�e�_: � <br /> � ___�___ � i � E � ���,.. , �r : ..�.�s � : i � a X : - <br /> i E C <br /> � f � l { � i ...�� E�i€ ,�'! 3 ; ; � E j ` � _ <br /> � <br /> 1� � 1 �- � � �, ;i 1 E � 9 r7 � I <br /> ?< � � 1 I S640 � `' � � :� ; � � � �- I � <br /> �j � ; �, � �...:i � � �;—� �� __�.�._.�.;'---___._.! S � ( � �—� �-� <br /> �_ ,: , , � <br /> �__. � � � <br /> � ', ; ' S�% 5' � SfiO4 � ; ��:.m—.�-��._�_: --�.__. __.� i--_____`_.�._�--... �� � � � � � <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• � � � � <br /> i ; <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 �� � ' <br /> , , �� � <br /> S�-~� (lYP1CAL) �j t � 13 � , 1 5�--''� (SIM1lAR) # � S~`-� <br /> ; � ' ` c --�", �--� I <br /> � i � i � <br /> � � ���5��' � � �� 9 j �,,�» � � � � <br /> # `��Ol �JI 11 7/8 (230} JOiSTS � � ` <br /> � � ,��` � � ` <br /> o � �,�1�� '� 9 . <br /> u �J� i 3 X <br /> � � � � � — 10 ( � ; � <br /> - � �€ � � 10 I 1 ( I I I ��! � <br /> . . � � � � <br /> o � � � $ s � � <br /> o �� <br /> N � � , <br /> o i �H1 (MI�ilMUM) <br /> z i� � � � t . � <br /> 0 <br /> c � �' <br /> ° �€ ssaa <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 � , <br /> ¢ <br /> � <br />