Laserfiche WebLink
�E <br />all <br />COSTFOOTING <br />X -X <br />- <br />o ° <br />°o <br />_ _- <br />Oo OOo' 0 <br />P.T. 4x12 STAIR STRINGER <br />DING. <br />® <br />Oho 000 <br />COOo °CO <br />00°° 0°00 <br />10200 62nd Ave. South <br />Uff <br />TREADS 4 ATTACHMENT <br />Sure 300 <br />I <br />— PER ARCH'L <br />POST PEP, PLAN <br />PhonSeate, WA 98188 <br />66.8300 <br />Jill <br />24 <br />ELEVATOR PIT <br />VERIFY SIDE � <br />#4 x 24 <br />ARCH'L WALLS <br />1JC T Ena.�o <br />DEPTH W/ ARCH'L <br />@ 16 ®� <br />� - - - - - � <br />- <br />ZMAX ABE46 W/ Y�'� <br />PER PLAN WHERE <br />INTERIOR DESIGN <br />DRAWINGS <br />--- EXP. E3OLT <br />OCCURS <br />I I 1 1 I I <br />Greg L. Allkvine, AIA <br />Jeffrey Williams, A <br />#4 @ 12"00 <br />HORIZ. <br />® <br />A <br />ELEYAT®R MFR. <br />AS REOUIRE® T® <br />�-- I <br />------ <br />5LAD-ON-GRAVE <br />P.T. 2x PLATE <br />FACILITATE MLL <br />I--- -I <br />PER PLAN L---- - <br />FORMS <br />fl II <br />#4 L@ 10"0r, <br />LUNDEEN <br />x <br />VERT., CTRD. <br />0°0 0�00�0 °o o o° o°o <br />o o ° g000 c'0 ° oo oo <br />(EMBED �" INTO <br />0000 °OOo°o �000° c 00 <br />001 SECOND AVENUE -SUITE 900 <br />SEATTLE, WA 96104 <br />PIT SLAB) <br />- ® <br />@ 12"0� - — --- <br />P. 206/343=0460 <br />F: 206/343-5691 <br />- <br />n <br />_ s <br />/ <br />l2)#4 SOT, <br />A CONSULTING <br />STRUCTURAL AND CIVIL <br />NOTES: <br />�. <br />J O o <br />THICKENED SLAB 3601 <br />FOOTING SIDE AND 301 1 <br />ENGINEERING CORPORATION <br />1. PROVIDE MI5C. METALS AS <br />REOUIRED BY ELEVATOR MFR. <br />u <br />� 5 @ 12 0G <br />F.W. 3 <br />v EXTEND 1'-013EYOND 2 -0 <br />STRINGERS EA. END 4 <br />REINF. PER SCHEDULE 5 <br />STUD VIAILL PER PLAN <br />STUD Y�ALL PER PLAN <br />o SEE 20/53.02 <br />I <br />® 5EE 20/53.02 <br />SLAB-ON-G E <br />#4 C®NT. TOP <br />2" <br />STUD YIALL PER PLAN <br />3 <br />PER PLAN <br />� <br />®I <br />I I SHEATHING PER 20/56.06 <br />o <br />°o° 000 <br />0 0 ° O <br />#4 CONT° TOP <br />EXPANSION BOLTS SEE AT SHEAR �! S <br />0 o DO <br />Oo° ° <br />00 <br />0O0 ° <br />�p I g� �,I <br />S <br />EMBED O1�b9OWN IN <br />I R p,� p <br />5d�AB—ON—lam <br />j GENERAL STRUCTURAL NOTE 1 � <br />2' <br />FOOTINGS BELOW PER <br />PER PLAN <br />FOR INFO ON EXPANSION BOLT) <br />11/53.02 WHERE <br />SPACING SHALL BE PER GENERAL <br />#4 @ 12"00 HORN° <br />OCCURS PER TAN <br />® <br />STRUCTURAL NOTE 316 (SPACING 2x P.T. PLATE (3x E.T. PLATE <br />® <br />PER 20/56.06 AT SHEAR WALL5) AS REOD. PER 20/56.06 ) <br />SLAB -ON -GRADE <br />#4 12"00 HORN. <br />4" <br />'/2' EXPANSION JOINT <br />INSTALL PLATE WASHERS PER <br />#4 @ 12"00 PERT. <br />! PER PLAN <br />GENERAL STRUCTURAL NOTE 31B ! (2)#4 CONT. TOP 4 BOT. <br />#5 @ 12"06 TOP BOT. <br />II <br />@ 12"0(PERT. <br />°°#4 0 <br />o ° 0OD o � <br />o <br />o00 <br />(ALT. NOOKS) <br />� 5LAB-ON-GRADE <br />E <br />-- - -- - - -- - -- <br />(4)#5 -- <br />PER PLAN <br />- - <br />#4 @ 12"00 <br />e- <br />®_ <br />21=011 21 011 <br />FOR CALL -OUTS <br />® <br />_----__- _ <br />3/ <br />o (4)#4 CONT. <br />7 <br />11-0" <br />- <br />----- <br />-- �02 <br />1'-0` <br />8 <br />IN COMMON SEE 3008 <br />CONDITION AT RIGHTONT. 10 <br />- - <br />ail <br />21-011 <br />all <br />q11 TOP 4 BOT. <br />ON CBOT. <br />3IN6LE /- <br />STUD WALL PER PLAN SHEATHING PER 20/56.06 <br />ISSUE DATE: Issue Date <br />P.T. POST PER PLAN <br />AT SMEAR WALL5 <br />I <br />CONTINUE STEM WALK <br />I <br />ZMAX ABU TYPE POST <br />REINF. OF 20/55.02 <br />ANCHOR BOLTS PER <br />GENERAL STRUCTURAL <br />STRONG WALL <br />SASE YV/ %8'� THREADED ROD <br />NOTES (PEP. 20/56.06 O�RA� <br />PER N <br />IN EPDXY GROUTED HOLES <br />PAVING PER CIVIL <br />AT SHEAR WALLS) PER PLAN <br />(FINISH GRADE <br />WHERE OC( URS) <br />51 THREADED ROD PER <br />e l. varie's <br />STRONG WALL MFR. <br />° DO <br />FINISHED GRADE PER <br />0�00 ° °O <br />00�°o0°°O°°oo <br />o�OO <br />ILERT <br />0000 <br />CIVILmn <br />k <br />®II <br />II I <br />#4 @ 12"0(, HORN.--_ <br />T EMBEDMENT <br />FOOTING BEYOND FOOTING PER PLAN <br />WHERE OCCURS 0-- ---- ®---' SCHEDULE OF 20/55.01 <br />®; <br />#4 @ 15"00 VERT. - <br />(ALT. HOOKS) <br />FOR CALL -OUTS <br />FOR CALL -OUTS <br />FOR CALL -OUTS <br />PER <br />#4 EA. SIDE OF <br />�6�0 <br />PLAN <br />12 <br />3602 <br />IN COMMON SEE <br />DETAIL 20/53.02 13DETAIL <br />3013 <br />IN COMMON 5EE <br />20/53.02 14DETAIL <br />3607 <br />IN COMMON SEE <br />20/55.02 <br />15 <br />ANCHOR <br />LO <br />co <br />POST PEPS PLAN <br />STUD WALL PER PLAN <br />CIO CA LO <br />i <br />MASONRY VENEER <br />�I <br />i <br />i <br />PER ARCH L FURRING MLI_ PER ARCH'L <br />STUD <br />(WALL <br />2x P.T. PLATE <br />(3x P.T. PLATE AS REOD. <br />SHEATHING PER 20/56.06 <br />® 9 q <br />e (MIN 2X STUDS 16 ®0) <br />PERO 01 <br />PER 20/56.06) <br />AT SHEAR WALL5 <br />> 6 <br />TENSION ROD PER <br />%NSI®N ROD PER <br />w <br />HOLDOWN MFR. COUPLER BY <br />HOLDOWN MFR. COUPLER BY <br />ANCHOR DOLT5 PER <br />Y� EXP. JOINT <br />ANCHOR BOLTS PER <br />®>LO <br />HOEDOWN MFR. <br />HOLD®WN MFR. <br />C�SO LOST SASE GENERAL STRUCTURAL <br />GENERAL STRUCTURAL <br />a_ ® R <br />> <br />NOTES <br />NOTES (PER 20/56.06 <br />w <br />- - - ®I <br />_ <br />SLAB -ON- E <br />EXTERIOR WALKWAY <br />�� <br />#4 TIES @ 12 00 <br />W/ (2) TIES AT T ®P <br />SLAB -ON -GRADE <br />e AT SHEAR WALLS) <br />PROJECT S182046-03 <br />- _ _� oOO�o°O <br />° DV <br />�OO�o j j <br />PER PLAN <br />SLA��®NmG E <br />— #4 VOWELS @ 12"00 <br />PER PLAN <br />#4 CONT. TOP <br />�. <br />®' I <br />°CO <br />®'I I FOOTING BEYOND PER <br />� <br />' � <br />� TYP. ALL SIDES <br />� <br />I <br />DRAWN BY: JAT <br />® <br />� <br />II II <br />20/53.02 - CONTINUE <br />_ _ - _ <br />° <br />--- -- - - <br />FINISH GRADE PER CIVIL <br />CHECKED BY: CMP <br />-- - - <br />II <br />REINFORCEMENT THROUGH <br />0 <br />CM <br />OoOo°v°° °° o° <br />°o <br />°o° <br />o00�0 <br />o° <br />oo�°o°° °I <br />hi <br />® <br />FOOTING <br />° - - <br />--- <br />� <br />#4 @ 12"00 HORN. <br />FOOTING 4 REINF. <br />I I <br />® <br />FOUNDATIO DETAILS <br />® <br />PER 20/53.02 <br />� <br />FOOTING 4 REINF. I I <br />#4 VERT. @ 1b"00 <br />� <br />THREADED ROD 4 <br />PER PLAN I I <br />#4 @ 6&, EA. WAY, <br />(ALT. HOOKS) -- <br />4 <br />9 PER 10/56.06 <br />� <br />FOR CALL <br />FOR CALL <br />BOTTOM 11 <br />��� ARCH � � TYP. <br />S3w02 <br />FOR CALL -OUTS <br />-OUTS <br />-OUTS <br />< <br />z <br />3611 <br />IN COMMON SEE <br />DETAIL 20/53.02 16DETAIL <br />3 6 O <br />IN COMMON 5EE THREADED ROD 4 <br />20/53.02 <br />3 6 0 5 <br />IN COMMON SEE <br />DETAIL 20/53.0218 <br />3 016 <br />19 <br />(2)#4 CONT. SOT. o O <br />2 <br />PERMIT <br />It PER 10/56.0617 <br />91281100 <br />