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1 <br /> a" - � ,�:' � r.: <br /> . <br /> POST 4 FOOTING <br /> �_d_ 0000 -a�oo.: o PT. 4x12 STAIR STRINGER <br /> CA CA _ =1 11_ <br /> — =111 15200 52nd Ave. South <br /> a' r TREADS 4 ATTACHMENT Suite 300 <br /> ' J1 PER ARCH'L POST PER PLAN > , S 206A 98188 Seattle, <br /> 96 oo <br /> 1 \ ELEVATOR PIT 24 <br /> www.johnsonbraund.com <br /> VERIFY SIZE °" #4 x 24 ARCH <br /> WALL PER <br /> @ 16"©G ARCHITECTURE <br /> DEPTH w/ARCH L ZMAX ABE4b IN/ %� PER PLAN WHERE INTERIOR <br /> _ i DRAWIN&S EXP, BOLT OCCURS .- - _J,r_ Greg I .Allwine,AIA <br /> @ 12"®G D Jeffrey A.Williams,AIA <br /> HORIZ. �' ELEVATOR MFR, AS REQUIRED TO P.T. 2x PLATE <br /> �' o SLAB-ON-GRADE \ <br /> FACILITATE WALL PER PLAN 1 ' 3 <br /> FORMS <br /> n. _... PORTER <br /> LL LL_ JJ <br /> — �— <br /> l y <br /> � !#4 x _@ 10"®G I \ o �ct�O� °YERT , CTRD. d OO <br /> o OcPo00° 0. �0° <br /> ` o° _ �o° ° � ° oo�oc° o 801 SECOND AVENUE ENUE-SUITE900(EMBED 7" INTO -Ito r oO °OO�o <br /> II I II II °oOOo o SEAATTLE,WA 98104PIT SLAB) 1 ® 1=1 <br /> ,_ P: 206/343-0460#4 @ 12"®G <br /> ® 1= — F: 206/343-569! <br /> a (2)#4 BOT, A CONSULTING <br /> NOTES: 111 T�I��E�IED SLAB <br /> STRUCTURAL AND CIVIL <br /> 1iI lIr 111s 3200 ENGINEERING CORPORATION <br /> 1. PROVIDE MISC. METALS AS - v EXTEND 1-0 BEYOND601 FOOTING SIZE AND <br /> 011 <br /> REQUIRED BY ELEVATOR MFR. IT) #5 12"®G E.W. . STRINGERS EA. END 2-® <br /> REINF. PER SCHEDULELg <br /> E. <br /> STUD WALL PER PLAN 4 <br /> IS STUD MALL PER PLAN � ��� <br /> e SE 20/53.02 - SEE 20155,02 �� � ,$ <br /> SLAB-ON-GRADE #4 CONT. TOP �- :Y 3°� AL' � .2 /./ <br /> STUD WALL PER PLAN .� t � �� � :�, <br /> PER PLAN <br /> ©q/2511 <br /> _ oho o.. p°c oo�o °oo �i #4 CONT. TOP <br /> 00 �o 0o iL SLAB�ON�GRAP _ = ATE SHEAR wALRLS 0/Sb.Ob <br /> _ _ EXPANSION BOLTS (SEE <br /> 1 1 1111 �" �� - EMBED HOEDOWN IN PER PLAN E I=_ GENERAL STRUCTURAL NOTE lb <br /> I s FOOTING BELOW PER = FOR INFO ON EXPANSION BOLT) <br /> 11/55.02 INHERE i SPACING SHALL BE PER GENERAL <br /> #4 @ 12"®G, HORIZ. - 11 - OCCURS PER PLAN <br /> STRUCTURAL NOTE 515 (SPACING 2x P.T. PLATE (3x r.T• PLATE <br /> co <br /> SLAB-ON-GRAPE #4PER 20/56.06 AT SHEAR WALLS) AS READ. PER 20/Sb.Ob ) <br /> @ 12"oG HORIZ. 71 <br /> 4" 12' EXPANSION JOINT INSTALL PLATE HAS-IERS PER <br /> #4 @ 12"®G VERT. o PER PLAN GENERAL STRUCTURAL NOTE S1B (2)#4 CONT. TOP 4. SOT. <br /> a _ .»_ �_ o D D o 0 <br /> u �J o��g°o4�/oo° #4 @ 12"�G VERT. o 0,%..._o0 oo.,w__ _..�._. w._._ oo ° o°O°o oU�°� °�° ° ° <br /> #5 12 ®G TOP BOT. ooOQ�o��O °oo 0�°00 00 o�°Goo oo°oG j°O °pO °�°� °Ooo 00° <br /> } LHtm11 0 ° 0°00 m D o �0 Illoho�I1=11 °0°00 o°LO <br /> (ALT. H®OAS) 1=11= <br /> 0 A <br /> SLAB®N GRACE 1111 =II-III II-11=1 <br /> (4)#5 PER PLAN <br /> = <br /> f <br /> 3101FOR CALL-OUTS o 2-0 2' 0° <br /> - (4)#4 CONT. ` 3702 IN COMMON SEE 3008 <br /> 2'-0" 8" q" a TOP 60T. jr 1'-0" 5" a 11V0" \_(3)#4 CONT. B®T. CONDITION AT RIGHT• ti <br /> / ,iPOUBLE nALL., 5/N&LE l L I L0 . <br /> 1 <br /> Ix <br /> ISSUE DATE: Issue Date <br /> P.T. POST PER PLAN ›,- STUD MALL PER PLAN SHEATHING PER 20/56.06 <br /> AT SHEAR WALLS <br /> l <br /> CONTINUE STEM HALL <br /> ZMAX ABU TYPE POST REINF, OF 20/55.02 ANCHOR BOLTS PER o <br /> GENERAL STRUCTURAL <br /> SIMPSON• / STRONG WALL BASE IN/ %8"� THREADED ROD NOTES (PER 20/S6.Ob <br /> PER PLAN <br /> IN EPDXY GROUTED HOLES PAVING PER CIVIL AT SHEAR R 20 5) SLAB-ON-GRAPE <br /> (FINISH GRADE PER PLAN <br /> %' THREADED ROD PER w 1ERE OCCURS) <br /> STRONG HALL MER. 11 � H4 V el. varies <br /> oo°o C�O° _=I = °o°Oo ° Do0 -�1ffIItJ111 0-00o0 ° oo. <br /> _ o0a ' ° <br /> FINISHED GRADE PER II1i11 I1 111 I1 D 11 ± 111 111= 1 11F6°o °oo °oo ?o°°Oo° <br /> CIVIL I I I I=I I I <br /> 111, <br /> #4 12"GG HORIZ. _ D TI =Tl�`1 - 1 <br /> 1 EMBEDMENT FOOTING BEYOND FOOTING PER PLAN T - _ _ -I = <br /> INHERE OCCURS 1 I <br /> 8 -- ----0--- D SCHEDULE OF 20/53.01 = _ <br /> (ALT. HOO<S) r FOR CALL-OUTS FOR CALL-OUTS FOR CALL-OUTS <br /> 3630 3602 3013 <br /> PER PLAN , IN COMMON SEE IN COMMON SEE IN COMMON SEE 3°° F <br /> 1 �_ <br /> #4 EA. 51D� ®F DETAIL 20/55.02 r:4 <br /> ANCHOR k DETAIL 20/53.02 <br /> A.ti � °°� a1:.. DETAIL 20/55.02 <br /> 0 Po <br /> co <br /> CO <br /> o %' STUD MEL PER PLAN • I <br /> �I MASONRY VENEER -�� I - POST PER PLAN r 6 <br /> PER ARCH'L / 2x P.T. PLATE z co .. <br /> 0 < o® c <br /> (ATTACH TO STUD j FURRING HALL PER ARCH L (5x P.T. PLATE AS READ. °� ` • 00 <br /> , <br /> SHEATHING PER 20156,06 <br /> / - (MIN2XSTUDS@16 ®G) i © a. A .c < T <br /> TENSION ROD PER WALL PER 20/54.01 PER 20/56.06 ) AT SHEAR WALLS fit} - covi TENSION ROP PER / E 5 w - <br /> 04 <br /> �a <br /> HOLPOYYN MFR. COUPLER BY HOD®INN MFR. COUPLER BY ANCHOR BOLTS PER , <br /> [_ ` H®LPOWN MFR. - ®LPOwN MFR. CBSO POST BASE j /� EXP. JOINT ��" �, ® � <br /> ANCHOR BOLTS PER .y ® � <br /> GENERAL STRUCTURAL GENERAL STRUCTURAL I ® � <br /> / NOTES NOTES (PER 20156 <br /> ® _. SLAB�ON�GRA®E EXTERIOR wALK%VAY <br /> IA I 4 TIES @ 12 GG \ Ob <br /> ® SLAB-ON-GRAPE <br /> AT SWEAR WALLS) _ _ <br /> __ .� __._._ . ..._� SLAB-ON-GRAPE (2) TIES AT TO <br /> NE oOOc •ro 1-1I 111 0o0`'•° _11�1110 = PER PLAN \ I— / • PROJECT# S1>32045 03 <br /> ooao oo 111= = _°�I / / #4 DOWELS @ 12 ®G PER PLAN <br /> oo°o :111= _ <br /> 6 I I E 1 __-= ® _ _ =1_111= A FOOTING BEYOND PER _ 4 CONT, TOP <br /> - =u _ =11 ._.v.x___ -.. .4 •_.w-_ --. _.__ P. AL SID PER CIVIL DRAWN BY: JAT <br /> 20155.02 - CONTINUE �I <br /> ____. __ TY L S <br /> d <br /> REINFORCEMENTmiiiiii <br /> Tf-ROUGH o�°o� _ MIME' <br /> 91®1 CI�IfeCK�D SY <br /> ° ,°moo � o o <br /> FOOTING _oo_. °?r lu= _ 00°0�o�.�pcs , _ O3 c �oo� <br /> ® • _ Il�lll <br /> c°O o1►� <br /> �.. - III= irons a I T1=1 I . Ts.--) <br /> , . .. _III _ _ ez <br /> FOOTING REINF. - 4 12"®G HORIZ. ® <br /> II"- 1 -_-��;� - — u m t.»....._, III <br /> PER 20/55.02 ;� e a �. FOUNDATION DETAILS <br /> FOOTING REINF. cryAr in <br /> - ._.._..�_ — \ \ <br /> #4 VERT. @ 15"®G 1 0 K <br /> I <br /> THREAPEIO ROP PER PLAN 5"®G EA. WAY <br /> It PER 10/56.06 I D D <br /> - - - BOTTOM (ALT. HOO<S) <br /> III=111_111= 11_I l l <br /> FOR CALL-OUTS FOR CALL-OUTS � err=7r�.11-�ii1 n�� <br /> 3611 _ _.__ FOR CALL-OUTS = - = PER ARCH L 5 TYP. \ _ ` <br /> IN COMMON SEE - _ - ___ .i _.._ 010 <br /> IN COMMON SEE _ _HI_I�1_Ili_ _I 3600 3016 <br /> - = THREADED ROP 4 <br /> IN COMMON SEE <br /> (2)#4 CONT. BOT. 3010 0 ` <br /> DETAIL 20155.02 � DETAIL 20/55.02 ft PER 10/56.06z DETAIL 20/53.02 <br /> 1 <br /> IL LL <br /> 1 5 5 5 PERMIT 9/28/18 <br />