Laserfiche WebLink
• 31rlk architecture I design <br /> COL. COL. COL. COL. <br /> 81/2" 81/2' 161/2' 81/2" COLUMN AND BASE PLATE- 1'-41l2' 81/2" <br /> BY OTHERS <br /> MASONRY WALL- COLUMN AND BASE PLATE- 265 Winslow Way East <br /> / (4)3/4'DIA A36 ANCHOR <br /> SEE DETAIL 8/52.1 BY OTHERSCOLUMN AND BASE PLATE- <br /> RODS W/8"MIN.EMBED we,. <br /> Suite 202D <br /> BY OTHERS <br /> • 1::I _ 1 <br /> O I O tar o 100'0" Bainbridge Island <br /> ANCHOR BOLTS-SEE kk (4)3/4"DO\.A36 ANCHOR <br /> DETAILS 2.3,4,5/S2.1 COL. - - I - - RODS W/8'MIN.EMBED / COL. - RODS W/8"MIN.EMBED ANCHOR Washington 98110 <br /> COLUMN AND BASE © I O — <br /> PLATE-BY OTHERS <br /> CONCRETE SLAB-SEE PLAN COL.ct telephone <br /> /NOTES FOR THICKNESS b I 0 206 842 1253 <br /> AND REINFORCING - • k <br /> Iy e-mail <br /> 5 `�I • CONCRETE FOUNDATION <br /> If —I 11 WALL-SEE PLAN AND Genk@3rkarchilecture.com <br /> CONCRETE FOUNDATION <br /> STRUCTURAL NOTES FOR WALL-SEE PLAN AND -- <br /> 'CONCRETE PIER-SEE SIZE AND REINFORCING STRUCTURAL NOTES FOR <br /> I I SIZE AND REINFORCING <br /> DETAILS 2,3,4,5IS2.1 • E !Ae <br /> i: n,, <br /> L._1 <br /> .. <br /> 8'CONCRETE FOUNDATION �,• ctwacrr2kS• I'�, WALL-SEE DETAIL BIS2.1 FOR 100'-0" - CONCRETE FOUNDATION WALL (10)#5 DOWELS <br /> (10)#5 DOWELS ,_L • REINFORCEMENT COL - '�� COL.LL #3 TIES AT 8"oc.W/(3)INTOP5"L. ;II .': #3 TIES AT B"o-c-W/(3)IN TOP 5" a ,'•1■" 33EU4� <br /> II <br /> • `�- #3 TIES AT B"o.c.W/(3)IN TOP S" � -sMzxt.xoz <br /> COL CONSULTANTS: <br /> (10)#5 DOWELS <br /> ��� TYP.WALL REINFORCING- rl <br /> /,fSEE DETAIL 8IS2.1 )`°, <br /> CONCRETE FOOTING-SEE / TYP.WALL REINFORCING- <br /> TYP.WALL REINFORCING- SEE DETAIL 8/52.1 <br /> PLAN AND SCHEDULE FOR SEE DETAIL BIS2.1 <br /> SIZE AND REINFORCING ENGINEERS <br /> DETAIL 1 DETAIL 2PM DETAIL1111 <br /> 4 ``/}y <br /> SCALE:NONE S21 1 SCALE:NONE COL, S2.1 SCALE:NONE S2.1 <br /> COL. <br /> `� DETAIL 23 11111 <br /> COLUMN AND BASE SCALE:NONE S2.1 <br /> 81/2" Y 81/2" 4, PLATE-BY OTHERS CO <br /> 'I ANCHOR BOLTS-SEE <br /> CONCRETE SLAB-SEE PLAN DETAILS 2,3,4,S/S2.1 ��MI <br /> COLUMN AND BASE PLATE- /NOTES FOR THICKNESS U TRENCHPHDDRAIN OR SUMP PR 8'MASONRY WALL•REINF. <br /> 8Y OTHERS AND REINFORCING <br /> TRENCH OR SUMP re Rain11111 WI#5 VERT.@ 32'o.c. <br /> PIT GRATING-SEE CONCRETE SLAB-SEE PLAN/ DOWEL TO MATCH (2)#4 HORIZ.@ 24"o.c. <br /> 100'-0' == ARCH w (FULLY GROUTED) <br /> a m NOTES FOR THICKNESS AND VERTICAL WALLZo <br /> il <br /> (4)3/4"DIA.A36 ANCHOR iw® I REINFORCING REINFORCING <br /> ✓ COLc N\- RODS W/8"MIN.EMBED - - - ®� 8'MIN. SEE ARCH <br /> M - i�11 E1 - - - ���� CONCRETE SLAB-SEE PLAN/ <br /> Fa i <br /> '1= ire'=11-1-III- �i1�I NOTES FOR THICKNESS AND <br /> o CONCRETE PIER-SEE 7 III- 1111%1M 111‘ SEE ARCH FOR REVEAL REINFORCING <br /> DETAILS 2,3,4,5/52.1 1� WHERE REO'D <br /> -11 P' <br /> Ak- <br /> 14 ■milp` <br /> -- - #4 BARS _ 181P"- _ <br /> CONCRETE SLAB I' - "IIIT-IF71=II-IIEIIE311 III <br /> I ®® U-BARS-MATCH SIZE 6„ -II IE z Q <br /> 1 AND SPACING OF SLAB <br /> • (10)#5 DOWELS _ _lI S® - REINFORCING WALL CONCRETE <br /> E NFORCED�ON I 1 I 0 O <br /> a#s HORRz.@ 12 o.c. CAt' <br /> _iii <br /> CONCRETE FOOTING- 1..� <br /> CC NI <br /> COL. •.} 'al L.L• SEE PLAN AND SCHEDULE z <br /> DETAIL 7 FOR SIZE AND REINFORCING <br /> L oo <br /> ON <br /> SCALE:NONE S21 HO <br /> #3 TIES AT B"o.c.Wl(3)IN TOP 5" . Q <br /> LLI <br /> CONCRETE FOOTING-SEE - <br /> IIIII I •' <br /> PLAN AND SCHEDULE FOR =l I W <br /> SIZE AND REINFORCING CCI Q <br /> a DETAIL 5 DETAIL 6 z = w <br /> ✓ SCALE:NONE S2.1 SCALE:NONE S2.1 TYP. MASONRY ON CONCRETE <br /> FOUNDATIONc. <br /> oNE S2.1 WALL DETAIL 8 n w <br /> 01 DETAILS <br /> 5 <br /> S <br /> SCALE: <br /> a3 CONSTRUCTION SET <br /> ISSUE DATE:6.1.21 <br /> REVISIONS: <br /> CITY OF EVERETT <br /> 71 <br /> y REVIEWED FOR PERMIT <br />, • i <br /> S2. 1 <br />