Laserfiche WebLink
FREIHEIT <br /> ARCHITECTURE <br /> 1 <br /> Aghts eserved.No part of this document may be <br /> reproduced,in any form"by any means,without <br /> U / permission in venting from Shutter Consulting Engineers,Inc. <br /> �—� SHUTLER <br /> A B C J 'il K CONSULTING <br /> 2'-10" 10'-O" 10'-0" 15'-O" 7'-6" 20'-5y2" 15'-6" 20'-2N2" 1 35'-4" 6'-0" __� ENGINEERS Inc. <br /> 2'-10" 12503 Bel-Red Road,Suite 100 <br /> r <br /> I Bellevue,Washington 98005 <br /> (425)4504075 FAX:(425)450-4076 <br /> I 1 <br /> I �I <br /> I 1 <br /> ,ZO o F <br /> I �QO 6 p <br /> 3 3 �1 �1 <br /> ————————— ——————— —————————4r w <br /> u� A-1.1 ° CONT. (E)1,_6.. Z) 0 Q <br /> j- jF <br /> ---- I � COLT w` � ° 55 �55 �° �° 5 a ` `� ZZUj <br /> z oL J(E)F2.0 L J(E)F2.0 ——— — J (E)F3.0 w (E)F3. (E)F3.0 Z ————- O LLJ-------- <br /> ��--- -141I I 3a I IL�JLJ `,o LJ(E)F3.o s � Z O" 10._O.. 24'-23/a"S�+co (E)1-6 _ LU- Z J � CONT. r O <br /> —E <br /> N1 6x1' 0" o L1 ------- `1 FTG. (E)1'-6" W <br /> ( ) _ •• (N)1'_6•�, 11 (E)4"CONCRETE SLAB ——————— 12' 0" 12' 0" 3'-4" 12' 6" CONT. �I O w <br /> CONT. FTG. 'r CONT. I7.1` y+y" y� y� y+c�° `l�° 3,_4• 0 2,_6„ FTG. m � T w <br /> FTG. 111 `�5s `, ` `�,�y5 ���h+ 11 z <br /> LLB = 00 <br /> ----J — A-----�J — ---- —�--" ---�J z J (� W <br /> r-- ------------ --- ---------- ----- ------- v ° <br /> I <br /> C-1.1 (N)F3.0 F- (N)F3.0 F- (N)F3.0 —————— — — ——————— --------- ---- \� <br /> 3 - - - - - - G_1. - - - LJ - LJ - - - -ii -- - - - - - - �— --� <br /> ---- — — — ---- — <br /> (N)2x6 0 �OZ�'+O• J 1.1 E-1.1 QOS� L q OP1.P 1 yy+ee+�" K 1.1 o z O�+e�° o o <br /> 24"o.c. <br /> �j NEW 4" CONCRETE SLAB v �10 - <br /> 1 17-0�� 10'-0" 17-0" 16'-2" 15'-4" 15'-4" 14'-2" ` 11'-0" _ _ _ _ _ <br /> o w/6x6-W1.4/W1.4 WWM, 2'-0" 2'-0" <br /> y <br /> ON 4" GRANULAR BASE - -�I O 1 <br /> ON SUBGRADE PREPARED \' CONT.ONT. FTG. <br /> PER SOILS REPORT, <br /> 5 <br /> o FC it �NEW4" CONCRETE SLAB w/6x6—W1.4/W1.4 ?1�+ <br /> 1 WWM, ON 4" GRANULAR BASE ON SUBGRADE <br /> PREPARED PER SOILS REPORT. B-1.1 n <br /> ° 3 B-1.2 - n <br /> 4 A-1.z o Digitally <br /> H-1.1 P-1.1NCAp signed by John <br /> 24'n c. Headland <br /> o` �o` a° `�� ° • + k —I 6.0 i o Date: <br /> °• /--I <br /> e +5 55 II n •o ,t , a``W 2022.09.09 <br /> 5a+�5 A-1.z spx�l cry 10:55:37 <br /> 4 ---- - -- - ------- J ` 11 0 -07'00' <br /> I r---- 1 --- 3 11 -I <br /> ———————— <br /> A-1.1 \ <br /> ----------------- ---- ------------ <br /> FA <br /> o ztj D-1.1 u 4 C-1.1 m REVISION LIST <br /> 75%DO SET 2-284 22 <br /> PERMIT SET 3-31-2022 <br /> ® BI REVISION 0 9-14-2022 <br /> I I I I I I <br /> 5'-10" 10'-0" 15'-9" 15'-6" 15'-6" 15'-0" 15'-6" 15'-6" 12'-3" 15'-0" 19'-8" <br /> 2'-10" <br /> 31'-6" 120'-0"f <br /> 4EXISTING FOUNDATION PLAN <br /> SCALE:Ye"=1'-0" <br /> NOTES: 1) VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. NOTIFY <br /> ARCHITECT AND ENGINEER OF DIFFERENCES. <br /> 2) TOP OF EXISTING SLAB IS REFERENCE DATUM 0'-0" . <br /> n <br /> 4 3) ELEVATIONS SHOWN THUS: ( '- ") INDICATE TOP OF FOOTING <br /> BELOW REFERENCE DATUM. M <br /> z EXISTING FOUNDATION PLAN <br /> m <br /> 0 <br /> S `•O 40FI <br /> x3 <br />