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.9 1 1.5 2 2e5 3 3.� 4,00 4.5 5.00 5.5 6.00 6.5 7.00 7.5 �.d0 �05 9.A0 9,5 10.00 <br />1 ) <br />M <br />COMPOSITE SLAB <br />SCALE: 1" ®40'-0" <br />This item has been electronically signed and sealed by <br />(Brian L. Sayre, S0) using a digital signature and date. <br />printed copies of this document are not considered signed <br />and sealed and the signature must be verilied on any <br />electronic conies. <br />RM <br />DFW% <br />WAS 0 <br />ACCEPTABILITY° <br />KKO <br />�! 1,/ <br />HE <br />*� � <br />THIS DESIGN AND/OR <br />BLS <br />0 <br />SPECIFICATION IS APPROVED <br />0 M <br />Z <br />— <br />APPROVED BY DEPT. DATE <br />ENGI <br />JMP <br />09-06- 02 <br />CHE( <br />20 9011 <br />I"U[?AL <br />E <br />��� <br />APPF <br />EXPIRES 01-24-2024 <br />10.5 11.00 11° <br />GENERAL NOTES <br />FOUNDATIONGENERAL NOTES AND STATEMENT OF INSPECTIONS- <br />2. SEE SHEET S451b FOR ENLARGED POSITION <br />0 20' 40' <br />SO' 120' <br />SCALE: 1" ® 40'-0" <br />B DG 40-022 <br />0.9 1 <br />11 11' <br />2 3 4 <br />5 7 8 9 10 <br />F <br />P <br />G <br />G <br />� / / <br />7, Fi <br />77777 <br />/ �, j �/ <br />/ "/ f%% <br />/! <br />' <br />%% / i <br />/ <br />/' <br />73 <br />74 ` ` <br />;71 <br />i76'-/"' <br />0.9 1 2 3 4 <br />I <br />5.. 5 7 a 9 10 <br />BLDG 40-024 <br />BUILDING -023 <br />KEY PLAN <br />III <br />I EVER, <br />R, <br />REVIEWED FOR uM ; f <br />NTS <br />ERR <br />r_ <br />www. brph. coM ©2022 <br />Architects Enoineers, Inc® <br />19020 33rd Ave W, Suite #500 State of Washington <br />Lynnwood, Washington, 93036 Certificate of Authorization <br />Lynnw 1 Architecture No. 603235512 <br />425=9Engineering No. 3137 <br />REVISION L DATE � <br />16123 09/01/22 <br />�a <br />1S3b 200 <br />c® <br />COUiP NO. � <br />WO 1512399-200 <br />40-023-13b <br />