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, 31rlk architecture I design <br /> 265 Winslow Way East <br /> FOOTING&FOUNDATION NOTES• <br /> SuiteBainbridge 2020 <br /> Island <br /> • 1. SEE SHEET S0.1 FOR GENERAL STRUCTURAL NOTES. <br /> 2. ALL FOOTINGS SHALL BE PLACED ON SOIL WHICH HAS BEEN PREPARED FOR THE BEARING PRESSURE <br /> SHOWN IN THE STRUCTURAL NOTES. <br /> 3. VERIFY ALL DIMENSIONS WITH DRAWINGS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOUND. Washington 98110 <br /> 4. SOLID GROUT ALL MASONRY COURSES BELOW FINISHED FLOOR OR EXTERIOR GRADE(WHICHEVER IS <br /> HIGHER). <br /> 5. SEE SHEET SO.2 FOR FOOTING SCHEDULE. telephone <br /> 8. PROVIDE DOWELS IN FOOTINGS/FOUNDATIONS TO MATCH VERTICAL WALL REINFORCING U.N.O. <br /> 7. SEE SHEET 52.1 FOR TYPICAL FOOTING AND FOUNDATION DETAILS. <br /> 8. ALL EXTERIOR WALL FOOTINGS TO BEAR A MINIMUM DIMENSION BELOW EXTERIOR GRADE AS NOTED 206 842 1253 <br /> IN GENERAL STRUCTURAL NOTES. <br /> 9. FOUNDATION WALLS ARE DESIGNED AND DETAILED FOR THE COMPLETED CONDITION.CONTRACTOR <br /> IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION.BACKFILLED WALLS SHALL BE e-mail <br /> ADEQUATELY BRACED DURING CONSTRUCTION AND BACKFILLING TO PRODUCE PLUMB AND TRUE <br /> FINISHED WALLS. Gank@3rkarchitecture.com <br /> 10.ALL ANCHORS,HOLD-DOWNS.ANCHOR BOLTS.DOWELS,EMBEDDED ITEMS,ETC.SHALL BE HELD IN <br /> PLACE PRIOR TO AND DURING CONCRETE AND/OR GROUT PLACEMENT. <br /> 11.COORDINATE ALL FOOTING DEPTHS(INTERIOR AND EXTERIOR)WITH DRAINS.CONDUITS,ETC.THAT <br /> MAY INTERFERE WITH FOOTINGS. <br /> CONCRETE SLAB NOTES• 4 wAsa/4 <br /> Pk <br /> •• - F <br /> Qc '"i. <br /> 1. SLAB ON GRADE SHALL BE 6'THICK REINFORCED CONCRETE U.N.O.SEE PLAN FOR REINFORCING. "^ <br /> SLAB SHALL BE UNDERLAIN BY FREE DRAINING MATERIAL AS PRESCRIBED IN THE SOILS REPORT. <br /> 2. SEE SHEET S2.1 FOR CONTROL AND CONSTRUCTION JOINT INFORMATION. - a <br /> 39iLU.�qK <br /> OR�Rueo C' <br /> 5708;r3.•)'" <br /> �-J'A).4.vs; <br /> CONSULTANTS: <br /> ©1:11 3, <br /> ' Aia <br /> 98-IT <br /> S2.1 ` ENGINEERS <br /> 2 S2 <br /> S2.1 — <br /> �J.r"\ CO <br /> /1P 6'CONCRETE SLAB ON I7�: <br /> (/F3\) GRADE-REINF.W/43 BARS F3 -I - I <br /> 98' @ 18'o.c.EACH WAY <br /> N__, 1. V) <br /> iao i 8 <br /> S2., TYR. Q <br /> Io <br /> • <br /> ® Q <br /> Z CK a <br /> W � o <br /> z c0 <br /> ,> o 0, <br /> 1 � / wa <br /> � � <br /> 0 - _�rN- ---------" - CO = w <br /> E S f <br /> s Z <br /> a Lu <br /> 6 CO I= <br /> ® IS2.1 52.1 <br /> O <br /> W n w <br /> 97 <br /> FOOTING,FOUNDATION& <br /> ROOF FRAMING PLAN <br /> 2 <br /> t. <br /> FOOTING & FOUNDATION PLAN A SCALE: <br /> SCALE NONE CONSTRUCTION SET <br /> S1.1 <br /> ISSUE DATE:6.1.21 <br /> p CITY OF EVERE T T REVISIONS: <br /> • I REVIEWED FOR PERMIT <br /> a <br /> S1 . 1 <br />