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FOUNDATION LNOTES <br />A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND <br />SCHEDULES. <br />B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL <br />NOTES AND DETAIL 3/55.01 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND <br />APPROVAL. <br />C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL 2/55.01. <br />D REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. <br />E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCHITECT. <br />F REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS, <br />G REFERENCE MECHANICAL / PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS <br />AND OTHER PENETRATIONS. <br />H WALLS SHALL REACH DESIGN STRENGTH PRIOR TO BACK FILLING WALLS. <br />I FOR SLAB ON GRADE ,ELEVATION STEPS REFERENCE DETAIL 4/55.01 <br />J PROVIDE CORNER REBAR IN CONCRETE WALLS AS SHOWN BY DETAILS 15/55.01 AND <br />16/55,01 <br />K CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD IF THE <br />EXISTING CONDITIONS DIFFER FROM THE DESIGN DOCUMENTS <br />L, CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD OF ANY <br />AND ALL EXISTING STRUCTURAL MEMBERS ARE DAMAGED, ROTTED OR IN <br />DETERIORATED STATE. <br />M WHERE EXISTING SLAB IS DEMOED POUR BACK NEW SLAB TO MATCH EXIST SLAB <br />DEPTH REF DETAIL 19/55.0? <br />N WHERE EXISTING CONCRETE TILT PANELS ARE TO BE INFILLED REFERENCE DETAIL <br />25/55.02 <br />O REFERENCE DETAIL 14/56.12 FOR NON -BEARING PARTITION WALL ANCHORAGE TO <br />CONCRETE SLAB ON GRADE. <br />FOOTING SCHEDULE <br />TYRE <br />SIZE <br />REINFORCING <br />NOTES <br />1 <br />V-6" WIDE x 12" DEEP <br />LONG: (3) #4 EQ SPACED - BOT <br />x CONT <br />TRANSV: #4 AT 12" OC - BOT <br />2 <br />V-6" WIDE x 12" DEEP <br />LONG: (3) #4 EQ SPACED- BOT <br />EPDXY TRANSV BARS TO <br />x CONT <br />TRANSV: #4 AT 16" OC - BOT <br />(E) FTG W/ 4" EMBED <br />3 <br />2' 6" x 5-0" x 12" <br />LONG: (4) #5 EQ SPACED - BOT <br />TRANSV: (7) #5 EQ SPACED - BOT <br />4 <br />4'-0" x 4' 0" x 12" <br />(5) #5 EACH WAY - EQ. SPACED - BOT <br />5 <br />8'-6" x 7'-0" x 18" <br />(9) #6 EACH WAY - EQ. SPACED= BOT <br />EPDXY TRANSV BARS TO <br />(E) FTG W16" EMBED <br />6 <br />5'-0"x5'-0"x18" <br />(7) #6 EACH WAY - EQ SPACED <br />AT TOP & BOT <br />7 <br />3'-0"x5'-0"x18", <br />LONG: (4) #6 EQ SPACED - TOP & BOT <br />EPDXY TRANSV BADS TO <br />TRANSV: (7) #6 EQ SPACED -- TOP & BOT <br />(E) FTG W/ 6" EMBED <br />8 <br />2'-0"x2'-0"x12" <br />(3) #4 EACH WAY - EQ SPACED - BOT <br />9 <br />6' 6" x 8'-0" >c 18" <br />(8) #6 EACH WAY - EQ. SPACED - BOT <br />EPDXY TRANSV BARS TO <br />(E) FTG W/ 6" EMBED <br />T-6" WIDE x 16" DEEP <br />LONG: (5) #6 EQ SPACED - TOP & BOT <br />11 <br />x CONT <br />TRANSV: #6 AT 12" OC - TOP & BOT <br />5'-0" WIDE x 20" DEEP <br />LONG: (7) #6 EQ SPACED - TOP & BOT <br />12 <br />x CONT <br />TRANSV: 96 AT 12" OC - TOP & BOT <br />6'-0" WIDE x 24" DEEP <br />LONG: (8) #7 EQ SPACED - T&B <br />13 <br />x CONT <br />TRANSV. 97 AT 12" OC - TOP & BOT <br />LONG. (19) #7 EQ SPACED - TOP <br />SEE PLAN FOR FTG <br />14 <br />9'-0" WIDE x L x 28"' <br />(27} #8 EQ SPACED BOT <br />LENGTH, ALL REBAR <br />DEEP <br />SHALL HAVE 90 HOOKS AT <br />TRANSV: #6 AT 15" OC - TOP & BOT <br />FOOTING EDGES <br />15 <br />65-6"x6-6"x24" <br />(8) #6 EACH WAY - EQ SPACED <br />AT TOP & BOT <br />16 <br />30" X 30" x 6'-0" DEEP <br />(8) #6 VERTS <br />POLE FOOTING <br />#4 HOOPS AT 8" OC <br />REF 30/55.03 <br />111!- 1 tJ: <br />1. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS NOTED OTHERWISE <br />KEYNOTE LEGEND <br />30 CONTRACTOR SHALL PROVIDE SHORING FOR (E) FOOTING AND COLUMN. <br />SHORING DESIGN MUST BE PERFORMED BY A LICENSED ENGINEER WITH <br />EXPERTISE IN SHORING DESIGN. <br />O a t } ?' <br />i ` 0 KEY PLAN B <br />0' 4' 8' 16' <br />"%memm§9 <br />1 8" e it -Owl <br />Otak Architects, Inc. <br />808 SW Third Avenue, Ste 800 <br />Portland, OR 97204 <br />503.287.6825 <br />www.otak.com <br />R <br />ft <br />t__2 <br />RE L I <br />EN61NEER: <br />17700 SW Upper Bacnes Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office: (503) 624-7005 <br />Portland, OR. ( Bend, OR. ( Denver, CO. <br />froelich-engineers.com I FE# 19-T172 <br />CONSULTANT <br />0 <br />0 <br />Uj <br />Oct <br />0 <br />< <br />0 <br />z < <br />co <br />TITLE <br /># DATE <br />DESCRII <br />A 4/17/2020 <br />PLAN RE\ <br />B 5/20/2020 <br />PERMIT F <br />C 5/20/2020 <br />PLAN RE\ <br />E 7/29/2020 <br />PERMIT F <br />'TION <br />'ISIONS <br />EVIEW 1 <br />'ISIONS <br />EVIEW 2 <br />REVISIONS <br />RRR KN/G H <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />S2,,01 <br />0 2020 OTAiK, INC. <br />If this drawing is not 24"x 36", it has been <br />reduced/enlarged. Scale accordingly. <br />