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NMI <br />! <br />W <br />Al A <br />1431 0" <br />20'-0„ <br />20' 0" <br />20'-0" <br />20'-0" <br />20'-0" <br />20'-0" 20'-0" <br />3'-0" <br />! <br />SIM I <br />i <br />(N) 8 3/4 x 9" GL COL <br />P-2� <br />i iI i <br />(E) 6'-0" SQ x 13" DEEP FTG ` - <br />TYP AT GRID G I <br />2A— <br />i � <br />(E)63/4"x7"GLCOL, <br />TYP AT GRID G I <br />DEEP FTG, TYP AT <br />GRIDS 2A & 3A <br />(E) 1'-4" x 12" DEEP <br />THICKENED SLAB FTG <br />PROVIDE 2" SPACE <br />BETWEEN (N) CONG WALL P-23 1 55.02 W <br />}� <br />AND (E) TILT PANEL ! <br />CONCRETE WALL W/ #5 AT 12" <br />i OG EA WAY AT CENTER OF WALL <br />EPDXY LONGITUDINAL REBAR <br />i 3" INTO (E) CONC FTG <br />(E) 5 1/2" CONCRETE <br />TILT -UP PANEL, TYP AT <br />GRID G. REF 2 / S3.01a. <br />_OUNDATION FLOOR PLAN -A <br />1 /®11 1 011 <br />! <br />2' 0" WALL FOOTING EXTENSION <br />N1b //REF DETAIL 26 / S5.03 <br />s ! <br />4'-6" <br />P-9 <br />m <br />(E) 2'-6" x 12" DEEP gONT FTG, <br />TYP ALL AROUND <br />FOUNDATION PLAN NOTES <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/S5.01 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND <br />APPROVAL. <br />C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL 2/S5.01. <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/S5.01 <br />J PROVIDE CORNER REBAR IN CONCRETE WALLS AS SHOWN BY DETAILS 15/S5.01 AND <br />16/S5.01 <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/S5.02 <br />N WHERE EXISTING CONCRETE TILT PANELS ARE TO BE INFILI ED REFERENCE DETAIL <br />--r-2� -5-� <br />O REFERENCE DETAIL 14/S6.12 FOR NON -BEARING PARTITION WALL ANCHORAGE TO <br />CONCRETE SLAB ON GRADE. <br />SCHEDULEFOOTING <br />TYPE <br />SIZE <br />REINFORCING <br />� NOTES <br />i <br />1 <br />1'-6" WIDE x 12" DEEP <br />LONG: (3) 94 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 Eta 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 />3'-6" x 7'-0" x 16" <br />(9) #6 EACH WAY - EQ, SPACED - BOT <br />EPDXY TRANSV BARS TO <br />(E) FTG W/ 6" EMBED <br />6 <br />5'-0"x5` 0"x13" <br />(7) #6 EACH WAY - EQ SPACED <br />AT TOP & BOT <br />7 <br />3'-0"x5'-0"x13" <br />LONG: (4) #6 EQ SPACED - TOP & BOT <br />EPDXY TRANSV BARS TO <br />TRANSV: (7) #6 EQ SPACED - TOP & BOT <br />(E) FTG W/ 6" EMBED <br />3 <br />2'-0"x2'-0"x12" <br />(3) #4 EACH WAY - EQ SPACED - BOT <br />9 <br />3'-6" x 3'-0" x 13" <br />(3) #6 EACH WAY - EQ. ?PACED - BOT <br />EPDXY TRANSV BARS TO <br />(E) FTG W/ 6" EMBED <br />3'-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: #6 AT 12" OC - TOP & BOT <br />6'-0" WIDE x 24" DEEP <br />LONG: (3) #7 EQ SPACED - T&B <br />13 <br />x CONT <br />TRANSV: #7 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 23" <br />(27) #3 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 />W-6"x6'-6"x24" <br />(3) #6 EACH WAY - EQ SPACED <br />AT TOP & BOT <br />A <br />16 <br />30" X 30" x 6'-0" DEEP <br />(3) #6 VERTS <br />POLE FOOTING <br />#4 HOOPS AT 3" OC <br />REF 30/S5.03 <br />NU I !=�;: J <br />1. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS NOTED OTHERWISE <br />FROELICH <br />E1-461 N EERE <br />17700 SW Upper Baenes Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office: (503) 624-7005 <br />Portland, OR. ! Bend, OR. ( Denver, CO. <br />1roelich-engineers.com 1 FE# 19-T172 <br />CONSULTANT <br />0 <br />0 <br />LLJ <br />0 <br />0 <br />z < <br />C'4W <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 />0 <br />LL <br />REVISIONS <br />Author Checker <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 a <br />Q 2020 OTAK, INC. <br />If#his drawing is not 24"x 36", it hasbeen <br />reduced/enlarged. Scale accordingly. <br />