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1 <br />1 <br />2 4.4 5 <br />4.81.1 43 <br />AA <br />A.2 A.4 <br />B <br />C <br />DD <br />EE <br />4" CONC SLAB-ON-GRADE REINF W/ <br />3.0# MACRO FIBER / CU YARD CONC <br />TOP OF SLAB EL = 100'-0" <br />(SEE ARCH FOR FLOOR SLOPES <br />FINISHES & DEPRESSIONS REQD) <br />11' - 4"21' - 0"9' - 4"21' - 0"12' - 8" <br />75' - 4"42' - 0"33' - 6"11"12' - 5"26' - 8"2' - 0"6"70' - 8" <br />2' - 8"27' - 10"13' - 0"27' - 2"42' - 0"33' - 6"22' - 0"16' - 0"4' - 0"1' - 2" WALL <br />1' - 2" WALL <br />1' - 2" WALL <br />1' - 2" WALL1' - 2"1' - 2" WALL1' - 2" WALL1' - 2" WALL1' - 2" WALL <br />1' - 2" WALL <br />C.9C.9 <br />9 <br />S004 <br />8"6" <br />1 <br />S300 <br />9 <br />S004 <br />1 <br />S300 <br />6"8" <br />F4-0 F4-0 <br />F4-0 F4-0 <br />WF2-2 WF2-2WF2-2WF2-2 <br />WF2-2WF2-2 <br />WF2-2WF2-2WF2-2 <br />6"8"8"6"1' - 2" WALL1 <br />S300 <br />1 <br />S300 <br />WF2-2 <br />CP1 CP1 <br />CP2 CP2 <br />SC2 SC2 <br />SC1 SC1 <br />TFE = 95' - 0"TFE = 95' - 0" <br />TPE = 99' - 4"TPE = 99' - 4" <br />1 <br />S3008"6"TFE = 96' - 0"TFE = 96' - 0"TFE = 96' - 0" <br />TPE = 99' - 4"TPE = 99' - 4" <br />TFE = 96' - 0" <br />TFE = 96' - 0" <br />TFE = 96' - 0" <br />TFE = 96' - 0" <br />TFE = 96' - 0" <br />1 <br />S300 <br />1 <br />S3008"6"1' - 2" WALLWF2-2 <br />2 <br />S300 <br />2 <br />S300 <br />1 <br />S300 <br />8"6" <br />8"6" <br />1 <br />S300 <br />1 <br />S300 <br />1 <br />S300 <br />8"6"TFE = 96' - 0"8"6"1' - 2" WALLTFE = 96' - 0"1' - 2" WALL1' - 2" WALL <br />6"8"8"6"TFE = 96' - 0" <br />3 <br />S300 <br />3 <br />S300 <br />TFE = 96' - 0"8"6"8"6"AA <br />3.3 3.7 <br />SC1 SC1 <br />CP3 CP3 <br />F4-0 F4-0 <br />TPE = 99' - 4"TPE = 99' - 4" <br /> A. General <br /> 1. See Cover Sheet for structural sheet index defining sheet <br /> name, sheet number and issue status. <br /> 2. See Cover Sheet for Structural Abbreviations, Typical Marks <br /> & Symbols and Plan Legends. <br /> 3. Review General Structural Notes and typical details in <br /> conjunction with applicable plans. See sheet index on <br /> Cover Sheet. <br /> 4. Coordinate stoop sizes and locations with Architectural and <br /> Civil. See typical details for stoop construction. <br /> 5. If present, coordinate the sizes and locations of tunnels, <br /> electrical cells, pits, pipes, floor drains, trenches and floor <br /> recesses with Architectural, Structural, Mechanical, Civil, and <br /> Electrical drawings. <br /> 6. Frost protection is required for all foundations if winter <br /> conditions are present. <br /> 7. STRUCTURE EXPOSED TO WEATHER: <br /> All structural steel and embed plates exposed to weather or <br /> located in parking area floors or ceiling below parking areas <br /> shall be hot-dip galvanized unless noted otherwise. Locations <br /> where the floor above is fully protected from the elements <br /> cold galvanizing of steel elements may be substituted for <br /> hot dip galvanizing. <br /> Field welds to be touched up with 2 coats of zinc rich paint. <br /> B. Footings <br /> 1. "F#" denotes footing mark. See schedule for size and <br /> reinforcement. <br /> <br /> "WF#" denotes wall footing mark See schedule for size and <br /> reinforcement. <br /> 2. Top of footing elevation (TFE) is shown on plan. See typical <br /> detail sheets for stepped footing detail. <br /> 3. Locations of footing steps on plan are approximate. <br /> Contractor shall verify all step locations with Civil grade <br /> elevations to maintain minimum frost depths and all <br /> Mechanical, Electrical and Plumbing pipe elevations prior to <br /> pouring footings. Coordinate footing step locations with <br /> precaster if applicable. See typical detail sheets for pipes <br /> perpendicular and parallel to footing. <br /> 4. All footings shall be centered below walls, columns and <br /> piers unless dimensioned otherwise. <br /> 5. Provide dowels to walls, columns and piers above. Hooked <br /> dowels shall be tied to footing reinforcement prior to pouring <br /> concrete. <br /> C. Concrete Piers <br /> 1. "CP#" denotes concrete pier mark. See pier schedule for <br /> size and reinforcement. <br /> 2. Top of pier elevation (TPE =) is shown on plan. <br /> 3. All concrete piers shall be centered on grid intersections <br /> unless dimensioned otherwise on plan. <br /> D. Slab On Grade <br /> 1. Top of slab elevation (TOSL =) is shown on plan. <br /> 2. See Architectural drawings for depressions, slab slopes, <br /> finishes and drains. <br /> 3. Concrete slab thickness shall be as noted on plan. See <br /> Architectural drawings for vapor barrier requirements and <br /> geotechnical report for slab sub-base thickness and material <br /> specification. <br /> 4. Unless noted otherwise, reinforce slab with 3.0 pounds of <br /> macro fiber per cubic yard of concrete. Coordinate finishing <br /> requirements with owner. Contractor may substitute <br /> 6 x 6 - W1.4 x W1.4 WWF chaired in place 1" below top of slab <br /> in lieu of macro fiber. <br /> 5. Provide control joints(CJ) and construction joints (CONST JT) <br /> in slab. See typical foundation details. <br /> 6. Concrete Contractor shall submit location of slab control <br /> joints (CJ) and construction joints (CONST JT) for review <br /> three weeks minimum prior to slab pour. <br /> E. Steel Columns <br /> 1. "SC#" denotes steel column mark. See column schedule for <br /> size, base plate and anchor bolt information. <br /> 2. All steel columns shall be centered on grid intersections <br /> unless dimensioned otherwise on plan. <br /> 3. Steel columns, base plates, and anchor bolts below grade <br /> exposed to soil shall be coated with two heavy coats of <br /> bitumastic paint. <br /> F. Concrete Walls <br /> 1. See wall schedule for reinforcement. Provide additional <br /> reinforcement per typical details. <br /> 2. See typical details for concrete wall construction joint <br /> spacing requirements. <br /> 3. See shear wall elevation sheets and details for reinforcement <br /> required. <br /> 4. Coordinate all exterior wall finish ledge elevations for brick, <br /> stone, etc. with architectural drawings. <br />FOUNDATION PLAN SHEET NOTES <br />0'2"4"8"0'4"8"16"0'1'2'4'0'8"16"32"0'16"32"64"0'2'4'8'0'4'8'16'0'8'16'32'DATE: <br />DRAWN BY: <br />JOB NO: <br />PM:1/16" = 1'-0"1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1 1/2" = 1'-0"3" = 1'-0"3/8" = 1'-0"21 43 65 <br />21 43 65 <br />E <br />A <br />B <br />C <br />D <br />E <br />A <br />B <br />C <br />D <br />I HEREBY CERTIFY THAT THIS <br />PLAN, SPECIFICATION, OR REPORT <br />WAS PREPARED BY ME OR UNDER <br />MY DIRECT SUPERVISION AND THAT <br />I AM A DULY LICENSED STRUCTURAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />REG. NO. <br />DATE ISSUED <br />SIGNATURE <br />PRINTED NAME <br />9/24/2021 8:16:34 AMBIM 360://21-068 RCU St. Paul/2021-211_S20_RCU_Rice_Street_thuttonEBX79.rvtST. PAUL OFFICEROYAL CREDIT UNION2640 RICE STREET, LITTLE CANADA, MN 5511309.24.2021 <br />S100 SET TYPE -PERMIT 09.24.21CAB <br />2021-211 <br />RTJ <br />FOUNDATION PLAN <br />Terrance D. Nuesse, PE <br />41626 <br />09.24.2021 <br />1/8" = 1'-0"S100 <br />1 FOUNDATION PLAN MARKDATEDESCRIPTION