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ANCHOR ROD <br />TACK WELD NUT <br />TO ROD <br />ANCHOR ROD <br />(SEE SCHED) <br />3/8 PL WASHER & NUT <br />BASE PL (SEE SCHED) <br />WASHER & <br />LEVELING NUT <br />TOP OF FTG, PILE <br />CAP OR PIER <br />SEE SCHEDEMBEDAS REQDPROJ & THREADGROUTNON-SHRINKEQ EQ <br />EQEQTYP <br />2"TYP2"STL COL <br />(SEE SCHED) <br />ANCHOR RODS <br />(SEE SCHED) <br />5/16 <br />4 - SIDES <br />BASE PL <br />(SEE SCHED) <br />#02000A <br />TYPE 1 <br />2 -SIDES IF REQD <br />(SEE COL SCHED COMMENTS) <br />2 -#4 X 3'-0" DIAG BARS <br />(TYP @ COL CORNERS) <br />1/2" BOND BREAKER <br />AROUND COL <br />TFE (SEE PLAN) <br />CONC FTG <br />(SEE PLAN / SCHED) <br />STL COL <br />(SEE PLAN / SCHED) <br />SOG (SEE PLAN) <br />CL OF COL & FTG <br />COLUMN WITHOUT PIER <br />NOTE: <br />1. USE THIS DETAIL WHEN THE SLAB ON GRADE IS <br />POURED AFTER COLUMNS CARRY THEIR FULL <br />DEAD LOAD OR IF VINYL OR CERAMIC TILE <br />FLOORING IS USED (SEE ARCH FOR FLOORING <br />MATERIAL) <br />2. ALL BELOW GRADE STEEL EXPOSED TO SOIL TO <br />BE COATED WITH 2 COATS OF BITUMASTIC PAINT <br />TFE (SEE PLAN) <br />CONC PIER <br />(SEE PLAN / SCHED) <br />ADDL TIES <br />(SEE PIER SCHED) <br />STL COL <br />(SEE PLAN / SCHED) <br />SOG (SEE PLAN) <br />CONC FTG <br />(SEE PLAN / SCHED) <br />CL OF COL & FTG <br />COLUMN WITH PIER <br />2 -#4 X 3'-0" DIAG BARS <br />(TYP @ COL CORNERS) <br />1/2" BOND BREAKER <br />AROUND COL <br />PLAN VIEW <br />COLUMN @ WALL <br />1/2" BOND BREAKER <br />AROUND COL <br />PLAN VIEW <br />@ COLUMN <br />GROUTNON-SHRINKSEE PLANSEE PLANGROUTNON-SHRINKTYP2"1/2" BOND BREAKER <br />AROUND COL <br />2 -#4 X 3'-0" <br />(4 -SIDES)TYP2"TYP2"TPE (SEE PLAN)TYP2"2 -#4 X 3'-0" <br />(2 -SIDES) <br />BOND BREAKER AROUND COLUMN <br />1/2"1/2" <br />CONTROL OR CONSTRUCTION <br />JOINT (SEE PLAN & NOTES) <br />WF OR HSS COL <br />(SEE PLAN / SCHED) <br />WALL <br />CONTROL OR CONSTRUCTION <br />JOINT (SEE PLAN & NOTES) <br />WF OR HSS COL <br />(SEE PLAN / SCHED) <br />V = BEAM SHEAR REACTION PER TABLE OR SHOWN ON PLAN <br />DOUBLE ANGLE (5/16" MIN) <br />OR <br />SINGLE PLATE (5/16" MIN) <br />OR <br />SINGLE ANGLE (3/8" MIN) <br />V <br />SHOP WELD PER AISC <br />AT FABRICATOR'S OPTION <br />STEEL SUPPORT <br />BEAM SIZE <br />W8, C8 <br />MINIMUM LRFD DESIGN SHEAR (V) KIPS <br />GIRDER <br />CONNECTION <br />30 <br />BEAM <br />CONNECTION <br />16 <br />NOTES: <br />1. SEE BEAM CONNECTION INFORMATION THIS SHEET FOR ADDITIONAL NOTES. <br />2. WHERE END REACTIONS ARE NOT SHOWN ON PLAN, FABRICATOR SHALL DESIGN <br /> CONNECTIONS FOR THE MINIMUM DESIGN SHEARS LISTED ABOVE. <br />3. MINIMUM CONNECTION LENGTH ( L ) SHALL BE ONE HALF THE "T" DIMENSION <br /> OF THE BEAM TO BE SUPPORTED. <br />4. CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH AISC 360 USING <br /> LRFD METHODS.LMAX <br />ECCENTRICITY = 3" <br />W10, C10 <br />W12, C12 <br />W14 <br />W16 <br />W18 <br />W21 <br />W24 <br />W27 <br />W30 <br />W33 <br />W36 <br />W40 <br />W44 <br />33 20 <br />53 26 <br />60 36 <br />64 48 <br />105 48 <br />120 64 <br />125 64 <br />150 80 <br />185 95 <br />215 <br />110 <br />245 <br />125 <br />275 <br />140 <br />155 <br />185 <br />6R4S8S <br />SEE GSN SEE GSN SEE GSN <br />NOTES: <br />1. AT TOP OF PIER PROVIDE 3 -ADDITIONAL TIES AT 4" OC AROUND ANCHOR BOLTS UNO. <br />2. STANDARD HOOK ON VERTICAL REINFORCEMENT INTO FOOTING, DOWELS NOT REQUIRED UNO.#00600A <br />8C <br />SEE GSN <br />6" MIN <br />90 DEG HK <br />@ TIE ENDS0'2"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 8:16:29 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 />S005 SET TYPE -PERMIT 09.24.21CAB <br />2021-211 <br />RTJ <br />TYPICAL DETAILS/ <br />SCHEDULES <br />Terrance D. Nuesse, PE <br />41626 <br />09.24.2021 <br />STEEL COLUMN SCHEDULE <br />MARK SIZE <br />BASE PLATE <br />GROUT <br />ANCHORS <br />COMMENTSTHICKNESS WIDTH LENGTH TYPE QTY DIA EMBED <br />SC1 HSS5 X 5 X 5/16 3/4" 1' - 0" 1' - 0" 1 1 1/2" 4 3/4" 8" <br />SC2 HSS6 X 6 X 1/2 3/4" 1' - 1" 1' - 1" 1 1 1/2" 4 3/4" 10" <br />CONCRETE PIER SCHEDULE <br />MARK <br />SIZE REINFORCEMENT <br />TYPE COMMENTSWIDTH LENGTH VERTICAL TIES <br />CP1 1' - 6" 1' - 6" 4 - #8 #4 @ 12 4S <br />CP2 2' - 0" 2' - 0" 8 - #8 #4 @ 12 8S <br />CP3 2' - 0" 2' - 4" 6 - #8 #4 @ 12 6R <br />COLUMN FOOTING SCHEDULE <br />MARK <br />SIZE <br />REINFORCEMENT COMMENTSLENGTH WIDTH THICKNESS <br />F4-0 4' - 0" 4' - 0" 1' - 0" 5 - #5 EW BOT <br />WALL FOOTING SCHEDULE <br />MARK <br />SIZE <br />REINFORCEMENT COMMENTSWIDTH THICKNESS <br />WF2-2 2' - 2" 1' - 0" 3 - #5 CONT <br />NO SCALES005 <br />5 STEEL COLUMN WITHOUT ISOLATION JOINT <br />NO SCALES005 <br />1 STEEL - WF SHEAR CONNECTION CRITERIA <br />MARKDATEDESCRIPTION