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WOOD FRAMING PLAN LEGEND <br />TYPICAL SYMBOLS <br />- FOR ADDL SYMBOLS SEE PLAN LEGENDS. <br />STEP FOOTING <br />NEW GRID <br />EXISTING GRID <br />MATCHLINE <br />WALL REINFORCEMENT <br />NORTH ARROW <br />SLAB RECESS <br />SLAB JOINT <br />ELEVATION <br />METAL DECK & <br />DECK SPAN <br />COMPOSITE SLAB <br />& DECK SPAN <br />SPAN DIRECTION <br />EXISTING <br />EXTENT ARROW <br />AXIAL CONNECTION <br />REVISION- <br />LINTEL <br />OPENING <br />S S <br />GRID <br />GRID <br />STAIR <br />1 <br />NORTH <br />D- <br />CS- <br />BOTTOM FLANGE BRACING <br />-- <br />EA EACH <br />EF EACH FACE <br />ELEC ELECTRICAL <br />ENGR ENGINEER <br />EL ELEVATION <br />ELEV ELEVATOR <br />EOD EDGE OF DECK <br />EOR ENGINEER OF RECORD <br />EOS EDGE OF SLAB <br />EQ EQUAL <br />EQUIP EQUIPMENT <br />ERECT ERECTION <br />EW EACH WAY <br />EXIST, (E)EXISTING <br />EXP EXPANSION <br />EXT EXTERIOR <br />FD FLOOR DRAIN <br />FDN/FND FOUNDATION <br />FL/FLR FLOOR <br />FRMG FRAMING <br />FS FAR SIDE <br />FT FOOT (FEET) <br />FTG FOOTING <br />GALV GALVANIZED <br />GA GAGE <br />GC GENERAL CONTRACTOR <br />GB GRADE BEAM <br />HD HEADED <br />HDR HEADER <br />HK HOOK <br />HT HEIGHT <br />HS HIGH STRENGTH <br />HSS HOLLOW STRUCTURAL TUBE <br />HORIZ HORIZONTAL <br />ID INSIDE DIAMETER <br />IF INSIDE FACE <br />IN INCH(S) <br />INFO INFORMATION <br />INT INTERIOR <br />JT OR JNT JOINT <br />JST JOIST <br />JBE JOIST BEARING ELEVATION <br />JSD JOIST SEAT DEPTH <br />K KIP (1,000 POUNDS) <br />K/FT KIPS PER FOOT <br />KLF KIPS PER LINEAL FOOT <br />K/SF KIPS PER SQUARE FOOT <br />L ANGLE <br />LB POUND <br />LG LENGTH, LONG <br />LL LIVE LOAD <br />LOC LOCATION <br />LONG LONGITUDINAL <br />LLH LONG LEG HORIZONTAL <br />LLV LONG LEG VERTICAL <br />LWT LIGHT WEIGHT <br />MAX MAXIMUM <br />MCJ MASONRY CONTROL JOINT <br />MEP / MECH MECHANICAL, ELECTRICAL, <br />PLUMBING <br />MEZZ MEZZANINE <br />MFR MANUFACTURER <br />MIN MINIMUM <br />MISC MISCELLANEOUS <br />MO MASONRY OPENING <br />MTL METAL <br />(N)NEW <br />NEC NECESSARY <br />NO NUMBER <br />NOM NOMINAL <br />NS NEAR SIDE <br />NIC NOT IN CONTRACT <br />NTS NOT TO SCALE <br />NWT NORMAL WEIGHT <br />OC ON CENTER <br />OPNG OPENING <br />OD OUTSIDE DIAMETER <br />OF OUTSIDE FACE <br />/PER <br />PC PRECAST <br />PERP PERPENDICULAR <br />PL PLATE <br />PROJ PROJECTION <br />PSF POUNDS PER SQUARE FOOT <br />PSI POUNDS PER SQUARE INCH <br />PT POST-TENSIONED <br />PVC POLYVINYL CHLORIDE <br />R RADIUS <br />REF REFERENCE <br />REINF REINFORCEMENT <br />REQD REQUIRED <br />REV REVERSE/REVISION <br />RD ROOF DRAIN <br />RO ROUGH OPENING <br />SCHED SCHEDULE <br />SECT SECTION <br />SHT SHEET <br />SIM SIMILAR <br />SIP STRUCTURAL INSULATED PANEL <br />SJI STEEL JOIST INSTITUTE <br />SOG SLAB ON GRADE <br />SPA SPACES <br />SPEC SPECIFICATIONS <br />SQ SQUARE <br />STD STANDARD <br />STL STEEL <br />STIFF STIFFENER <br />STIR STIRRUPS <br />STRUCT STRUCTURAL <br />TBE TOP OF BEAM ELEVATION <br />TDE TOP OF DECK ELEVATION <br />TEMP TEMPORARY <br />TEMP STL TEMPERATURE STEEL <br />TFE TOP OF FOOTING ELEVATION <br />THK THICK <br />T & B TOP AND BOTTOM <br />TO, T/TOP OF <br />TOS TOP OF STEEL <br />TOSL TOP OF SLAB <br />TRANSV TRANSVERSE <br />TWE TOP OF WALL ELEVATION <br />TYP TYPICAL <br />UNO UNLESS NOTED OTHERWISE <br />VERT VERTICAL <br />VIF VERIFY IN FIELD <br />W, w WIDTH <br />W/WITH <br />W/O WITH OUT <br />WP WORK POINT <br />WT WEIGHT <br />WWF WELDED WIRE FABRIC <br />ADD ADDENDUM <br />ADDL ADDITIONAL <br />ALT ALTERNATE <br />ANCH ANCHOR (ANCHORAGE) <br />ARCH ARCHITECT, ARCHITECTURAL <br />@ AT <br />BSMT BASEMENT <br />BM BEAM <br />BRG BEARING <br />BTWN BETWEEN <br />BLK BLOCK <br />BB BOND BEAM <br />BOT,BO,B/BOTTOM <br />BFE BOTTOM FOOTING ELEVATION <br />BLKG BLOCKING <br />BLDG BUILDING <br />CANT CANTILEVER <br />CIP CAST IN PLACE <br />CLG CEILING <br />CTR CENTER <br />CL CENTERLINE <br />CLR CLEAR <br />COL COLUMN <br />COMP COMPOSITE <br />CONC CONCRETE <br />CMU CONCRETE MASONRY UNIT <br />CONN CONNECTION(S) <br />CONST CONSTRUCTION <br />CONST JT CONSTRUCTION JOINT <br />CONT CONTINUOUS <br />db REINFORCING BAR DIAMETER <br />DBL DOUBLE <br />DEFL DEFLECTION <br />DEG DEGREES <br />DL DEAD LOAD <br />D, d DEPTH <br />DET DETAIL <br />DIAG DIAGONAL <br />DIA DIAMETER <br />DIM DIMENSION <br />DWL(S)DOWEL(S) <br />DN DOWN <br />DWG DRAWING <br />STRUCTURAL ABBREVIATIONS <br />BP#=BASE PLATE <br />BRP#=BEARING PLATE <br />B# OR B#-### =CONCRETE BEAM <br />CC#=CONCRETE COLUMN <br />CCB#=CONCRETE COUPLING BEAM <br />J# OR J#-### =CONCRETE JOIST <br />CP#=CONCRETE PIER <br />DP#=DRILLED PIER <br />DPC#=DRILLED PIER CAP <br />EP#=EMBED PLATE <br />GB#=GRADE BEAM <br />F#=ISOLATED FOOTING <br />L -M# OR =LINTEL <br />L -S# <br />MP#=MASONRY PIER <br />PF#=PILE FOUNDATIONS <br />PB#=POST-TENSION BEAM <br />PC#=PRECAST COLUMN <br />RWF#=RETAINING WALL FOOTING <br />SC#=STEEL COLUMN <br />SH#=STEEL HANGER <br />SP#=STEEL POST <br />SR#=SPECIAL CMU REINFORCEMENT <br />WF#=WALL FOOTING <br />TYPICAL MARKS <br />SHEAR WALL REINFORCEMENT-- <br />BEAM WEB <br />PENETRATION MARK- <br />OVERALL PROJECT NOTES <br />1. 3D VIEWS SHOWN ON THE CONTRACT DOCUMENTS ARE FOR REFERENCE ONLY.(CORRIDOR WALL)FLOOR FRAMINGSPAN DIRECTIONSTUD WALL MARK <br />THAT DEVIATES <br />FROM TYPICAL <br />(SEE SCHED)#### <br />SHEAR WALL MARK <br />THAT DEVIATES <br />FROM TYPICAL <br />(SEE SCHED) <br />SW-# <br />##-DENOTES 2X FLOOR <br /> OR ROOF FRAMING <br />-DENOTES BEARING OR SHEAR <br /> WALLS FROM LEVEL BELOW. <br />-DENOTES BEARING OR SHEAR <br /> WALLS FROM LEVEL ABOVE. <br />-DENOTES PARTIAL ROOF <br /> AREAS. <br />-DENOTES AREAS WHERE <br /> FRAMING IS DROPPED. <br /> (SEE ARCH FOR DIMENSIONS) <br />-DENOTES AREAS WHERE <br /> FRAMING IS BUILT UP OVER <br /> DROPPED FRAMING.#HOLD DOWN / STRAPPING <br />MARK (SEE SCHED) <br />## <br />STAIR <br />ELEVATOR <br />SW-# <br />## <br />(PARTY WALL) <br />(FURRING BRG WALL) <br />(PARTY WALL) <br />(STAIR SHAFT WALL)(INTERIOR BRG WALL)(CORRIDORWALL)(EXTERIOR WALL)(EXTERIOR WALL)(EXTERIOR WALL) <br />(ELEVATOR <br />SHAFT WALL)(ELEVATORSHAFT WALL)(STAIR SHAFT WALL)(FURRINGBRG WALL)(FURRING <br />BRG WALL)#TRIM STUD MARK <br />(SEE SCHED)#### <br /># <br />###### <br /># <br />BUILT UP WOOD <br />BEAM / HEADER <br />(SEE SCHED)# #/# X ## PSLSOLID WOODBEAM / HEADER(SEE SCHED)WOOD POST <br />(SEE PLAN) <br /># <br />#### X ##SOLID WOODBEAM / HEADER(SEE SCHED)### <br />FLOOR FRAMING <br />SPAN DIRECTION# X ##SC#, CC# OR PC# <br />CP# OR MP# <br />F# OR PF# <br />TPE = 0'-0" <br />TFE = 0'-0" OR <br />TPFE = 0'-0" <br />COLUMN MARK <br />(SC MARK MAY NOT <br />EXIST IF A GRAPHICAL <br />COLUMN SCHEDULE <br />IS USED) <br />PIER MARK <br />FOOTING MARK <br />ELEVATIONS WF#, RWF#,GB# OR TF#TFE = 0'-0" OR <br />TGBE = 0'-0" <br />CONCRETE WALL <br />REINFORCEMENT MARK <br />FOUNDATION PLAN LEGEND <br />-- <br />CMU-# <br />CMU WALL <br />REINFORCEMENT MARK <br />W__ X __ (##) c=#"V## <br />M## <br />P## <br />H## <br />T## <br />BEAM SIZE <br />DENOTES CANTILEVER <br />MOMENT CONNECTION <br />NUMBER OF HEADED STUDS <br />(SEE METAL DECK / CONCRETE <br />SLAB SCHEDULE FOR ADDL INFO) <br />REQUIRED CAMBER <br />(NONE IF NOT SHOWN) <br />FORCE MARKS: <br />V -INDICATES FACTORED VERTICAL SHEAR FORCE IN KIPS (SEE PLAN / SCHEDULE) <br />M -INDICATES FACTORED END MOMENT FORCE IN KIP-FEET (SEE PLAN / SCHEDULE) <br />P -INDICATES FACTORED END AXIAL FORCE IN KIPS (FORCES ARE FULLY REVERSIBLE UNO) <br />H -INDICATES FACTORED HORIZONTAL SHEAR FORCE IN KIPS, PERPENDICULAR TO BEAM AXIS <br />T -INDICATES TORSIONAL MOMENT FORCE IN KIP-FEET <br />BEAM WEB <br />PENETRATION MARK <br />(SEE PLAN / SCHED) <br />DENOTES BRACED FRAME <br />(SEE ELEVATIONS) <br />- <br />[+/-# #/#"] <br />DEVIATION FROM TYPICAL <br />TOP OF STEEL (TOS) <br />ELEVATION <br />STEEL BEAM FRAMING PLAN LEGEND <br />#' - #" <br />DENOTES FORCES SHOWN <br />ON PLAN IF DIFFERENT <br />FROM SCHED FORCES <br />DENOTES MOMENT <br />FRAME CONNECTION0'2"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 8:16:26 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 />S001 SET TYPE -PERMIT 09.24.21CAB <br />2021-211 <br />RTJ <br />LEAD STRUCTURAL <br />SHEET <br />Terrance D. Nuesse, PE <br />41626 <br />09.24.2021 <br />R INDICATES DRAWINGS ARE BEING ISSUED FOR REFERENCE ONLY (NOT FOR CONSTRUCTION) <br />▲ INDICATES DRAWINGS ARE BEING ISSUED ON SMALL SHEETS OR WRITE UP <br /> ●S INDICATES DRAWINGS ARE BEING ISSUED AND SIGNED FOR THE FIRST TIME <br />● INDICATES DRAWINGS ARE BEING ISSUED <br />STRUCTURAL SHEET INDEX <br />SHEET # <br />ISSUE <br />SHEET TITLEPROGRESS - 06.18.2021REGULATORY - 06.28.2021PERMIT 09.24.2021----S001 ● ●S ● LEAD STRUCTURAL SHEET <br />S002 ● ●S ● GENERAL STRUCTURAL NOTES <br />S003 ● ●S ● GENERAL STRUCTURAL NOTES CONT <br />S004 ● ●S ● TYPICAL DETAILS <br />S005 ● ●S ● TYPICAL DETAILS/ SCHEDULES <br />S006 ● ●S ● TYPICAL DETAILS/ SCHEDULES <br />S007 ● ●S ● TYPICAL WOOD SCHEDULES <br />S008 ● ●S ● TYPICAL WOOD SCHEDULES <br />S100 ● ●S ● FOUNDATION PLAN <br />S200 ● ●S ● FRAMING PLAN <br />S300 ● ●S ● FOUNDATION SECTIONS/ DETAILS <br />S301 ● ●S ● FRAMING SECTIONS/ DETAILS <br />S001 <br />2 3D - REFERENCE ONLY <br />MARKDATEDESCRIPTION