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STRUCTURAL N OTES <br /> C <br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEERING <br /> GENERAL DMONDS, WASHINGTON 98020 <br /> ABBREVIATIONS PHONE (425) 778-8500 <br /> STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL,AND (A) ABOVE HORIZ HORIZONTAL FAX (425) 778-5536 <br /> MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND <br /> CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE AB ANCHOR BOLT KP KING POST <br /> ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. ALT ALTERNATE KSI KIPS PER SQUARE INCH OT <br /> CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION ARCH ARCHITECT MECH MECHANICAL pF WAS�I� C1 <br /> OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. (g) BELOW MF MOMENT FRAME t' Q <br /> ti o <br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL BLKG BLOCKING NS NEAR SIDE <br /> PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. <br /> BM BEAM OC ON CENTER �.,�, c� aasaa ♦ ,�' <br /> RAL ' �s <br /> CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL BOT BOTTOM OPP OPPOSITE ONAL <br /> ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS <br /> ONLY WILL NOT SATISFY THIS REQUIREMENT. BTWN BETWEEN PL PLATE II/01122 <br /> CJP COMPLETE JOINT PENETRATION PLCS PLACES DESIGN: AL <br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT <br /> SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF CLR CLEAR PSI POUNDS PER SQUARE INCH DRAWN: JOS <br /> CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL CMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT CHECK: MTM <br /> ENGINEER. JOB NO: 22280.10 <br /> COL COLUMN P/T POST TENSIONED DATE: 1 1/01/22 <br /> LEGEND CONC CONCRETE PT PRESSURE TREATED <br /> CONN CONNECTION REINF REINFORCING <br /> DEFINITION SYMBOL DEFINITION SYMBOL CONT CONTINUOUS REQ'D REQUIRED <br /> DIRECTION OF NATIVE SOIL I I El I m I a��a�� DBL DOUBLE SCHED SCHEDULE <br /> FRAMING =1 I 1=1 — — — <br /> DET DETAIL SIM SIMILAR <br /> EXTENT OF GRANULAR FILL <br /> FRAMING DIM DIMENSION SOG SLAB ON GRADE <br /> COLUMNS STRUCTURAL STEEL ( EA EACH STD STANDARD <br /> - - J ELEV ELEVATION SW SHEAR WALL <br /> COLUMN BEARING P � <br /> ON BEAM RATED SHEATHING S EXIST EXISTING TOC TOP OF CONCRETE <br /> EXP EXPANSION TOS TOP OF STEEL N W <br /> BEAM CONTINUOUS G0 SHEAR WALL 0o <br /> OVER SUPPORT (SEE SCHEDULE) L� ~ <br /> SWX FLR FLOOR TOW TOP OF WALL O <br /> W � <br /> FDN FOUNDATION TYP TYPICAL > Z <br /> CONCRETE WALL COLUMN MARK FTG FOOTING LINO UNLESS NOTED OTHERWISE U Q Q <br /> (SEE SCHEDULE) / z —1 <br /> BEARING STUD FOOTING MARK FS FAR SIDE VFY VERIFY L LJ Q <br /> WALL (SEE SCHEDULE) FX FH FULL HEIGHT VIF VERIFY IN FIELD _ O <br /> NON-BEARING ( ( HOLDOWN MARK X GLB GLUE-LAMINATED BEAM VERT VERTICAL _ D <br /> STUD WALL J ) (SEE SCHEDULE) W W (� <br /> BEARING STUD HANGER MARK <br /> SHEAR WALL (SEE SCHEDULE) O W 0 ? <br /> NON-BEARING FLAG NOTE � � N W (>� <br /> STUD SHEAR WALL (SEE PLAN NOTES) <br /> CMU WALL STEEL MOMENT <br /> FRAME CONN. �V <br /> S1 .5 <br />