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=m <br />CONCRETE ANCHOR SCREWS <br />®� <br />A-241 Mal <br />SHOP & FIELDWELDING <br />SINGLE PASS FILLET WELDS:5 <br />PARTIAL & COMPLETE PENETRATION <br />ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. <br />SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY <br />THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE <br />FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT <br />SPECIFICATIONS SHALLIMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. <br />SHOP DRAWINGS <br />SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL <br />ENGINEER FOR REVIEW PRIOR TO FABRICATION: <br />1. STEEL GRATING 2. STRUCTURAL STEEL <br />3. STEEL GRATING TREADS 4. HAND RAILS <br />SHOP DRAWINGS SHALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS, AND DATE STAMPED <br />BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE (3) SETS OF SHOP <br />DRAWINGS FOR ENGINEER'S REVIEW. ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER. <br />ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND <br />CONTRACT DOCUMENTS, MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE <br />CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR <br />REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL <br />QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, <br />AND FOR PERFORMING THE WORK IN A SAFE MANNER. <br />ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS <br />IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE <br />CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE <br />MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED <br />& SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. <br />FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE <br />PROJECT ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR HAVE BEEN RECEIVED. <br />STRUCTURAL STEEL <br />STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC <br />"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", <br />LATEST EDITION. <br />SHAPES SHALL CONFORM TO ASTM A992, Fy e 60 KSI. <br />PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy m 36 KSI. <br />STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy e 46 KSI. <br />STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. <br />BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N AND FIELD PAINTED WHITE. <br />BOLTS SHALL BE 3/4" 0 MINIMUM, UNO. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 AND BE <br />HOT -DIPPED GALVANIZED OR STAINLESS STEEL WITH THE EXPOSED PORTIONS FIELD PAINTED WHITE. <br />CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS <br />OF AISC MANUAL OF STEEL CONSTRUCTION. <br />UNLESS NOTED OTHERWISE ON PLANS, ALL STEEL MEMBERS, SHAPES, PLATES, AND ACCESSORIES SHALL BE <br />EPDXY PAINTED WHITE. FINAL COLOR TO BE APPROVED BY OWNER. <br />WELDING <br />WELDING SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE", LATEST EDITION. ALL WELDING SHALL BE <br />DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE <br />PER TABLE 5.8 IN AWS D1.1, LATEST EDITION. <br />STEEL GRATING <br />PROVIDE GALVANIZED STEEL FLOOR GRATING BY GRATING PACIFIC OR APPROVED EQUAL. BAND ALL GRATING <br />EDGES. <br />TYPE OF GRATING: W-19-4 <br />SIZE OF BEARING BARS: 1 1/2" x 3/16" @ 1 3/16" OC <br />MAX SPAN: 4'-0" <br />MANUFACTURER/SUPPLIER TO PROVIDE CONNECTION OF GRATING TO STRUCTURAL STEEL WITH "G" CLIPS. SUBMIT <br />SHOP DRAWINGS FOR APPROVAL. <br />STEEL STAIR TREADS <br />PROVIDE GALVANIZED STEEL STAIR TREADS BY GRATING PACIFIC OR APPROVED EQUAL. <br />TYPE OF GRATING: W-19-4 <br />SIZE OF BEARING BARS: 1 3/4" x 3/16" @ 1 3/16" OC <br />NOMINAL TREAD WIDTH: 9 3/4" <br />MANUFACTURER/SUPPLIER TO PROVIDE CONNECTION OF GRATING TO STRUCTURAL STEEL WITH "G" CLIPS. SUBMIT <br />SHOP DRAWINGS FOR APPROVAL. <br />PROVIDE DIAMOND PLATED NOSING WELDED TO GRATING <br />STAIR TREADS SHALL BE ANCHORED TO STRINGERS W/ A MINIMUM OF (4) 1 /2" 0 WHS. <br />EXISTING BUILDING <br />CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING <br />DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE <br />REDESIGN. <br />GENERAL <br />STRUCTURAL DRAWINGS SHALL BE USED FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY <br />ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL <br />BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. <br />CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND <br />LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. <br />CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY <br />UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. <br />CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL <br />ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP <br />DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. <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 <br />CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE <br />STRUCTURAL ENGINEER. <br />3200 Cedar Street <br />Everett, WA 93201 <br />425.257.8800 everettwa.gov <br />LEGEND <br />DEFINITION <br />SYMBOL <br />DEFINITION <br />SYMBOL <br />DIRECTION OF <br />FRAMING <br />NATIVE SOIL <br />I(1=1III�-III. -1II <br />EXTENT <br />FRAMINGG <br />GRANULAR FILL <br />COLUMNS <br />STRUCTURAL STEEL�Tr� <br />�rrnr� <br />COLUMN BEARING <br />ON BEAM <br />RATED SHEATHING <br />BEAM CONTINUOUS <br />OVER SUPPORT <br />� <br />SHEAR WALL <br />(SEE SCHEDULE) <br />SWX <br />CONCRETE WALL <br />COLUMN MARK <br />(SEE SCHEDULE) <br />1 <br />BEARING STUD <br />WALL <br />FOOTING MARK <br />(SEE SCHEDULE) <br />FX <br />(�----�--r- <br />NON -BEARING <br />STUD WALL <br />l' <br />> - - <br />HOEDOWN MARK <br />(SEE SCHEDULE) <br />BEARING STUD <br />SHEAR WALL <br />HANGER MARK <br />(SEE SCHEDULE) <br />X <br />-J� <br />NON -BEARING <br />STUD SHEAR WALL <br />FLAG NOTE <br />(SEE PLAN NOTES) <br />X <br />Z Z <br />CMU WALL <br />STEEL MOMENT <br />FRAME CONN. <br />ABBREVIATIONS <br />(A) <br />ABOVE <br />GLB <br />GLUE -LAMINATED BEAM <br />AB <br />ANCHOR BOLT <br />HORIZ <br />HORIZONTAL <br />ALT <br />ALTERNATE <br />KP <br />KING POST <br />ARCH <br />ARCHITECT <br />KSI <br />KIPS PER SQUARE INCH <br />(B) <br />BELOW <br />L <br />ANGLE <br />BD <br />BAR DIAMETER <br />MECH <br />MECHANICAL <br />BLKG <br />BLOCKING <br />MF <br />MOMENT FRAME <br />BM <br />BEAM <br />MTL <br />METAL <br />BOT <br />BOTTOM <br />NS <br />NEAR SIDE <br />BRNG <br />BEARING <br />OC <br />ON CENTER <br />BTWN <br />BETWEEN <br />OPP <br />OPPOSITE <br />CJP <br />COMPLETE JOINT PENETRATION <br />PL <br />PLATE <br />CLR <br />CLEAR <br />PLCS <br />PLACES <br />CMU <br />CONCRETE MASONRY UNIT <br />PSI <br />POUNDS PER SQUARE INCH <br />COL <br />COLUMN <br />PSF <br />POUNDS PER SQUARE FOOT <br />CONC <br />CONCRETE <br />P/T <br />POSTTENSIONED <br />CONN <br />CONNECTION <br />PT <br />PRESSURE TREATED <br />CONT <br />CONTINUOUS <br />REINF <br />REINFORCING <br />COORD <br />COORDINATE <br />REQ'D <br />REQUIRED <br />DBL <br />DOUBLE <br />SCHED <br />SCHEDULE <br />DET <br />DETAIL <br />SIM <br />SIMILAR <br />DIA <br />DIAMETER <br />SOG <br />SLAB ON GRADE <br />DIM <br />DIMENSION <br />STD <br />STANDARD <br />DIR <br />DIRECTION <br />STIFF <br />STIFFENER <br />EA <br />EACH <br />STL <br />STEEL <br />ELEV <br />ELEVATION <br />SYMM <br />SYMMETRICAL <br />ES <br />EACH SIDE <br />SW <br />SHEARWALL <br />EX <br />EXISTING <br />TOC <br />TOP OF CONCRETE <br />EXP <br />EXPANSION <br />TOS <br />TOP OF STEEL <br />FLR <br />FLOOR <br />TOW <br />TOP OF WALL <br />FDN <br />FOUNDATION <br />TYP <br />TYPICAL <br />FTG <br />FOOTING <br />UNO <br />UNLESS NOTED OTHERWISE <br />FS <br />FAR SIDE <br />VERT <br />VERTICAL <br />GC <br />GENERAL CONTRACTOR <br />WE <br />WIDE FLANGE <br />