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<br /> STEEL:IN ACCORDANCE WITH IBC SECTION 1705.2.1 AND AISC 360 REFERENCED STANDARDS. 4
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<br /> GENERAL NOTE
<br /> CONTINUOUS INSPECTION:
<br /> THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE-ASTM'S NOTED ARE TO BE SLIP-CRITICAL(SC)HIGH STRENGTH BOLTED CONNECTIONS.
<br /> LATEST EDITION. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS.NOW
<br /> DESTRUCTIVE TESTING IS REQUIRED FOR ALL COMPLETE to
<br /> 1.DESCRIPTION PENETRATION WELDS-SHOP AND FIELD. Q
<br /> Building Name&Site Location-1920 Merrill Creek Parkway(Everett,WA) MULTIPASS FILLET WELDS. r
<br /> 2.DESIGN CODE AND STANDARDS SINGLE-PASS FILLET WELDS GREATER THAN 5/16-INCH. C
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<br /> Applicable Code(Edition/Name)-2018 International Building Code(IBC) WELDING OF REINFORCING IN INTERMEDIATE AND SPECIAL O
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<br /> Other documents referenced by these notes shall be the specific edition referenced by the building coda MOMENT FRAMES,BOUNDARY ELEMENTS OF SPECIAL REINFORCED M) �
<br /> specified above,or if not specified,shall be the latest edition. CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. U) F
<br /> Code supplement&Date-ASCE 7-16 FIELD VFY. FIELD VFY. 0 t m
<br /> PERIODIC INSPECTION: 6"MAX. Z w OZ
<br /> 3.DESIGN LOADS VERIFY HIGH-STRENGTH BOLT IDENTIFICATION MARKINGS Q a m U
<br /> a. Snow Load 25 pal'Roof Design Load CONFORM TO SPECIFIED ASTM STANDARDS.REVIEW OF Q 0 O O
<br /> b. Seismic Risk Category II MANUFACTURER'S CERTIFICATE OF COMPLIANCE. CL.HDR. F- t_ I-
<br /> Ss=1.261,51=0.44,Is=1.0,Site Class"D"and INSTALLATION OF BEARING-TYPE BOLTED CONNECTIONS. &CURB m m m
<br /> SDS-0.841,Sol=0.545. SINGLE-PASS FILLET WELDS 5/16-INCH OR LESS. CL,JOIST PNL,PT,
<br /> Seismic Design Category="D" FLOOR AND ROOF DECK WELDS.
<br /> c. Wind Load Risk Category II COLD-FORMED STEEL FRAME WELDING. METAL CURB BY OTHERS
<br /> Basic wind speed(3 sec.gust)VuLT=100 mph,VASD=77 mph WELDING OF STAIRS AND RAILINGS. z
<br /> Exposure C WELDING OF STUDS.
<br /> Kzt=1.0 Ke=1.0 1/2"Ox5"LAG @ CORNER.
<br /> Kd=0.85 Per ASCE 7,Table 26.6-1 VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER 3/4"0 THRU-BOLT
<br /> ( ) MECH.UNIT NOT OVER GIRDER wl 10d @
<br /> d. Dead loads Weight of structure. THAN ASTM A-706. @CURB CORNERS @ LOCATE PER PLAN � 8"oc BETWEEN
<br /> e.Load Combinations All Code required load combinations are to be used in the building WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING GIRDER w/
<br /> design. CONTINUOUS INSPECTION. 10d @ Woc BETWEEN 7
<br /> (N)4x HDRS.PER F
<br /> STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS. PLAN 1
<br /> OSHA STANDARDS CONN.UNIT 7O CURB
<br /> THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT HU46 HGR.@ HDR. w/#12 SCREW 8"oc& FASTEN CURB TO ROOF
<br /> FABRICATORS: SPECIAL INSPECTION OF STRUCTURAL FABRICATORS IS NOT �i
<br /> OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL REQUIRED IF FABRICATOR IS REGISTERED AND APPROVED TO DO �n Z TO BLKG.DAP TO FIT. EA.CORNER L(N)MECH.UNIT PER SECT.1/50.1
<br /> DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS,TAKING INTO ACCOUNT THE SUCH WORK WITHOUT SPECIAL INSPECTION. h 0'-0^ LOCATE PER PLAN
<br /> GENERAL CONTRACTOR'S MEANS AND METHODS.THE GENERAL CONTRACTOR SHALL INFORM �
<br /> ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR
<br /> TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND REPORTS: PROVIDE REPORTS IN ACCORDANCE WITH IBC SECTION 1704.2.4 OF 10d @ 8"oc INTO Z
<br /> METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. AND QUALITY ASSURANCE SECTION OF THESE GENERAL NOTES. NEW HDR. O
<br /> D
<br /> FRAMING LUMBER OTHER INSPECTIONS ADD 4x6BLKG.
<br /> GRADES&STRESSES SHALL CONFORM WITH LATEST EDITION OF"WESTERN LUMBER GRADING UNDERCURB @ GIRDER. LU
<br /> RULES",WWPA OR"STANDARD NO.17 GRADING RULES FOR WEST COAST LUMBER",WCUB. EXTEND TO COLUMN
<br /> ALL LUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE. BY BUILDING OFFICIAL IN ACCORDANCE WITH SECTION 110 OF IBC. I Ur
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<br /> UNLESS NOTED OTHERWISE,USE THE FOLLOWING: ABBREVIATIONS WASHER @ THRU-BOLT,TYP.
<br /> SPECIES GRADE BASE VALUE Fb ARCH. ARCHITECT (E)2x6 @ 24"oc
<br /> VISUALLY GRADED DIMENSION LUMBER SAL. BALANCE
<br /> B OR BOT BOTTOM (E)2x6 @24"oc
<br /> (2"TO 4"THICK BY 2"&WIDER) B. . (E)JOIST PER PLAN NEW 4x HDRS.PER PLAN
<br /> STUDS-TYPICAL DOUG FIR STANDARD 550 PSI BTWN. BETWEEN (E)GIRDER PER PLAN THRU-BOLT @ CORNER
<br /> STUDS-WHERE NOTED DOUG FIR #2 900 PSI BLDG. BUILDING SIM.SECT.1/S0.1
<br /> BRG. BEARING (E)2x6 BEYOND
<br /> JOISTS&RAFTERS-TYPICAL DOUG FIR #2 900 PSI C.I.P. CAST IN PLACE NOTE:IF HEADER BEARS ON JOIST EACH
<br /> JOISTS&RAFTERS-WHERE NOTED DOUG FIR #1 1000 PSI (E)JOIST z
<br /> C.J. CONSTRUCTION JOINT END MORE THAN 6"FROM JOIST PANEL PT. BA-410 MIN.HGR.EA.END.
<br /> PLATES&LEDGERS DOUG FIR #2 900 PSI CL CENTERLINE REINF.JOISTS w/ADDED ANGLE PER (E)JOIST
<br /> BEAMS&HEADERS-TYPICAL DOUG FIR #2 900 PSI CLR. CLEAR CUT 2x6(E)&PROVIDE U26 "DIAGONAL BRACE DETAIL".
<br /> CMU CONCRETE MASONRY UNIT HORS.@ NEW HDRS.TYP.
<br /> EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED.BOLT HEADS COL. COLUMN
<br /> AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS.ALL CONIC. CONCRETE
<br /> BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS.ALL WOOD IN C.S.J. CLOSURE STRIP JOINT $y a
<br /> CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED.USE STANDARD D.F. DOUGLAS FIR �4
<br /> LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF-N-105B FOR ALL EA EACH SECTION
<br /> NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN E.E.DIAPHRAGMS. E. EACH END
<br /> E.F. EACH FACE 1 3l4"=1'-0" SECTIONLu
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<br /> E.J. EXPANSION JOINT z L ','�y
<br /> EL.OR ELEV. ELEVATION -0" 'j� gyp' C_7
<br /> STRUCTURAL STEEL E.N.W.OR ENW ENGINEERS NORTHWEST fk e W
<br /> ALL WORK IN ACCORDANCE WITH"AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS EQ. EQUAL o
<br /> (AISC 360-16),AND THE AISC 303-16"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND E.S. EACH SIDE
<br /> BRIDGES" JUNE 15, 2016. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING E.W. EACH WAY
<br /> STANDARDS: F.O. FACE OF
<br /> WIDE FLANGE SHAPES ASTM A 992 (Fy=50,000 PSI) F.O.C. FACE OF CONCRETE
<br /> OTHER SHAPES&PLATES ASTM A 36 (Fy=36,000 PSI) F.O.S. FACE OF STUD
<br /> TUBE SHAPES ASTM A 500,GRADE B (Fy=46,000 PSI) F.O.W. FACE OF WALL
<br /> PIPE SHAPES ASTM A 53,TYPE E OR S,GRADE B (Fy=35,000 PSI) FTG. FOOTING
<br /> WELDHEAD STUDS ASTM A 108 (Fy=50,000 PSI) GA. GAGE
<br /> ANCHOR BOLTS ASTM F 1554,GRADE 36 (Fy=36,000 PSI) GALV. HOT DIP GALVANIZED Q to
<br /> HIGH STRENGTH BOLTS ASTM A 325 G.L.B. GLU-LAM BEAM W
<br /> BASE PLATE GROUT ASTM C 1107 G.W.B. GYPSUM WALL BOARD F LU d
<br /> H.OR HORIZ. HORIZONTAL U Z
<br /> BOLTS:ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N H.F. HEM-FIR �Z C o
<br /> CONNECTIONS-BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. H.S.S. HOLLOW STRUCTURAL SECTION
<br /> CONNECTIONS ARE NON-SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED"SNUG I.B.C. INTERNATIONAL BUILDING CODE U)Lll J
<br /> TIGHT"ONLY,UNLESS OTHERWISE NOTED.PROVIDE WASHERS AT OUTER PLYS WITH I.C.C. INTL.CODE COUNCIL
<br /> SLOTTED HOLES.INSTALL A 325 BOLTS IN ACCORDANCE WITH"2014 RCSC I.F. INSIDE FACE
<br /> SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS". INC. INCLUDING 'C m-'
<br /> WELDS:ALL WELDING TO CONFORM WITH AWS D1.1"STRUCTURAL WELDING CODE-STEEL'. I.S. INSIDE FACE 0 r'n m E
<br /> WELDS NOT SPECIFIED SHALL BE 11W CONTINUOUS FILLET MINIMUM.ALL WELDS BY K KIP(1000 POUNDS) NOTE:THESE DETAILS ARE NOT REQUIRED IF: ` 3 6
<br /> WABO CERTIFIED WELDERS.USE LOW HYDROGEN FILLER METAL WITH A MINIMUM L.W. LONG WAY w n H
<br /> TENSILE STRENGTH OF 70 KSI.ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. L.L.H. LONG LEG HORIZONTAL 1.) HVAC CURB IS LOCATED 6"OR LESS FROM TOP CHORD PANEL POINT. N ¢r'`
<br /> WELDHEAD STUDS(WHS)ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT L.L.V. LONG LEG VERTICAL C 2
<br /> AS REQUIRED BY MANUFACTURER. M.F.R. MANUFACTURER OR �N N
<br /> M.O. MASONRY OPENING C o a
<br /> N.F. NEAR FACE 2.) ANGLE REINFORCEMENT ALREADY EXISTS TO TRANSFER CURB LOAD TO BOTTOM w ^'
<br /> COORDINATE WORK WITH JOIST MANUFACTURER.SEE SPECIFICATIONS FOR ITEMS TO N.T.A. NOT TO SCALE CHORD PANEL POINT WHEN CURB IS LOCATED MORE THAN 6"FROM TOP CHORD
<br /> BE GALVANIZED.ALL STEEL ERECTION,INCLUDING OPEN WEB JOISTS AND METAL ON CENTER PANEL POINT.
<br /> DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION
<br /> STANDARD. O.F. OUTSIDE FACE
<br /> O.S. OUTSIDE
<br /> DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE O.T.O. OUT TO OUT
<br /> COMPLETE.ALL STEEL NEEDS TO BE COATED FOR APPROPRIATE EXPOSURE.COORDINATE P.P.T. PRESERVATIVE
<br /> WITH ARCHITECT AND ENGINEER. PRESSURE TREATED CONCENTRATED LOAD
<br /> GREATER THAN 6"
<br /> MEMBERS DESIGNATED "POSTS"ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND PL PLATE TOP CHORD (E)OPEN WEB SEE NOTES
<br /> ECCENTRIC LOAD. REINF. REINFORCING PANEL POINTS STEEL JOIST �$
<br /> REM. REMAINDER (7YP.) (E)JOIST TOP CHORD (E)OPEN WEB (3)#8 SCREWS CL PANEL POINT
<br /> UNISTRUT R.O. ROUGH OPENING —— STEEL JOIST
<br /> SECT. SECTIONS EACH END,TYP.
<br /> UNISTRUT SHAPES,FITTINGS,NUTS,AND BOLTS ARE PER LATEST EDITION OF UNISTRUT SIM. SIMILAR
<br /> GENERAL ENGINEERING CATALOG.ALL UNISTRUT FRAMING AND CONNECTIONS TO BE S.J. SHRINKAGE JOINT
<br /> INSTALLED AS SHOWN ON DRAWINGS.ALL HOLE PATTERN STYLES FOR FRAMING MEMBERS S7L. STEEL X
<br /> SHALL BE AS SPECIFIED ON DRAWING,WITH ORIENTATION AS SHOWN.ALL NUTS,BOLTS,AND SW SHEARWALL
<br /> HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS,WITH TORQUE
<br /> AS SPECIFIED IN LATEST EDITION OF UNISTRUT CATALOG.ALL FITTINGS SHALL BE INSTALLED SYMM. SYMMETRICAL
<br /> PER MANUFACTURER'S RECOMMENDATIONS,WITH ORIENTATION AS SHOWN ON DRAWINGS. T. TOP
<br /> FITTINGS,HARDWARE,AND FRAMING FINISH SHALL BE EITHER STAINLESS STEEL OR T.O. TOP OF SEE"DIAGONAL Q
<br /> HOT-DIPPED GALVANIZED FOR EXTERIOR OR CORROSIVE ENVIRONMENT APPLICATIONS. T.O.B. TOP OF BEAM O O O3 ® O BRACE DETAIL"
<br /> FINISH FOR INTERIOR APPLICATIONS SHALL BE PERMA-GREEN II,UNLESS NOTED OTHERWISE T.O.F. TOP OF FOOTING Z(E)BOT.CHORD JL 2 x 2 x 12GA
<br /> BY ARCHITECT.SUBSTITUTION OF OTHER STRUT SYSTEMS IS NOT PERMITTED WITHOUT T.O.S. TOP OF STEEL PANEL POINTS (E)JOIST BOT.CHORD CL PANEL POINT
<br /> REVIEW AND WRITTEN APPROVAL BY ENW. TOP OF SLAB (TYP.) (Fy=50 Kai,TYP.) M
<br /> SIMILAR PLACES Q C)
<br /> 1 HANG WITHIN 6"OF ANY UPPER PANEL POINT FOR STEEL JOIST.
<br /> NOTE TO MECHANICAL AND ELECTRICAL TRADES T.O.W. TOP OF WALL CONCENTRATED
<br /> TYP. TYPICAL AT ALL 2 HANG WITHIN 6"OF ANY LOWER PANEL POINT FOR STEEL JOIST. GREATER THAN LOAD �
<br /> CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION,LOAD AND ANCHORAGE OF ALL 3 TRAPEZE BETWEEN ANY PANEL POINTS. 6"SEE NOTES ® Y 6)
<br /> HANGERS SUPPORTING ANY MECHANICAL,ELECTRICAL,PLUMBING OR SPRINKLER LOADS IN U.N.O. UNLESS NOTED OTHERWISE 4 ADD AN ANGLE E.S.TO STIFFEN THE BOTTOM CHORD SEE DIAGONAL BRACE DETAIL. r l
<br /> EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE V.E.F. VERTICAL EACH FACE 5 ADD AN ANGLE E.S.TO STIFFEN THE TOP CHORD SEE DIAGONAL BRACE DETAIL. NOTE: V LLJ
<br /> PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO VERT. VERTICAL NOTES: 1.) WHERE CONCENTRATED LOADS ARE LOCATED MORE THAN 6"FROM A PANEL z
<br /> V.F.F. VERTICAL FAR FACE 1.
<br /> 2 L/
<br /> ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS )DO NOT CUT OR DRILL ANY JOIST MEMBER. POINT CL,REINFORCE THE JOIST WITH AN ADDED ANGLE(E.S.JOIST)EXTENDING
<br /> EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE VFY VERIFY 2.)THIS DETAIL IS APPLICABLE TO SUPPORTING MECH.EQUIPMENT,SPRINKLER FROM THE POINT LOAD TO THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. O U
<br /> m BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A V.I.F. VERTICAL INSIDE FACE PIPES,ETC.
<br /> 2.) DO NOT PLACE LOAD UNTIL ANGLE SUPPORT IS INSTALLED. J
<br /> SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS,IT WILL BE THE RESPONSIBILITY OF V.N.F. VERTICAL NEAR FACE 3.)JOIST MANUFACTURER TO ACCOUNT FOR ABOVE LOADING ON JOIST DESIGN. U
<br /> E 3.) NOT REQUIRED IF THERE ARE EXISTING ANGLES PRESENT AT THESE LOCATIONS. LU J W
<br /> E THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. V.N.F. VERTICAL OUTSIDE FACE W
<br /> w/ WITH N
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<br /> o SPECIAL CONDITIONS wto WITHOUT z w >
<br /> CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE W.H.S. WELD HEAD STUD Q c LL,I
<br /> rp`+ SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. @ AT CENTER LINE to c
<br /> 16 CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. PLATE ALLOWABLE METHODS & LU O
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<br /> 3 SPECIAL INSPECTIONS AND TESTS LOCATIONS FOR SUPPORTING LOADS ° CV)
<br /> INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT Q
<br /> INSPECTORS SHALL
<br /> BE REGISTERED
<br /> SPECIAL INSPECTIONF FROM OPEN WEB STEEL JOIST DIAGONAL BRACE DETAIL
<br /> INSPECTORS SHALL BE REGISTERED WITH THE WASHINGTON ASSOCIATION OF LLI
<br /> BUILDING OFFICIAL(WABO),AND SHALL BE APPROVED BY THE BUILDING OFFICIAL N.T.S. N.T.S. Z
<br /> 16 16 PRIOR TO CONSTRUCTION. LU
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<br /> JOB NO: 22000015-3
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<br /> ENGINEER: M.TAN
<br /> DRAWN: M.PATEL
<br /> DATE: 11-17-2023
<br /> SHEET NO:
<br /> S0. 1
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