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N <br /> GENERAL NOTE ABBREVIATIONS <br /> B.OR BOT. BOTTOM <br /> THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE-ASTM'S NOTED ARE TO BE LATEST EDITION. C.I.P CAST IN PLACE <br /> CL CENTERLINE <br /> 1.DESCRIPTION CUR CLEAR <br /> Building Name&Site Location-Both St.Venture Bldg.B-Applied control T.I Everett,WA CONT. CONTINUOUS <br /> DF DOUGLAS FIR <br /> 2.DESIGN CODE AND STANDARDS EL.OR ELEV. ELEVATION <br /> Applicable Code(Edition/Name)-2021 International Building Code(IBC) E.N.W.OR ENW ENGINEERS NORTHWEST <br /> Other documents referenced by these notes shall be the specific edition referenced by the building code E.F. EACH FACE <br /> specified above,or if not specified,shall be the latest edition. E.W. EACH WAY <br /> Code supplement&Date-ASCE 7-16 F.O.C. FACE OF CONCRETE <br /> F.O.W. FACE OF WALL <br /> 3.DESIGN LOADS FTG. FOOTING <br /> H.OR HORIZ. HORIZONTAL <br /> a.1.Roof Live Load See snow load HF HEM-FIR <br /> c.Seismic Risk Category II H.S.S. HOLLOW STRUCTURAL SECTION `o <br /> S.=1.368,Sr=0.486,Is=1.0,Site Class"D"and I.B.C. INTERNATIONAL BUILDING CODE w <br /> So$=1.095. I.C.C. INTERNATIONAL CODE COUNCIL o_ <br /> Seismic Design Category="D" I.F. INSIDE FACE <br /> e.Dead loads Weight of structure. N.T.S. NOT TO SCALE <br /> f.Special Loads The following special loads are to be considered:5 psf minimum out-of O.F. OUTSIDE FACE <br /> O. <br /> plane lateral load on interior partition walls. T.O. OUT TO OUT <br /> g.Load Combinations All Code required load combinations are to be used in the building design. PL PLATE N <br /> PPT PRESERVATIVE HDR. N <br /> OSHA STANDARDS PRESSURE TREATED <br /> THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA R.O. ROUGH OPENING 6a iy <br /> STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY REINF. REINFORCING <br /> NONCOMPLIANCE WITH OSHA STANDARDS,TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS SW SHEARWALL 50.1 rim <br /> AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE SIM. SIMILAR <br /> DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION.THE GENERAL CONTRACTOR IS SYMM. SYMMETRICAL <br /> TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. T. TOP <br /> T.O.F. TOP OF FOOTING <br /> LIGHT GAGE STEEL FRAMING TYR TYPICAL AT ALL SIMILAR PLACES <br /> STUDS AND TRACKS CONFORM WITH ASTM C 955. MATERIAL CONFORM WITH ASTM A 653,GRADE 33 FOR 18 U V..N.O. UNLESS NOTED OTHERWISE Z'+ <br /> OR VERT. VERTICAL <br /> GAGE AND LIGHTER,GRADE 50 FOR 16 GAGE AND HEAVIER. GALVANIZED PER G60. SIZES AS NOTED ON V.I.F. VERT C L INSIDE FACE <br /> �`• I� �' <br /> IA <br /> DRAWINGS. V.N.F. VERTICAL OUTSIDE FACE <br /> SPECIAL CONDITIONS W.A.B.O. WASHINGTON ASSOC.OF BUILDING OFFICIALS F] <br /> `Jr, <br /> CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND <br /> BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER <br /> OF ALL FIELD CHANGES PRIOR TO INSTALLATION. <br /> SPECIAL INSPECTIONS AND TESTS <br /> INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT <br /> TESTING AGENCY.THE SPECIAL INSPECTION AGENCY AND SPECIAL INSPECTION <br /> INSPECTORS SHALL BE REGISTERED WITH THE WASHINGT H ASSOCIATION OF OFFICE PARTIAL PLAN Q <br /> BUILDING OFFICIAL(WABO),AND SHALL BE APPROVED BV THE BUILDING OFFICIAL <br /> PRIOR TO CONSTRUCTION. <br /> OTHER INSPECTIONS 1/8— M <br /> co <br /> BY BUILDING OFFICIAL IN ACCORDANCE WITH SECTION 110 OF IBC. }r!\ <br /> •M <br /> W <br /> J <br /> O L Cl) <br /> H 00 <br /> c <br /> Za <br /> � O <br /> o U ♦, <br /> � � w <br /> (E)STUD O W (U) <br /> CD_60OT162-33 CLOSURE <br /> TRACK @TOPENING. = C) <br /> j CD <br /> FASTEN TO BRG. 0. O <br /> STUD FLANGES w/ C 0. 4-0#10 @ 24"oc. <br /> a � (A) � <br /> 3 <br /> S0.1 <br /> (N)T&B TRACK � g1 <br /> N <br /> ADDED BRG.STUD W [� <br /> PER ELEVATION — N <br /> LAP HEADER WEB OVER FASTEN TO(E)FULL m <br /> #10 <br /> (E)STUD.DO NOT CUT. NEW BRG.&(E)FULL H SCREWS T HT STUD @ 24"oc., <br /> 10 <br /> STUD.FASTEN w/3-#10 — Q <br /> hb STAGGEREE D LJ ❑ <br /> SCREWS FA.FLG.EA.SIDE. N <br /> a <br /> PER <br /> HEADER To OVERSIZEXTEND OUGH TO CLOSEST <br /> STUDS BACK-TO-BACK CONDITION U N <br /> PER 4/S2.1 TO EXTEND TO CLOSEST(E) ((� N <br /> STUD PAST THE NEW DOOR N N <br /> 4 OPENING LOCATION. O m <br /> S0.1 H— F Q <br /> (E)WALL STUDS C-3 [� Lj <br /> 3 <br /> TO BE CUT N U J <br /> ADD INFILL STUDS AS REQ'D. FASTEN NEW BRG -- AREA OF WORK Q <br /> (N)6005162-33 (E)STUD STUD TO TRACK w/ r <br /> (TOP OF STUD=TOP 2-#8 SCREWS @ 24" <br /> OF NEW HEADER) STAGGERED. I I Z W W N <br /> (E)STUD.DO NOT CUT. (N)(2)6005162-43 BOXED I I Q <br /> I I J <br /> w/18 GAGE TRACKS ---J Z J F p <br /> TOP&BOTTOM <br /> Q W D1 <br /> #10 SCREWS @ 16"oc J <br /> TOP OF(E)S.O.G. NEW 600T162-33 — F <br /> TRACKw/2-#8 EACH FLANGE W <br /> SCREWS @ 24"oc J C u1 <br /> EA.FLANGE L <br /> Q I <br /> ~ W O <br /> U ❑ In <br /> ROUGH OPENING SIZE W <br /> TO EXTEND TO CLOSEST STUDS SAME ORIENTATION CONDITION Z a <br /> STUD PAST THE DOOR N I <br /> OPENING SIZE Q <br /> ELEVATION n SECTION SECTION KEY PLAN Q Z sheet Q a <br /> NOTES: 1/2"=V-0" `' 3"=1'-0" 3/4"=V-0" <br /> 1.)WALL FINISH BOTH SIDES PER ARCH. Q <br /> 2.) FINAL OPENING DIMENSIONS PER ARCH DRAWINGS.MAX DIMENSIONS ARE SHOWN ABOVE. <br /> W <br /> -_ 3.) MTL.TO MTL.SCREWS:#10 16x1"HWH#3 OR PPH#3,TYP. Z 0 1 <br /> W <br /> c C.7 <br />