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2 <br />a. <br />00 <br />0 <br />00 <br />0 <br />00 <br />0 <br />N <br />L0 <br />t0 <br />N <br />0) <br />I <br />R <br />00 <br />>I <br />V <br />L <br />U? <br />a� <br />L6 <br />O <br />r- <br />e0 <br />O <br />N <br />co <br />O <br />_j <br />a� <br />Iz <br />r <br />�, <br />u; <br />Q <br />z <br />w <br />J <br />I <br />BLDG. G-ROOF FRAMING PLAN <br />1/4" = 1'-0" <br />f <br />PLAN NOTES: <br />1. ROOF SHEATHING SHALL BE %' PLYWOOD (PANEL SPAN RATING 32/1(b). NAIL 5HEATHIN6 AT <br />ALL FRAMED PANEL E06E5, DIAPHRAGM BOUNDARIES, 5TRUT5, BLOCKING, AND SHEAR WALL5 <br />BELOW W/ 10d @ 6"oc. NAIL SHEATHING AT ALL INTERMEDIATE 5UPPORT5 W/ 10d @ 12"oc, U.O.N. <br />INSTALL PANEL EDGE CLIPS PER GENERAL STRUCTURAL NOTES AT ALL UNFRAMED, <br />UNBLOCKED PANEL EDGE5. <br />2. <br />ROOF FRAMING SHALL BE CONNECTOR —PLATE TRU55E5 (DOUG FIR TOP CHORD) @ 24"oc., <br />U.O.N. TRUSS MANUFACTURER SHALL PROVIDE ALL TEMPORARY AND PERMANENT TRU55 <br />BOTTOM CHORD BRACING AND BRIDGING AND RELATED CONNECTION DETAILS. REFER TO <br />ARGH'L ORAJNINC75 FOR GENERAL TRU55 HEIGHTS $ 6ONFIGURATION5. REFER TO GENERAL <br />STRUCTURAL NOTES FOR OTHER REQUIREMENTS. DE516N TRUSSES FOR TYPICAL TRU55 <br />LOADING AS SHOWN IN THE GENERAL STRUCTURAL NOTES. <br />3. BEAMS SHALL BE (2) 2X8 AND DROPPED BELOW STUD WALL TOP PLATE PER 15/56.01, U.O.N. <br />4. AT AREAS SHADED ON PLAN, CONTRACTOR SHALL INSTALL 2x OVERFRAMING SPACED AT <br />24"oc, MAXIMUM, AND SUPPORTED AT 48" oc, MAXIMUM. <br />5. INSTALL HU (MAX.) HANGER5 AT ALL FLUSH WOOD BEAM -TO -WOOD BEAM CONNECTIONS AND <br />ALL FLUSH SKEWED FRAMING CONNECTIONS, U.O.N. INSTALL HUG HANGER5 AT ALL FLUSH <br />WOOD BEAM -TO -CONTINUOUS P05T CONNECTIONS, U.O.N. HU $ HUG HANGER5 SHALL BE 51ZED <br />TO MATCH NOMINAL DEPTH OF SUPPORTED MEMBERS, U.O.N. <br />6. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TO <br />DESIGN, SUPPLY, AND INSTALL ALL HANGER5 AND SEISMIC BRACING FOR MECHANICAL <br />5Y5TEM5 AND HUNG PIPING (INGLUDING COMBINED MULTIPLE PIPE RUNS) PRIOR TO TRU55 <br />FABRICATION. SEE GENERAL STRUCTURAL NOTE 32 AND MECHANICAL SPECIFICATIONS FOR <br />ADDITIONAL INFORMATION. <br />LEGEND: <br />5TRUGTURAL HALL BELOW TH15 LEVEL <br />❑ P05T BELOW <br />SPAN DIRECTION OF CONN. PLATE <br />TRUSSES (SEE PLAN NOTE 2) <br />OVERFRAMING PER PLAN NOTE 4. <br />6T GIRDER TRU55 <br />GET GABLE END TRU55 <br />— — — — — 2x4 FLAT BLKG. <br />JOHNSON BMUNDINC. <br />15200 52nd Ave. South <br />Suite 300 <br />Seattle, WA 98188 <br />Phone 206.766.8300 <br />www.johnsonbraund.com <br />ARCHITECTURE <br />INTERIOR DESIGN <br />Greg L. Allwine, AIA <br />Jeffrey A. Williams, AIA <br />COUGHLIN <br />PORTER <br />LUNDEEN <br />801 SECOND AVENUE - SUITE 900 <br />SEATTLE, WA 98104 <br />P: 206/343-0460 <br />F: 206/343-5691 <br />A CONSULTING <br />STRUCTURAL AND CIVIL <br />ENGINEERING CORPORATION <br />WA�l�� <br />v — <br />3 G� <br />01/25/11 <br />0 <br />EL <br />U <br />0 <br />0 <br />ISSUE DATE: Issue Date <br />z <br />J <br />m <br />0 <br />co <br />a= oM <br />r <br />3 <br />Z 7 d d <br />W Lu <br />■� 0 U U iorn� <br />Qd J j; Q <br />OLO' <br />— 00 S: to <br />//i���,■ <br />LU !Y N Z > d <br />O Z O N N <br />■ > o <br />a O iE -ma <br />PROJECT #: S182046-03 <br />DRAWN BY: JAT <br />CHECKED BY: CMP <br />BLDG. G-ROOF <br />FRAMING PLAN <br />S2nl6m <br />PERMIT 9/28/18 <br />