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5. INTERIOR DOORS ARE TYPICALLY 3 STUDS FROM <br />ADJACENT WALL OR CENTERED ON HALL/OPENING. <br />6. BEAMS ARE FLUSH WITHIN CLG. UNLESS NOTED AS <br />DROPPED. NUMBER OF MEMBERS TO BE VERIFIED (2 MIN.) <br />7. SEE STRUCTURAL NOTES FOR BALANCE OF INFORMATION <br />E <br />0 <br />0 <br />N <br />Q <br />PURPOSES ONLY. GC TO VERIFY JOIST DEPTH AND SPACING WITH <br />JOIST SUPPLIER PRIOR TO CONSTRUCTION. <br />NOTE OY <br />11 7/8" DEEP TJI JOISTS AT 16" O/C <br />DESIGN BY OTHERS FOR THE FOLLOWING LOADS (TYP. U.N.O.): <br />• LIVE LOAD= 40 PSF <br />• DEAD LOAD= 20 PSF <br />DESIGN CRITERIA: <br />• MAX. VERT. DEFLECTION (LL)= SPAN/480 <br />• MAX. VERT. DEFLECTION (TL)= SPAN/240 <br />JOIST DEPTH AND SPACING NOTED IS FOR PRELIMINARY PRICING <br />PURPOSES ONLY. GC TO VERIFY JOIST DEPTH AND SPACING WITH <br />JOIST SUPPLIER PRIOR TO CONSTRUCTION. <br />CAP A: TYP. AT 3 -LVL BRG. AT TERRACE ROOF: <br />'CCQ66SDS2.5" COL. CAP U.N.O. <br />("ECCQ66SDS2.5" AT END CONDITIONS) <br />BLOCK SOLID AT COLUMNS <br />SPLICE BEAMS AT COLUMN/ CAP <br />CENTERLINES AS REQ'D. <br />CAP B: "CC046SDS2.5" COL. CAP TOP <br />AND 'DTT2Z" HOLDOWN BOTT. <br />W/ 1/2" 0 A.B. (+ HOOK) EMBEDDED <br />12" INTO CONC. FDN. WALL <br />• MAX. VERT. DEFLECTION (SL)= SPAN/360 OR 1.25" (WHICHEVER <br />IS MORE STRINGENT) <br />• MAX. VERT. DEFLECTION (TL)= SPAN/240 OR 1.75" (WHICHEVER <br />IS MORE STRINGENT) <br />SEE SECTIONS FOR END CONDITIONS AND TRUSS CONFIGURATIONS. <br />GC TO VERIFY THAT TRUSS FRAMING LAYOUT SHOWN IS FEASIBLE <br />WITH TRUSS SUPPLIER PRIOR TO CONSTRUCTION. <br />PLAN NOTES: <br />1. PROVIDE "H2.5A" ANCHORS BY "SIMPSON" OR APPROVED <br />EQUAL AT EA. TRUSS BRG. LOCATION ("HTS20" TWIST STRAPS <br />AT GIRDER TRUSS LOCATIONS). <br />2. ALL BEAM AND TRUSS CONNECTIONS TO GIRDER TRUSSES <br />ARE TO BE DESIGNED BY THE TRUSS SUPLIER. <br />STEEL BEAM -STEEL BEAM CONNECTIONS ARE TO BE <br />DESIGNED BY THE STEEL SUPPLIER FOR LOADS SHOWN <br />THUS "R= " ON PLAN (SERVICE LOADS). <br />WOOD BM. -WOOD BM. AND WOOD BM. -STEEL BM. CONNECTIONS <br />ARE TO BE DESIGNED BY THE WOOD SUPPLIER FOR LOADS SHOWN <br />THUS "R= " ON PLAN (SERVICE LOADS). <br />ROOF TRUSS -BEAM CONNECTIONS TO BE DESIGNED BY THE TRUSS SUPPLIER. <br />GC TO COORDINATE CONNECTION REQUIREMENTS AT STEEL BEAMS <br />WITH STEEL SUPPLIER (WOOD BLOCKING AT FLANGES, NAILER CONFIG., ETC.). <br />■ SOLID BLOCKING FOR <br />BEARING ABOVE <br />11 7/8" TJI'S IN THIS AREA. <br />SET FLUSH BOTTOM. <br />DESIGN BY OTHERS FOR <br />DEAD LOAD= 35 PSF <br />(SEE TYPICAL FLOOR JOIST <br />NOTE FOR BALANCE OF INFORMATION) <br />Cl: <br />5-1/4"x5-1/4" PSL TO BM. BRG. <br />+ (1) 2x FULL WALL HT. <br />C2: <br />HSS 4x4x1/4 <br />BASE: 10'x10"x3/4" BASE PLATE <br />SEE SECT. 35/S2 <br />CAP: SEE SECT. 38/S2 <br />C3: <br />HSS 5x5x3/8 <br />SEE ELEV 17/A6 & 20/S2 <br />C4: <br />HSS 3x3x1/4 <br />BASE: 9"x9"x3/4" BASE PLATE <br />SEE SECT. 35/S2 <br />CAP: SEE SECT. 38/S2 <br />02017 SKD Architects <br />New Residence for: <br />REFERENCI <br />NORTH <br />4 <br />Revision Comm 1323.00 <br />ZL 07/26/18 BIDSET CHANGES Date 07/24/18 <br />ZL ??/??/?? MISC. CHANGES Drawn R.H., B.D. <br />2655 North Shore Drive A. <br />>� MAIN LEVEL <br />2655 North Shore Drive A Sheet No. <br />Orono,Minnesota A3 <br />