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0 <br />N <br />Q <br />F-1 F-1 <br />LJ LJ <br />4. 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 />5. 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 />REFERENCE <br />NORTH <br />�w ( <br />UPPER LEVEL <br />1/4" = 1'-0" 2,953 S.F. Finished <br />02017 SKD Architects <br />New Residence for: <br />Revision <br />ZL 07/26/18 BIDSET CHANGES <br />2655 North Shore Drive �� <br />2655 North Shore Drive <br />Orono, Minnesota <br />arc ects <br />11140 Highway 55, Suite A <br />Plymouth, MN 55441 <br />763.591.6115 <br />Comm 1323.00 <br />Date 07/24/18 <br />Drawn R.H., B.D. <br />UPPER LEVEL <br />Sheet No. <br />A4 <br />DESIGN BY OTHERS FOR THE FOLLOWING LOADS (TYP. U.N.O.):gRG. <br />BEARING WALL <br />3. ACOUSTIC INSUL. IN WALLS AROUND ALL BATHS & BEDROOMS. <br />® TOP CHORD - <br />4. EXTERIOR DIMENSIONS ARE TYPICALLY TO OUTSIDE <br />SNOW LOAD= 35 PSF <br />CLOSET BY CLOSET SUPPLIER <br />FACE OF STUD. OTHER DIMENSIONS ARE TO CENTERLINE <br />DEAD LOAD= 12 PSF <br />• BOTT. CHORD - <br />OF INTERIOR WALLS OR WINDOWS OR FRAME TO FRAME <br />DEAD LOAD= 8 PSF <br />OF WINDOWS. SEE DETAILS. <br />DESIGN CRITERIA: <br />X POINT LOAD FOR BRG. ABOVE <br />5. INTERIOR DOORS ARE TYPICALLY 3 STUDS FROM <br />• MAX. VERT. DEFLECTION (SL)= SPAN/360 OR 1.25" (WHICHEVER <br />■ SOLID BLOCKING FOR <br />ADJACENT WALL OR CENTERED ON HALL/OPENING. <br />IS MORE STRINGENT) <br />BEARING ABOVE <br />• MAX. VERT. DEFLECTION (TL)= SPAN/240 OR 1.75" (WHICHEVER <br />6. BEAMS ARE FLUSH WITHIN CLG. UNLESS NOTED AS <br />IS MORE STRINGENT) <br />DROPPED. NUMBER OF MEMBERS TO BE VERIFIED (2 MIN.) <br />SEE SECTIONS FOR END CONDITIONS AND TRUSS CONFIGURATIONS. <br />7. SEE STRUCTURAL NOTES FOR BALANCE OF INFORMATION. <br />GC TO VERIFY THAT TRUSS FRAMING LAYOUT SHOWN IS FEASIBLE <br />WITH TRUSS SUPPLIER PRIOR TO CONSTRUCTION. <br />8. PROVIDE INFLOOR HEAT AT C.T. FLOORS @ MASTER. <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 />3. 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 />4. 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 />5. 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 />REFERENCE <br />NORTH <br />�w ( <br />UPPER LEVEL <br />1/4" = 1'-0" 2,953 S.F. Finished <br />02017 SKD Architects <br />New Residence for: <br />Revision <br />ZL 07/26/18 BIDSET CHANGES <br />2655 North Shore Drive �� <br />2655 North Shore Drive <br />Orono, Minnesota <br />arc ects <br />11140 Highway 55, Suite A <br />Plymouth, MN 55441 <br />763.591.6115 <br />Comm 1323.00 <br />Date 07/24/18 <br />Drawn R.H., B.D. <br />UPPER LEVEL <br />Sheet No. <br />A4 <br />