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SHED ROOF BELOWPRT HGT WALLOUTLINE OF <br />ROOF ABOVE <br />PRT HGT WALLVAULTED ROOF TRUSSES <br />VAULTED ROOF GIRDER TRUSS <br />VAULTED ROOF TRUSSES <br />FLAT ROOFINSET DORMERW/ SLEEPERSOVER SECONDFLOOR TRUSSESUPPER FLOOR PLANNOT TO SCALE1VAULTED ROOFTRUSSES (700 LBHANGERS)VAULTED ROOF GIRDER TRUSS <br />VAULTED ROOF TRUSSES MAIN FLOOR FRAME WALL BELOWROOF <br />TRUSSES <br />VAULTED ROOF <br />TRUSSES <br />ROOF <br />TRUSSES <br />FLATCEILINGSHED <br />ROOFFLATCEILINGFLATCEILINGBELOWVARYING BOTTOM <br />ROOF TRUSSES FLUSH (2)20" OR (3)16" LVL(3)(3)FLUSH (2)9.25" LVL <br />FLUSH (2)9.25" LVL R=2K(2)(2)(2)7.25" LVLR=2KR=2K(2)(2)DROPPED (3)14" LVL(3)(3)+DROPPED(2)9.25" LVLUNO, ALL HEADERSARE TO BE (2)2x8 MINW/ (1) BRG & (1) KINGSTUD EACH END(2)(2)(2)9.25" LVL(2)+(3)GTAWSP BRACE LINEREQUIRED LENGTH= 10'-3" < 10'-7"PROVIDED1WSP BRACE LINEREQUIRED LENGTH= 16' < 19' PROVIDED(NO HORIZ BLKG REQD)B6'-1" PANEL13'-2" PANEL WSP BRACE LINEREQUIRED LENGTH= 10'-3" < 19'-3"PROVIDED4'-6" PANEL <br />3'-4" PANEL <br />CA 33" <br />3'-8" PANEL <br />CA 40"2(2+) TALL 2x6 KING STUDSBETWEEN WINDOWS & ATOUTER ENDS TYP3'-9" PANELCA 3'-6"6'-3" PANEL9'-3" PANEL10'-5" PANEL4'-3" PANEL2'-3" PANEL> 2' MIN2'-3" PANEL> 2' MINCS-WSP BRACE LINEREQUIRED LENGTH= 13'-6" < 19'-2 PROVIDED(NO HORIZ BLKG REQD)GA12' <br /> PANEL16'-4" PANELG2G127'-5" PANELCUST WSPBRACE LINEGBWSP BRACE LINEREQUIRED LENGTH= 12'-4" < 14'-11"PROVIDEDCUSTOM WSPBRACE LINE3'-3" PANELCA 32"5'-8" PANEL6'-7" PANELSHEETROCKOVER OSB/PLYWOOD13'-10" PANEL15' PANELWSP BRACE LINEREQUIRED LENGTH= 14'-4" < 28'-10"PROVIDED (NO HORIZBLKG REQD)(3)14" LVLR=2KGT OR FLUSH (2)14"LVL OR (3)11.25" LVL(2)2x6 TSL/LSL WALL STUDS@ 16" O.C. FOR 15'+/- TALLSPORT COURT WALLSIMPSON OR EQUAL MSTC28 STRAP FROM(2) FULL HEIGHT STUDS ABOVE ACROSSFLOOR SPACE TO (2) FULL HEIGHT STUDSBELOW @ EACH END OF EACH SHEARWALL PANEL (4 STRAPS TOTAL ON BL G2)(2)+(3)(2)+(3)(2)+(3)(4)20" LVL SHED RIDGE BEAMSHED ROOFRAFTERSSTEEL W24x103 (9" WIDE) OR W27x94 <br /> (10" W <br />IDE)RIDGE BEAM (SEE DETAIL ON S4)(3)18" LVL HIP BEAMROOFRAFTERS(3)(3)ROOFRAFTERSROOFRAFTERSROOFRAFTERS(3)9.25" LVLSHED STRINGER(3)14" LVL RIDGE BEAM(SEE DETAIL ON S4)ROOFRAFTERSR=5KUNO, ALL GARAGE ROOF RAFTERSARE 2x10 @ 16" O.C. UP TO 14' LONG(500 LB HANGERS UNO) & 2x10@ 8" O.C. OVER 14' (750 LB HANGERS)R=5KR=5KR=5K(3)18" LVL HIP BEAMR=10KROOFRAFTERS7x7 PSLCOL7x7 PSLCOLFLAT BOTTOMROOF TRUSSESSIMPSON OR EQUAL MSTC52 STRAP FROM (2) FULL HEIGHTSTUDS ABOVE ACROSS FLOOR SPACE TO (2) FULL HEIGHTSTUDS BELOW @ EACH END OF WALL PANEL ON BL GA)BALLOON FRAME GABLEEND WALL W/ 2x8 TSL/LSLSTUDS @ 8" O.C.(3)9.25" LVLSHED STRINGERR=5KR=5K(1)+(2)(1)+(2)(1)+(2)(1)+(2)(3)(3)(3) BEARING STUDSBETWEEN RIDGE &HEADERCEILING ELEV =127'-4"+/-CUSTOM STEELSADDLE PLATEHANGER (10K)STEEL TUBE OR PLATESHIM TO FLANGEGABLE RIDGEELEV = 129'+/-LVL (SEE PLAN)STEEL I-BEAM(SEE PLAN)ELEV = 129'-5.5"+/-MAIN RIDGEELEV = 132'-7"+/-2x10 RAFTERS2x6 CRIPPLE WALLBOLTED TO TOP OFBEAM W/ 0.5" BOLTS@ 32" O.C. STAGGERED2x4 KICKERBRACES @ 48" O.C.GYM RIDGE DETAIL5"2"6"2"5.25" INSIDELVL (SEE PLAN)0.375" THICK PLATE EACHSIDE OF LVL & BOTTOMPLATE W/ (2)0.5" DIAM THRUBOLTS, WELD PLATES TOSTEEL BEAM WEB3/16"10"3/16"5"Project Name:Manchester ResidenceProject #:24-005Site Address:210 Bederwood DrivePage S4 of S6Orono, MNI hereby certify that this plan,specification, or report wasprepared by me or under mydirect supervision and that I ama duly licensed professionalengineer under the laws of thestate of Minnesota.Craig Oswell, PE (MN #42341) 5/31/2024Client Name:David Lund DesignISSUED FOR CONSTRUCTIONOswell Engineeringand Consulting, L.L.C.1901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.comUPPER FLOOR PLAN(NOT TO SCALE)REVISED 5-31-24: SPORTCOURT ROOF ADDED