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16'8'SCALE:4'2'1' TRUSS/BRACING PLAN LEGEND 17128782888888881- 48’ 3090 R.C. TRUSS- 48' END RAFTER ASSEMBLY- 36' 4090 S.C. TRUSS- 1 1/2"x16" LVL RAFTER (2800 Fb)- 2x10 RAFTER (NO.1 SYP)- 10' GABLE PORCH FRAME- 2x4 TRUSS TIES- 2x6 DIAGONAL END BRACES (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL)- 2x6 FLAT TRUSS TIE CENTERED IN BUILDING92789569911111113333444TRUSS/BRACING PLAN40'-0"8'-0"12'-0"8'-0"4'-0"4'-0"27'-10 1/2"98888885555557'-10 1/2"7'-10 1/2"8'-0"15'-10 1/2"8'-0"23'-10 1/2"8'-0"31'-10 1/2"8'-0"39'-10 1/2"8'-0"47'-10 1/2"8'-0"55'-10 1/2"8'-0"63'-10 1/2"8'-0"71'-10 1/2"7'-10 1/2"79'-9" <br />0'-0"8'-1 1/2"8'-1 1/2"8'-0"16'-1 1/2"8'-0"24'-1 1/2"3'-10 1/2"28'-0"7'-10 1/2"20'-0" <br />4'-10 1/2"I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA. _____________________________________________CORY MICHAEL BYRDDATE:________________ LICENSE NUMBER: 55608EXISTING15'x10'x50'BUILDINGEXISTING36'x14'x50'BUILDINGEXISTING23'x16'x52'BUILDINGEXISTING14'x9'x25'BUILDING2S6JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDMONTICELLO, MN059-089336RIC HAUGLAND <br />ELK RIVER, MN <br />RKS7/2/2019--------S2----------------NOTCHECK <br />EDTARGET DATE:S9