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SCOPE <br /> DESIGN AND DETAILS FOR TRUSS MODIFICATION, <br /> CONSTRUCTION IS TO FOLLOW THIS DOCUMENT AND STANDARD INDUSTRY PRACTICES. <br /> MATERIALS <br /> WOOD; SPF NO. 2 <br /> LAS <br /> SNOW LOAD; 35 PSF <br /> ROOF DEAD LOAD; 10 PSF NOTE: USE SIMPSON A35 OR EQUVELENT TO <br /> LIVE LOAD; 40 PSF ATTACH NEW RAFTERS TO 2x6 BEARING <br /> DEAD LOAD; 15 PSF <br /> BLOCK 4' GAP SE1LID & NAIL <br /> WITH (4)10d EACH SIDE <br /> (6) 10d NAILS <br /> C3>I 2x6 <br /> iiiiii <br /> millieddidobbi\b. <br /> -...01111111.'1110011.31.6111111 . <br /> . 111.1111111111 <br /> (2) 2x6 Orr , <br /> 1 <br /> (4) lOd NAILS <br /> \ \ USP RT15 OR SIMPSON H-1 <br /> (2) 2x6 AS SHOWN BELOW <br /> I(6) 10d NAILS <br /> L(4) 10d NAILS �y ' <br /> �; I 1,1 ,_ s <br /> SUPERVISION AND THAT I AM A DULY LICENSED NEW 2x10 <br /> PROFESSIONAL ENgINEER UNDER THE LAWS OF THE 10d NAILS STAGGERERED AT 6" O.C. <br /> STATE OF IvIINNESEITini AT EACH TRUSS SUPPORTING DORMER <br /> HEADER BEARING POINTS ONLY <br /> I HEREBY CERTIFY THAT THIS PLAN, SPEC FICATION, OR <br /> REPORT WAS PREPARED BY ME OR UNDEF MY DIRECT <br /> DATE 112, 15/0 0 EG Q). 26181 il TRUSS MODIFICATION <br /> 10 ,11111rn . . 2 -4., 1; <br /> TRUSS MODIFICATION c°03T°N6875 ULTEIG <br /> 540 OLD CRYSTAL BAY DRAWN BY ENGINEERS INC, S _ 1 <br /> vigammtp <br /> LONG LAKE, MN <br /> SC 5201 East River Road Suite 30: <br /> CHECKED BY NI <br /> Minneapolis, MN 55421 <br /> r0/15/03 <br /> for GARY FUNK DS Phone 763-571-2500 Fax 763-571-1168 <br />