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, ( � <br /> Marshall Me�d. PE REVISIONS SHEET NUMBER 2 <br /> 23961 Raleigh St <br /> Lake Forest, CA 92630 � FILE NUMBER 11-035 <br /> 949-413-4987 <br /> Freestanding Garage Structure � DATE May 9, 2011 <br /> SPECIFICATIONS <br /> ROOF <br /> PITCH 6:12 at pitched Flat at Well p4L��Srj <br /> Live Load 20.0 y�'���of W � <br /> Snow Load 25.0 o3�n <br /> RoofingMaPl+waterprt 7.0 <br /> Sheathing 3.0 ���� <br /> Roof Trusses' 3.0 <br /> Drywall Ceiling 2.0 <br /> Insulation/Misc 3.0 . <br /> Total D.L: 18.0 �Y O 5 �� <br /> M�Y ��1 2011 <br /> 1.Designed Wood Trusses(By Olhers) <br /> CRITERIA: 20091.B.C. <br /> TIMBER: West Coast Douglas Fir DF CONCRETE: (Strength @ 28 days) <br /> 2x Studs: Contin. Faotings fc=4,500 psi <br /> Construction Fb=1,000 psi Slab on Grade Pc=4,000 psi <br /> DF No. 2 Fb= 900 psi <br /> DF No. 1 Fb=1,000 psi <br /> DF SS Fb=1,500 psi <br /> 2x;4x Rafter, Ceiling &Floor Joists, REINFORCING STEEL <br /> Beams&Headers Grade-60 Rebars u.o.n. <br /> DF No. 2 Fb= 900 psi <br /> DF No. 1 Fb=1,000 psi STRUCTURAL STECL <br /> DF SS Fb=1,500 psi WF 8eams Fy=50 ksi, ASTM A-572 <br /> TS Columns Fy=46 ksi, ASTM A-500 <br /> 6x or larger Beams 8 Headers Pipe Fy=35 ksi, Grade B types <br /> DF No. 1 Fb=1,350 psi E or S, ASTM A-501 <br /> DF SS Fb=1,555 psi <br /> MASONRY <br /> Glue Laminated Beams Hollow Concrete Units(CMU) <br /> Type 24F Fb-2,400 psi Type S Mortar, fc=2,000 psi min. <br /> 1-1/2"plies Grade N fm=1,500 p�i (soiid grouted) <br /> Parallam PSL Fb=2,800 psi <br /> ASSUME 1,000 PSFso/l bearing <br /> S:lMarshalMAJM�BreIt LeeV71-035 Load Sheetdoc �17�/ <br /> .� <br />