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7 <br />FRAMING [ON SCHEMATIC PLAN, THE CRITICAL CASE ARE THE ONES WITH *] <br />M1: <br />Given: <br />L =17.0 ft DLr =15.0 psf W =1.50 kip <br />TW =3.0 ft Lr =20.0 psf <br />w DL = DLr * TW =15 /1000 *3.0 =0.045 klf <br />w Lr = Lr * TW =20 /1000 *3.0 =0.060 klf <br />P DL = W / 2 =1.5 /2 =0.75 kip X =8.5 ft <br />USE <br />GRADE:DFL #2 <br />SIZE:6x12 <br />[See Enercalc] <br />M2: <br />Given: <br />L =17.0 ft DLr =15.0 psf W =6.50 kip <br />TW =5.0 ft Lr =20.0 psf <br />w DL = DLr * TW =15 /1000 *5.0 =0.075 klf <br />w Lr = Lr * TW =20 /1000 *5.0 =0.100 klf <br />P DL = W / 4 =6.5 /4 =1.63 kip X =8.5 ft <br />USE <br />GRADE:PSL 2.2E <br />SIZE:3 1/2x14 <br />[See Enercalc] <br />M3: <br />Given: <br />L =17.0 ft DLr =15.0 psf DLw =10.0 psf <br />TW =1.33 ft Lr =20.0 psf <br />TW2 =5.0 ft DL =10.0 psf <br />H =8.0 ft LL =10.0 psf <br />w DL = DLr * TW + DL * TW2 + DLw * H <br />w DL = (15 *1.33 +10 *5.0 +10 *8.0 ) /1000 <br />w DL =0.15 klf <br />w Lr = Lr * TW =20 /1000 *1.33 =0.027 klf <br />w LL = LL * TW2 =10 /1000 *5.0 =0.050 klf <br />HOLD- 420 W 17th <br />St3/7/2025