Loading...
11-956-009DIED waym A- RE R Hil lt�=_i�W EXISTING BEAM NEW I 11 1 1 - --J, II EXJSTINdJMDWALL I I I 11 11 I CONNECTION: NEW BEAM TO EXISTING BEAM SCALE: 314'= 1'4* "I_Lmv. ca -.4 (MATCH EXISTING) %b 1 #5 T. IN CONC, PILLED BLOCK- lu To A/TCH EX&.• T 2 X 10 SMOOTH FIN. Y10. I- ANO HOOK INTO TIE ;SEAM $ FOUNPATION FASCIA NAILED TO x (SPLICES ALL 5E LAPP EP 50" MIN) RAFTEF, YV 2-16d u 5EE, FOUNDATION PLAN FOR FOR 5PACIN5 v 6ALV. NAILS 0 IL Y41 aOOO P51 PEAROCK CONC;-- 15TUC4.0 SOFFIT KTH:t (SEE FOUNDATION PLAN z FOR SPACING) 5" CONT. VENT IL TYPICAL WALL SECT101 3" CONT SCREENED VENT 1/2" D. SOFFIT-- 11-41 OVERHANG BM-1 I (REFER TO BEAM SCHEDULE FOR REINF. DETAILS) 3.5" x 3.5" STEEL COLUM� (REFER TO DTL. SHT. S-3) N.T.S. LN a EXIST'G FLAT ROOF CUT FASCIA & KEEP EXIST'G TRUSS ANCHORAGE (2) 5/8" THRU—BOLTS U= 332.78# G= 352.5# NU—VUE NVTH 20 7,1 X N.T.S. —STY JD WALL N ST'G CONCRETE WALL FOOTING TO REMAIN %b 1 #5 T. IN CONC, PILLED BLOCK- lu CELL, FROM FOOTIN6 TO TIE SEAM, T k4l 5000 PV. PEA ROCK CONC. I- ANO HOOK INTO TIE ;SEAM $ FOUNPATION N STANDARD ACI. HooK @ EA, END. x (SPLICES ALL 5E LAPP EP 50" MIN) u 5EE, FOUNDATION PLAN FOR FOR 5PACIN5 v 0 IL Y41 aOOO P51 PEAROCK CONC;-- (SEE FOUNDATION PLAN z FOR SPACING) IL IL WOOD \/ENEEP, TO MATCH EXC-. 0 5=>, NO. 41 L DER T'-(PE HORIZ. REINFORiCEMENT lu W @ I&,, O.C. \/EPIT. • iL L 11/2" MIN. RECESS (TYP.) _j J TOP OF SLAB 0 NZ ELEV. +0'-0" -1 Iri -1 m TYPICAL WALL SECT101 3" CONT SCREENED VENT 1/2" D. SOFFIT-- 11-41 OVERHANG BM-1 I (REFER TO BEAM SCHEDULE FOR REINF. DETAILS) 3.5" x 3.5" STEEL COLUM� (REFER TO DTL. SHT. S-3) N.T.S. LN a EXIST'G FLAT ROOF CUT FASCIA & KEEP EXIST'G TRUSS ANCHORAGE (2) 5/8" THRU—BOLTS U= 332.78# G= 352.5# NU—VUE NVTH 20 7,1 X N.T.S. —STY JD WALL N ST'G CONCRETE WALL FOOTING TO REMAIN •