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HomeMy WebLinkAbout34.3 - Details and SectionsLALLY COL (PER PLAN) CONCRETE FOOTING — (PER PLAN) CONCRETE a 4 . a a. a EXISTING SECTION A -A SLAB — SEE NOTE'1' ELEVATION VIEW NOTES: (N.T.S.) 1. SAWCUT HOLE IN EXISTING SLAB FOR EXCAVATING FOR NEW FOOTING. SIZE MUST BE ADEQUATE TO CONSTRUCT NEW FOOTING, BUT DOES NOT HAVE TO MATCH FOOTING SIZE. FOOTING TO BE PLACED FIRST, AND THEN SLAB TO BE POURED BACK AROUND NEW LALLY AS A SEPARATE POUR I BEARING OF NEW LALLY FTG ON NEW CONCRETE FOOTING Y4 11 = 1 1-011 2x4 VERT. EACH SIDE OF RIDGE BEAM ^RIDGE BEAM ROOF SHEATHING --� h(�IIIII'II��/ (7) - I OD NAILS AT EACH END ++++++ I I N+++++++ G— SEE NOTE \ ROOF RAFTER PER PLAN NOTE: ATTACH OPPOSING RAFTERS BELOW RIDGE BEAM WITH 2 x 6 COLLAR TIE AT 16" O.C. I� STRUCTURAL RIDGE BEAM SISTER EXIST. 2 x 6 WITH NEW 2 x 6 RAFTER AT 16-O.C. (SANDWICH NEW CEILING JOIST IN BETWEEN EXISTING AND NEW RAFTERS) NEW (2) 1g/" x 117/" LVL RIDGE BEAM NEW \ \ 2x 0 m CEILING JOIST N 1 H2.5 TIE RESIDENTIAL STRUCTURAL CIVIL SITE DESIGN P.O. BOX 716 ORLEANS, MA 02653 _ EACH RAFTER y PH: (508)-776-6804 email: lasbadera@gmail.com LIVING g f U ERA, JR. J I a ` I x FIREPLACE w I— z O 4 ZN ry NEW 2 x 4 BEARING WALL WITH Y," PLYWOOD (ONE SIDE) EXISTING KITCHEN BEAM KITCHEN (2) 1%" x 7Y4" BLOCKING IN FLOOR UNDER NEW POST ABOVE. (PROVIDE BC40 FROM POST TO BLOCKING) i NEW CONC. NEW CONC. — — L _FOOTING _ J L _FOOTING _ J PROPOSED SECTION A -A Y4 11 = 1 1-011 PERMIT SET BADERA ENGINEERING, L.L.C. RESIDENTIAL STRUCTURAL CIVIL SITE DESIGN P.O. BOX 716 ORLEANS, MA 02653 PH: (508)-776-6804 email: lasbadera@gmail.com f U ERA, JR. CIVIL No. 41715 Q°�FFoiSTea���`` SS�ONAL EAG .`SIL Q w I— O ZN ry W w • • W U p Q Q Z O ZC•//�•' 0 W U LL W W 0 W CO ct < c)) No. REVISION/ISSUE DATE THESE PROJECT DRAWINGS, INCLUDING THE NOTES AND DETAILS, ARE THE SOLE PROPERTY OF BADERA ENGINEERING, L.L.C. ANY USE WITHOUT PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. © COPYRIGHT - BADERA ENGINEERING, L.L.C. DRAWING SHEET NAME: LIVING ROOM CEILING RENOVATION DETAILS & SECTIONS PROJECT No. SHEET NO. S200 ATE: DATE: 03/19/2012 2 OF: 2 SCALE: %41 = 11-011