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THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />HATCHED AREAS ARE EXISTING <br />PARTIAL <br />NORTH ELEVATION 3/1611 = 1' 0" <br />1/2" CDX ROOF SHEATHING NAILED PER SHEATHING <br />DETAIL WITH 8D NAILS, USE STEEL PLYCLIPS , GAF <br />UNDERLAYMENT AND GAF SHINGLES <br />SIMPSON HEAT20 STRAPS AT EACH TRUSS <br />POURED IN PLACE, FILL NAIL HOLES WITH <br />10DX1 1/2" NAILS <br />12' 0" n WALL HEIGHT <br />2X4 #2 SPRUCE SUB FASCIA WITH <br />ALUMINUM FASCIA, DRIP AND SOFFIT <br />INSULATED FIXED GLASS WINDOWS <br />MASONRY SILL <br />HATCHED AREAS ARE EXISTING <br />SPRAY FOAM INSULATION <br />R-30 AT BOTTOM OF ROOF <br />DECK IN ALL ATTIC AREAS <br />DOUBLE KNOCK OUT LINTEL BLOCK AT TOP <br />OF WALL WITH 1 - #5 HORIZONTAL REBAR <br />EACH COARSE AND POUR EACH COARSE <br />SOLID WITH 2500 PSI CONCRETE <br />8" PRECAST <br />w <br />z <br />J <br />z <br />3/4" R4.5 TUFF R INSULATION BOARD o v <br />o ❑ <br />3/4" PT FURING @ 16" OC o <br />z <br />w <br />1/2" GYPSUM WALL BOARD 0- <br />V) <br />V) <br />#5 VERTICAL REBAR WITH MINIMUM <br />25" LAP AT LOCATIONS SHOWN ON <br />STRUCK JOINT PAINTED BLOCK FOUNDATION PLAN <br />WALLS TO MATCH EXISTING BUILDING 41�/-- <br />0' 0" n BUILDING FINISH FLOOR <br />GRADE to <br />4" 2500 PSI CONCRETE SLAB, WIRE MESH, 6 MILL <br />VAPOR BARRIER, OVER CLEAN COMPACT TERMITE <br />TREATED SOIL <br />BOTTOM OF FOUNDATION 18"X16" 2500 PSI CONCRETE MONO <br />1' 4" FOOTINGS WITH 3 #5 REBAR ON <br />MINIMUM 12" BELOW GRADE <br />CHAIRS <br />EXTERIOR WALL SECTION DETAIL <br />NOT TO SCALE <br />WEST ELEVATION 3/1611 = 1' 0" <br />5'-O" <br />fl <br />Q� <br />iu <br />�7 <br />°o <br />f <br />ROOF EDGE <br />3 <br />2O <br />3O <br />O <br />O <br />O <br />O <br />4 <br />O <br />RIDGE <br />�Q <br />O I <br />2O O <br />44 O <br />O <br />s <br />9�z <br />0� <br />0 Q <br />HATCHED AREAS ARE EXISTING <br />PARTIAL <br />SOUTH ELEVATION 3/1611 = 1' 0" <br />121 <br />I <br />w <br />m <br />a <br />4 <br />GABLE END <br />5 -o PARTIAL ROOF PLAN <br />OZONE Sd RING SHANK NAILS AT 6" O,C. AT EDGES <br />I ga RING SHANK NAILS AT (o" O.G. INTERMEDIATE <br />ZONES 2� O Sd RING SHANK NAILS AT 6" O.C., 4" O.C, AT <br />ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL <br />NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED <br />AND OCCUR OVER A FRAMING MEMBER. <br />FROOF SHEATHING NAILING <br />NOT TO SCALE <br />DBL 2X4 #2 SPRUCE <br />TOP PLATE <br />1/2" 2'X4' DROP IN CEILING TILE <br />AND METAL GRID SYSTEM. <br />2X4 #2 SPRUCE <br />STUDS 16" OC <br />w <br />z <br />z 1/2" GYPSUM WALL <br />—J BOARD EACH SIDE <br />w <br />o U <br />o ❑ <br />w <br />z <br />w <br />d <br />cn <br />2X4 PT <br />BOTTOM PLATE <br />INTERIOR WALL SECTION DETAIL <br />NOT TO SCALE <br />1 HERB <br />WERE P a� <br />ARE IN CO <br />FLORIDA BUIL <br />FOR 139 MPH WIND <br />P.E. 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