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PROPOSED SOUTH ELEVATION 1/4" = 11 O1l <br />1/2" CDX OR -1/16" 085 ROOF SHEATHING <br />NAILED PER ROOF SHEATHING, DETAIL <br />WITH 8D IRS NAILS, USE STEEL PLYCLIPS <br />AND 030 FELT WITH SHINGLES <br />2X4 e2 SPRUCE SUB FASCIA <br />WITH ALUMINUM SOFFIT, FASCIA <br />AND EAYE DRIP <br />2X4 02 PINE TOP AND <br />BOTTOM CORD RAFTER <br />FRAMING <br />151 oil <br />FOUNDATION PLAN 1/411 = 11 OII <br />EXTERIOR 2X6 <br />WOOD FRAME WALL <br />21011 2XIO 02 PINE LEDGER ATTACHED <br />TO FACE OF WALL WITH (2) 1/2"X5" <br />T.B.V, LAG BOLTS IN EACH STUD IN WALL <br />SIMPSON U24 HANGERS AT EACH RAFTER <br />TO 2XIO LEDGER , FILL NAIL HOLES WITH <br />IOD X 1 1/2" NAILS, TOE NAIL TOP CORD <br />OF RAFTERS TO LEDGER WITH (2) 161) NAILS <br />ROOF SECTION DEVIL 11 8 II <br />NOT TO SCALE <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT, 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 />N <br />ENGINEERED ROOF <br />TRU88E5 m 24" OC <br />IX4 02 PINE OR BETTER LATERAL BRACING <br />ATTACHED TO BOTTOM CORD OF TRUSSES <br />WITH (2) 12D NAILS a 24" OC <br />DOUBLE 2X6 02 PINE / <br />OR BETTER TOP PLATE <br />(3) 2X10 e2 PINE WITH 1/2" PLYWOOD <br />FILLER HEADER OVER ALL WINDOW <br />AND DOOR OPENINGS <br />1/2" 4301 ALL THREAD ROD LOCATION WITH 5/8"XT <br />REDHEAD EXPANSION (1/2"BOLT SIZE) IN SLAB AT <br />BOTTOM. USE 1/2" COUPLING NUT TO SECURE ROD <br />TO EXPANSION BOLT, ROD TO EXTEND THROUGH <br />TOP PLATE WITH 1/2"X2"X2" SQUARE WASHER AND _ <br />NUT AT TOP. PLACE RODS AT ALL CORNERS, <br />EACH SIDE OF OPENINGS AND SPACED MAXIMUM <br />72" OC <br />12 <br />3 <br />WALL HEIGHT <br />HEADER e WINDOW <br />PROPOSED WEST ELEVATION 1/411 = 11 OII <br />UsE, . <br />2X6 02 PINE OR BETTER <br />HORIZONTAL BRACING <br />PLACED AT S' O" ABOVE <br />FINISH FLOOR <br />SHEET EXTERIOR OF WALL WITH 1/2" CDX <br />PLYWOOD OR "1/16" 05B NAILED 3" OC <br />ON TOP AND BOTTOM PLATES AND 4" / <br />OC ON VERTICAL STUDS, COVER WITH <br />TYVEK HOUSE WRAP AND VINYL SIDING <br />INSTALLED PER MANUFACTURES 5PEC5 <br />TYPICAL 4 CONCRETE SLAB WITH WIRE MESH <br />OR FIBER MESH AND 6 MILL VISQUEEN OVER <br />CLEAN COMPACT TERMITE TREATED 501L <br />2X6 P.T. BOTTOM PLATE <br />PROPOSED EAST ELEVATION 1/411 = 11 o11 <br />112" CDX OR '1/16" OSB ROOF SHEATHING <br />NAILED PER ROOF SHEATHING DETAIL <br />WITH SD IRS NAILS, USE STEEL PLYCLIPS <br />AND 030 FELT WITH SHINGLES <br />USE (1) SIMPSON HIO CLIP AT ALL <br />TRUSSES TO WOOD WALLS, FILL NAIL <br />HOLES WITH IODX 1 1/2" NAILS, <br />2X4 e2 SPRUCE SUB FASCIA <br />WITH ALUMINUM SOFFIT, FASCIA <br />AND EAYE DRIP <br />n. I..Al I U1=1rLlT <br />16"X16" MONO FOOTING WITH <br />(2) e5 REBAR ON CHAIRS 6n II 4n <br />5UILDING WALL SECTION DETAIL 11 ,411 <br />NOT TO $GALE <br />F- - - - -- --------------------- <br />I <br />EXISTING <br />LIVING AREA <br />II <br />,I <br />I <br />I t <br />I I <br />I I <br />I I <br />I I <br />t <br />i <br />t <br />'. . <br />EXISTING BLOCK WALL <br />EXI5TING-c <br />UTILITY ROOM <br />EXISTING WOOD WALL <br />EX16TING <br />LIVING AREA <br />EXISTING ELECTRICAL <br />METER LOCATION <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />t <br />I <br />t <br />I, <br />I <br />t I <br />` — — — — — — — — — — — — — — — — — — — — - — — — — J <br />ROOF OVER HANG <br />EXISTING SOUTH <br />END FLOOR PLAN 1/411 = 11 O11 <br />REWEW- <br />0AM, <br />i <br />C17-Y OFs� <br />PLANS <br />LS <br />EXAMINER <br />�Pf�-1�32�2 <br />�2o III` <br />Omeavt4 Cen'�iafi <br />v / / /_/ <br />/EXI5TING-c <br />///V/ <br />TILIT`1' ROOM <br />EXISTING WOOD WAL <br />I <br />EXISTINCx <br />LIVING AREA /EXISTINGs / <br />/LIVINGc AREA <br />I/r <br />I r <br />I <br />t <br />ROOF OVER HANG <br />ALL WORK SMALL COMPLY WITH ALL <br />PREVAILING CODES, FLORIDA BUILDING <br />CODE, NATIONAL ELECTRIC CODE AND <br />18" o" CITY OF ZEPHYPIIIL.LS ORDINANCES <br />• oil 3'0"X6`8" • <br />RELOCATE METER TO��� <br />BACK CORNER SEE <br />ELECTRICAL PLAN <br />2X6 WOOD WALLS J <br />V <br />*yy <br />X6 WOOD WALLS <br />• WORK SHOP • <br />OPEN TO ABOVE <br />NO FINI5H ON INTERIOR <br />OF WORK ADDITION <br />• <br />1/2" A301 ALL THREAD ROD LOCATION WITH 5/8"Xl" <br />REDHEAD EXPANSION (1/2"50LT SIZE) IN SLAB AT <br />BOTTOM. USE 1/2" COUPLING NUT TO SECURE ROD <br />TO EXPANSION BOLT. ROD TO EXTEND THROUGH <br />TOP PLATE WITH 1/2"X2"X2" SQUARE WASHER AND <br />NUT AT TOP. PLACE RODS AT ALL CORNERS, <br />EACH SIDE OF OPENINGS AND SPACED MAXIMUM <br />-12" OC <br />• • I <br />• 3'OnX6'Sn e • • <br />23 5H 23 5H <br />I <br />I <br />- — — — — — — — — — — — — — — — — — — — — — — J <br />I - all 2' 411 <br />AV Ale <br />I5' O" <br />PROPOSED SOUTH <br />END FLOOR PLAN 1/411 = 11 ^11 <br />ALL NEW EXTERIOR WALLS ACT AS SHEAR WALLS <br />THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY <br />WITH ALL OF THE LOADING REQUIREMENTS OF " SECTION SO3 - STRUCTURAL" <br />OF THE FLORIDA BUILDING CODE 2001 - EX15TING BUILDING AND 200E <br />5UF'PLEMENT5 <br />Mas <br />I HEREBt��C� TV#A'f'I-Id Vj RhLe'u'LIANCEWED <br />THE ATTAC1 ED <br />DESIG D FOUND III J WITH CHAPTER <br />I&, SE O IC J9 OF HE FLO ILI NG CODE AND ASCE <br />1-10 F'9R ,4 MPH SF� ISK CA7 a it AND TI•IE ENTIRE <br />2010-i�- o IMA BUILDING RE4PV1tML <br />�� 11t ,N � NO. 38b5A <br />g4exrex� , FL 33526 <br />m <br />ru <br />z L <br />Z 9i m <br />0 0 1,31 1'! N <br />0 <br />O <br />� Z -1N <br />tn j LLn <br />>N ! 1D <br />m <br />U1 <br />Q w INn <br />Q m <br />w <br />W � In X <br />LL <br />e <br />A � �IN <br />or n O <br />„ Q MM <br />mLy -j . <br />i <br />I'.. T-N <br />w tnm <br />:jw <br />1 ru <br />LY.. mLL <br />�o <br />O <br />m <br />do <br />fQ <br />U.1 <br />N � � <br />r rD .9 <br />3 m m <br />N (a @ � <br />cn Z ° z <br />Z JU zm o� <br />fq U, <br />m Q <br />z � <br />Z <br />'" v° w <br />' N <br />ll1 <br />m <br />w <br />Q <br />z <br />m <br />0 <br />Z. 0 O <br />Z <br />OL <br />At <br />ww� <br />nVf <br />!1— <br />TOTAL AR;*=-,4 <br />351 F,T <br />P <br />t <br />