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1E <br />e <br />I <br />PROPOSED FLOOR PLAN 1/411 = 11 O" <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 />ALL EXTERIOR WALLS ACT AS SHEAR WALLS <br />THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY <br />WITH ALL OF THE LOADING REQUIREMENTS - SECTION 1003 "STRUCTURAL" <br />OF THE FLORIDA BUILDING CODE 2010 - EXISTING BUILDING <br />6" BLOCK WALLS <br />!PORT AND STORAGE <br />EFFECTED BY ADDITION <br />NOT SHOWN <br />1 AT THIS LOCATION <br />,LOCK WALL WITH <br />110-2 HANGER <br />ALL THREAD ROD LOCATIONS WITH 5/8" XT' <br />EXPANSION (1/2"BOLT SIZE) IN SLAB AT <br />USE 1/2" COUPLING NUT TO SECURE ROD <br />NSION BOLT, ROD TO EXTEND THROUGH <br />TE WITH I/2"X2"X2" SQUARE WASHER AND <br />DP, PLACE ROD AT EACH SIDE OF ALL <br />S, EACH CORNER, AND SPACED MAXIMUM <br />I <br />33' 2" <br />WALL OF THE HOUSE TO ALLOW FOR THE <br />NEW ADDITION <br />EXISTING FLOOR PLAN <br />&X& POST / BEAM DETAIL <br />NOT OT SCALE <br />PRE-ENG. TRUSSES <br />SIMPSON HIO <br />SIMPSON AC6 POST TO BEAM <br />ANCHOR 14- 16D NAILS TO POST <br />AND 14-I&D NAILS TO BEAM <br />6 X 6 P.T. WOOD POST <br />SIMPSON ABU66 W/ 12 - 16d COMMONS <br />TO POST - (1) 5/8" X 6" ANCHOR BOLT <br />MUST HAVE 2" MIN CONCRETE EDGE ON <br />ALL SIDE OF POST ANCHOR <br />1/4 11 11 01' <br />1/2" CDX OR VI6" OSB ROOF SHEATHING <br />NAILED PER ROOF SHEATHING DETAIL <br />WITH 8D RS NAILS, USE STEEL PLYCLIPS <br />AND #30 FELT WITH SHINGLES, <br />SEE TRUSS LAYOUT <br />2X4 WOOD SUB FASCIA WITH <br />ALUMINUM FASCIA AND DRIP <br />ALUMINUM SOFFIT <br />ALUMINUM SINGLE <br />HUNG WINDOWS <br />2X4 02 SPRUCE STUD WALL SPACED 16" OC WITH 1/2" CDX <br />OR 1/16" OSB WALL WALL SHEATHING NAILS 3" OC ON <br />ALL PLATES AND 6" OC ON VERTICAL STUDS. COVER <br />WITH TYVEK HOUSE WRAP AND VINLY LAP SIDING <br />SINGLE 2X4 P.T. BOTTOM PLATE SECURED <br />TO SLAB WITH A30-1 ALL THREAD RODS AT I(o" <br />LOCATIONS SHOWN ON FLOOR PLAN <br />1211 <br />Tr." BLOCK WALLS <br />RPORT AND STORAGE <br />T EFFECTED BY ADDITION <br />E NOT SHOWN <br />�M AT THIS LOCATION <br />BLOCK WALL WITH <br />=10-2 HANGER <br />ENGINEERED ROOF <br />TRUSSES 24" OC <br />MINIMUM R-30 INSULATION <br />IN ATTIC AREAS <br />1/2" CEILING TYPE <br />DBL 2 X 4 GYPSUM BOARD <br />TOP PLATE <br />ALL TOP PLATE SPLICE MUST <br />BE MINIMUM 4'0" NAILED 4" OC <br />WITH 12D COMMON NAILS <br />DEL 2 X 12 02 PINE WITH ONE <br />LAYER 1/2" PLYWOOD IN CENTER <br />OVER ALL DOOR AND WINDOW <br />OPENINGS <br />R-II INSULATION IN WALLS WITH <br />1/2" GYPSUM WALLBOARD. <br />TYPICAL 4" CONCRETE SLAB WITH WIRE MESH <br />OR FIBER MESH AND 6 MILL VISQUEEN OVER <br />CLEAN COMPACT TERMITE TREATED SOIL <br />16"XI2" MONO FOOTINGS WITH <br />2 EACH "5 REBAR ON CHAIRS <br />BOTTOM OF FOUNDATION TO BE <br />MINIMUM 12" BELOW GRADE <br />2X4 WOOD EXTERIOR WALL DETAIL <br />NOT TO SCALE <br />I HEREBY GERT(F� TEAT I,Hd1�SRE�/IEIllED TNfr ATTACHED <br />DESIGNS AND-#,64N6,1T fib' BE IN COMPIrl 4N ITH CHAPTER <br />I6, SECTION 161°THE FLOID BUILDING C©iSE ASCE 1-10 <br />FOR 13S MPH R AND;I4 NTIRE 2010 &-'�O%PA BUILDING <br />CODE RESID.Ef., n <br />- <br />e f <br />e I n •a. <br />e <br />/ .w <br />T.L. g0 . `L`ICF�NFNQ ,9 654 <br />P.O.H5�i'31It:�F��i�i, i3526 <br />17 <br />M <br />04 <br />U Z `o <br />(D M <br />Fn <br />W 0 0o <br />a <br />°'0 <br />O <br />Z ti <br />ul cop LL � <br />�• zJ04 <br />c) <br />� m U M <br />0 <br />Q <br />r-I <br />ZLU <br />W U) o <br />0 Q CV <br />(L M <br />N <br />m N <br />Q M <br />Q U <br />LL <br />LU Li- <br />�? <br />O <br />W N <br />M <br />0 <br />m <br />tQ <br />to <br />0 m m <br />u o <br />V <br />LU z <br />fu LU <br />1a 1 w li O <br />Z N ° <br />c� ct7 <br />W <br />Z <br />z7 oj3 <br />11.1 ,I <br />A <br />O <br />111 i <br />N <br />Nz <br />44 <br />U fu <br />v <br />Ul <br />n <br />N <br />m <br />Q <br />z <br />0 <br />N <br />N <br />m <br />(np <br />O <br />B <br />to <br />Q <br />Q � <br />O <br />Z <br />_A <br />tu <br />UJI J O <br />A — f <br />Q <br />® O <br />O <br />N <br />n� <br />i!- <br />LIVING <br />cj09 <br />PORCH 1 252 <br />PORCH 2 165 <br />TOTAL <br />1326 <br />P Orr <br />1 OF 4 <br />