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II 1 1 1 11 IF '1 I 11 II l'IA11h1 1 'V I I '' 1 'I I I <br />I <br />0 <br />m <br />m�a <br />t+1 <br />PROPOSED FLOOR PLAN 1/4" _ 11 o11 <br />ALL EXTERIOR WALLS ACT AS SHEAR WALLS <br />"HESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY <br />UITH ALL OF THE LOADING REQUIREMENTS - SECTION 1003 "STRUCTURAL" <br />)F THE FLORIDA BUILDING CODE 2010 - EXISTING BUILDING <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 />FROM THE <br />PROJECT, THE ENSES CDESIGNER WILL IN GOOD FAITH ATTEMPT LUDING REASONABLE ATTORN To PROVIDE ERROR RISING OUT OF ORENG FREEI 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 />'6" BLOCK WALLS <br />ZPORT AND STORAGE <br />EFFECTED BY ADDITION <br />NOT SHOWN <br />1 AT THIS LOCATION <br />3LOCK WALL WITH <br />210-2 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 />JSION BOLT, ROD TO EXTEND THROUGH <br />'E WITH 1/2"X2"X2" SQUARE WASHER AND <br />IP. PLACE ROD AT EACH SIDE OF ALL <br />EACH CORNER, AND SPACED MAXIMUM <br />33' 211 <br />REVIE-W DATE ` <br />CITY '� ZEPHYRNLLS <br />PLANS EXAMINER _ <br />WALL OF THE HOUSE TO ALLOW FOR THE <br />NEW ADDITION <br />EX 1 ST I NCB FLOOR PLAN <br />6X6 POST / BEAM OET,41L <br />NOT OT SCALE <br />O <br />PRE-ENG, TRUSSES <br />SIMPSON HIO <br />SIMPSON AC& POST TO BEAM <br />ANCHOR 14- 160 NAILS TO POST <br />AND 14-16D NAILS TO BEAM <br />o 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 />1/411_11oil <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 030 FELT WITH SHINGLES, <br />SEE TRUSS LAYOUT <br />2X4 WOOD SUB FASCIA WITH <br />ALUMINUM FASCIA AND DRIP <br />JV^RK SHALL COMPLY WITH PREVAILING <br />ES FLORIDA BUILDING CODE, <br />ONAL ELECTRIC.. CODE, <br />THE CITY OF ZEPHYRHILLS <br />INANCES <br />16" 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 />::210-2 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 />ALUMINUM SOFFIT <br />TOP PLATE <br />TOP PLATE SPLICE MUST <br />INIMUM 4'0" NAILED 4" OC <br />L <br />12D COMMON NAILS <br />ALUMINUM SINGLE <br />DEL 2 X 12 02 PINE WITH ONE <br />HUNG WINDOWS <br />LAYER 1/2" PLYWOOD IN CENTER <br />OVER ALL DOOR AND WINDOW <br />OPENINGS <br />2X4 02 SPRUCE STUD WALL SPACED I6" CC WITH 1/2" CDX <br />OR 1/16" OSB WALL WALL SHEATHING NAILS 3" CC ON <br />ALL PLATES AND 6" OC ON VERTICAL STUDS. COVER <br />WITH TYVEK HOUSE WRAP AND VINLY LAP SIDING <br />R-11 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 />SINGLE 2X4 P.T. DOTTOM PLATE SECURED <br />TO SLAB WITH A301 ALL THREAD RODS AT 16" <br />LOCATIONS SHOWN ON FLOOR PLAN <br />16"XI2" MONO FOOTINGS WITH <br />12" 2 EACH •5 REBAR ON CHAIRS <br />BOTTOM OF FOUNDATION TO BE <br />MINIMUM 12" BELOW GRADE <br />2X4 WOOD EXTERIOR W,4LL DETAIL 7. 3- 'sTREr:T <br />rt <br />NOT TO SCALE <br />14APL <br />�IJ2� <br />.s <br />I HEREBY GERTyF1' 1NAT.I F(AXa RI G4Fti11ED YF 1� ATTACHED <br />DESIGNS AND,#,0UNO,I'Qw Be IN COMP41A�tre"ITH CHAPTER <br />16, SECTION 16`PI`? `THE FLOP Q BUILDI►i(S gdQPE ASCE 1-10 <br />FOR 139 MPWOF?00 AND,NTIRE 2010 FLORI(?A BUILDING <br />CODE RESIMNT] L <br />T.L. <br />hlQQ�'i 654 <br />P.O. B $ a t�d1i Gt1TY,��t, 33526 <br />li"I't a11\` <br />M <br />U Z M <br />Z <br />�wo� <br />� � o <br />N <br />0 o <br />O O co <br />tn J - 1 <br />m <br />Z N <br />H U) <br />m U M <br />0 <br />1-5 <br />U Q <br />z ���� <br />LLJ <br />W m � o <br />0 o. N <br />N <br />< >- M <br />on N <br />co <br />0) M <br />Ly <br />Qz <br />Q U <br />1-= = u- <br />LU v? o <br />o <br />c <br />W N <br />CO <br />M <br />O <br />,m <br />j� <br />UJ <br />ti) <br />Z z � uo a <br />w <br />w�_z <br />cl7 ct) z ui z <br />Wz::3 o� i <br />z_ <br />cD <br />I-- Q Z <br />O <br />w <br />W <br />V <br />A <br />11J <br />ID <br />_O <br />cp <br />1 <br />Q <br />11�1 O <br />u.i <br />Q Q <br />N �vl <br />cl <br />O O <br />Q (v u- <br />3 <br />V/ <br />O <br />u/ <br />I <br />f d I A- Ff <br />LIVING 1B09 <br />PORCH 1 252 <br />PORCH 2 165 <br />TOTAL 132�o <br />FIG <br />1 OF 4 <br />