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1/2" CDX OR 1/16" OSB ROOF SHEATHING <br />NAILED PER ROOF SHEETING DETAIL WITH <br />8D NAILS, USE STEEL PLYCLIPS AND <br />APPROVED UNDERLAYMENT WITH SHINGLES, <br />SEE ROOF TRUSS PLAN <br />r—`-.. <br />2X4 OR 2X6 WOOD SUB WITH <br />ALUMINUM SOFFIT AND FASCIA <br />TRIM <br />SEE LINTEL CHART <br />16" X 12" FOOTINGS WITH <br />(2) 05 REBAR ON CHAIRS <br />ENGINEERED ROOF <br />TRUSSES 24" Or — <br />NO INSULATION REQUIRED <br />1/2" CEILING TYPE <br />GYPSUM BOARD <br />SINGLE BOND BEAM WITH (1) 05 <br />REBAR CONTINUOUS TIED TO ALL <br />VERTICAL RODS <br />TYPICAL 4" CONCRETE SLAB WITH WIRE MESH <br />OR FIBER MESH AND 6 MILL VISQUEEN OVER <br />CLEAN COMPACT TERMITE TREATED SOIL <br />�-rVETICAL RODS FROM <br />FOOTINGS TO BOND BEAM <br />WITH 25" LAP MINIMUM <br />1211 <br />BOTTOM OF FOUNDATION <br />MINIMUM 12" BELOW GRADE <br />SI O" 5LOCK WALL DETAIL <br />NOT TO SCALE <br />CONTRACTOR TO VERIFY <br />ROOF PITCH IN FILED PRIOR <br />TO MANUFACTURING TRUSSES <br />12 <br />PARTIAL LEFT ELEVATION 1/411 = 11 O11 <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIASIJTY 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 />OF, VERTICAL RODS FROM FOOTINGS <br />BELOW TO TOP OF WALL. PLACED AT <br />ALL CORNERS, EACH SIDE OF ALL <br />OPENINGS AND SPACED MAXIMUM <br />6' O" OC. <br />APPROVED PRODUCT LIST <br />STATE OF FL, <br />PRODUCT CATEGORY <br />SUB CATEGORY <br />MANU=ACTURER <br />AFFROVAL " <br />STRUCTURAL COMPONET <br />HETA20 <br />SIMPSON <br />FL 11413 <br />STRUCTURAL COMPONET <br />LINTEL HEADER <br />CAST CRETE CORP <br />FL 158.1 <br />ROOFING <br />ASPHALT <br />GAF SINGLES ALL <br />FL 10124.1 <br />ROOFING <br />UNDERLAYMENT <br />GAF <br />FL 10626.1 <br />SOFFIT t FASCIA TRIM <br />SOFFIT AMERICAN CONSTRUCTION METALS <br />FL 1201SJ <br />EXTERIOR DOORS <br />SINGLE SWINGING <br />PLAST PRO <br />FL 15221,1 <br />EXTERIOR DOORS <br />GARAGE S'2" TO 161" <br />CLOPAY <br />FL 5684.3 <br />J_ �_ <br />: n ti yr ztt- A4, <br />CONTRACTOR TO VERIFY <br />ROOF PITCH IN FILED PRIOR <br />TO MANUFACTURING TRUSSES <br />6 1�� <br />PARTIAL i--LOOR PLAN 1/411 = 11 O <br />ALL EXTERIOR WALLS ACT AS SkEAR WALL$ <br />THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY <br />WITH ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTURAL" <br />OF THE FLORIDA BUILDING CODE 2011 - EXISTING BUILDING 6TH EDITION <br />8' 44 _ WALL HEIGHT _ — — �• <br />=1 �© <br />STUCCO BAND TO MATCH EXISTING '(ICI' IIr�II I= <br />O' 4' HOUSE FINISH FLOOR ��---�J ® ® i le <br />R! <br />Li <br />O' O" GARAG FINISH FLOO— — <br />--------------------------------------- =F ------- i <br />PARTIAL FRONT ELEV LION 1/411 = 11 O11 <br />i <br />• -- I— <br />� -pt — <br />LS HANSON *E. LICENIQ� NO-68654 <br />.� E30X $�� CIaeY4vgL 526 <br />I HERBY Gate I%,TW1 A� € �,�c' l v� "4D SPECIFICATk)NS <br />WERE PREPAgTcLf �T DIRECT SUPER /15i0"., <br />ARE IN COMPI �a I, T�(o, SECTION 1609 01' THE <br />FLORIDA BUILDIDDITION AND ASCE .10 <br />FOR 139 MPH WIND Z CATEGORY 11 AND THE EN",;KE <br />2011 BUILDING CODE RESIDENTIAL 6TH At,LDITIOP, <br />U <br />cr) <br />M <br />G; <br />00 <br />J <br />N <br />`n <br />tL <br />co <br />L? <br />U' <br />U <br />L0 <br />WW Q <br />� <br />LL <br />W <br />OQo <br />I� <br />/ A <br />Z a <br />N <br />0 <br />N <br />m <br />to <br />00 m 0) <br />L0 <br />W <br />s <br />U_ <br />(fj <br />LL. <br />LL. <br />mi <br />O <br />N <br />M <br />O <br />to <br />ocq I) <br />Z <br />U <br />u? <br />Ul <br />lz <br />Z <br />[f7 <br />1.f <br />w <br />U p z <br />' - <br />cA <br />ct7 <br />z — <br />= o <br />Z <br />1147 <br />fj)0 <br />U = <br />U <br />, Jt ,J <br />zz <br />A a <br />U�1 <br />i <br />c(1 <br />Z_ <br />i.) <br />w <br />V, <br />� <br />� <br />z <br />0 <br />Q <br />H <br />o <br />0 <br />V/ <br />rl <br />1.L <br />z <br />Q <br />O <br />,z <br />—� <br />z <br />l <br />GARAGE <br />ADDITION <br />4�&,ro &Q, FT, <br />PIG <br />1 OF 3 <br />i <br />