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8' O" WALL HEIGHT_ _ _ <br />6' 8" TOP OF OPENINGS <br />0'0" 0 _ FINISH FLOOR_ <br />SOUTH ELEVATION 1/411 _ 11 011 <br />. .. ... .. ... .. ... .. ... .. <br />1' 4 <br />-----------------------=----------- --- <br />EAST ELEVATION 1/411 = 11 011 <br />1/2" CDX OR 1/16" OSB ROOF SHEATHING <br />NAILED PER ROOF SHEETING DETAIL WITH <br />A <br />R <br />SEE ROOF <br />2X4 OR 2X6 WOOD SUB WITH <br />ALUMINUM SOFFIT AND FASCIA <br />TRIM <br />SEE LINTEL CHART <br />VINLY S.H. WINDOWS <br />MASONRY SILLS <br />�r <br />GRADE <br />.h <br />��' <br />J <br />.. ... .. ... .. ... .. ... .. ... ... .. <br />i . .. ... .. ... .. <br />.. ... .. ... .. ... .. ... .. <br />f . :.. <br />.. <br />I: <br />.. .. ... .. ... <br />. .. ... .. ... .. ... .. <br />.. . .. . .. . .. . .. . <br />-------------------------------.--------:----:--- --:-- <br />WEST ELEVATION 1/411 = 11 011 <br />ENGINEERED ROOF <br />TRUSSES 24" OC <br />INSULATION <br />.L ATTIC AREAS <br />3/4" P.T. FURING WITH 3/4" TUFF R <br />INSULATION BOARD AND 1/211 GYPSUM <br />TYPICAL 4" CONCRETE SLAB WITH WIRE MESH <br />OR FIBER MESH AND 6 MILL VISQUEEN OVER <br />CLEAN COMPACT TERMITE TREATED SOIL <br />OLQ 05 VERTICAL RODS FROM <br />FOOTINGS TO BOND BEAM <br />WITH 25" LAP MINIMUM <br />1211 411 16" X 12" FOOTINGS WITH <br />(2) 05 REBAR ON CHAIRS <br />81 O" BLOCK WALL DETAIL <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 />APPROVED PRODCUT LIST <br />PRODCUT CATEGORY SUB CATEGORY MANUFACTURER FL • <br />STRUCTURAL COMPONET <br />WETA20 <br />SIMPSON <br />FL 11413 <br />STRUCTURAL COMPONET <br />LINTEL HEADER <br />CAST CRETE CORP <br />FL 158.1 <br />STRUCTURAL COMPONET <br />POWER BOX LINTEL <br />POWERS STEEL 4 WIRE <br />FL 11383.1 <br />ROOFING <br />ASPHALT <br />GAF SINGLES ALL <br />FL 10124.1 <br />ROOFING <br />UNDERLAYMENT <br />GAF <br />FL 10626,1 <br />SOFFIT 4 FASCIA TRIM <br />SOFFIT AMERICAN CONSTRUCTION METALS <br />FL 12019.1 <br />SINGLE HUNG <br />WINDOWS <br />NON IMPACT <br />PGT <br />FL 1435.3 <br />EXTERIOR DOORS <br />SWINGING <br />PLAST PRO <br />FL 15221.6 <br />51 2" L 18.011 <br />22' 10" <br />EXISTING PARTIAL <br />FLOOR FLAN 1 /411 = 11 011 � <br />PROPOSED PARTIAL FLOOR FLAN 1/4 = 11 OII <br />IIIIII!� <br />Ifu <br />a IAANSON P.EyLICi FB/ENO. 38654 <br />6i. BOvoDE ��; 33526 <br />1 HERBY �ZWIFY THAT •tHESE P4AE AND SPECIFICATIONS <br />WERE PRWAR%D Brt1f UNQgRZMY DIRECT SUPERVISION <br />ARE IN C0�P*A,NCE WITH HA fib, SECTION 1609 OF THE <br />FLORIDA B b. ; I�M� ADDITION AND ASCE -1-10 <br />FOR 13S t, a��l EGORY II AND THE ENTIRE <br />2014 BUILDING R��L 5TH ADDITION <br />Z' <br />cr) <br />ZU <br />z U <br />0 <br />O <br />�000 <br />x N <br />p <br />V) Z0>0 tn <br />cnD <br />u. i I <br />Z <br />M <br />Ul' m <br />a <br />U <br />zUi <br />F�1 <br />Q LL <br />W � <br />A <br />� N <br />a <br />0 <br />N <br />Ly <br />O <br />m N <br />Q <br />0) fM <br />Q <br />� U <br />p <br />Z <br />ME <br />U- <br />WUv?O <br />W <br />fY <br />N <br />M <br />0 <br />tQ <br />W <br />z X � m <br />Oz <br />a <br />ww u z <br />wwnn <br />Vl <br />wwnn <br />V/ <br />Ul � LL <br />Z <br />ul <br />= o " <br />m �m <br />Uzi _ <br />U <br />zz <br />aQ <br />4 <br />zz <br />4# <br />O <br />V <br />f <br />0 <br />z <br />0 <br />a <br />z <br />u <br />z U <br />Lu <br />� <br />Q <br />V't!' <br />Q <br />UJ <br />t�n <br />Y• <br />ADDITION <br />LIVING 288 <br />FIG <br />1 <br />OF 4 <br />