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ROOF VENTS (TYP.) <br />12 12 <br />6� 16 <br />SHINGLE ROOF <br />12 <br />6� <br />jhELEV AT 9'-4" SHINGLE <br />Y T.O.M. <br />CONC WING <br />W/ 4" CON <br />jk ELEV AT 0'= <br />1ST FLOOR <br />tj_ELEV AT 9' _4"__ <br />lP T.O.M. <br />ELEV AT 0'-0"__ <br />1 ST FLOOR F.F. <br />C CAP <br />WALLEM <br />TEXTURED I <br />ED <br />CONC <br />4" C <br />FINISH O° <br />- - - - - - - - - - - - - - <br />— - - - - - - - - - - - <br />- <br />4O <br />- <br />GRADE LINE <br />(ASSUMED) <br />REAR ELEVATION <br />SCALE: 1 8 = 1 -0 <br />ROOF VENTS (TYP.) <br />12 12 <br />6 �s <br />12 <br />6 SHINGLE ROOF <br />ELEV AT 9'-4" ri <br />T.O.M. <br />WING WALL W/ <br />CAP <br />ELEV AT 01-0" <br />1ST FLOOR F.F. <br />12 <br />6 ELEV AT 1 V-4"� <br />T.O.P. <br />_ELEV AT _9'-4"_ <br />_jio_ <br />TEXTURED FINISH __\ 0 1 <br />00 <br />1-, <br />-i13 <br />co <br />12 <br />ELEV AT 1l'-4" 6� <br />T.O.P. <br />ELEV AT 9 -4 <br />T.O.M. <br />CONC WING WAL <br />W/ 4" CONC CA <br />ELEV AT 0'-0" <br />1ST FLOOR F.F. <br />GRADE LINE <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />12 <br />6� <br />SHINGLE ROOF <br />OOF VENTS (TYP.) <br />12 <br />�6 <br />12 <br />�6 <br />GRADE LINE <br />(ASSUMED) <br />RIGHT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />T.O.M. <br />CONC WING WALL W/ <br />4" CONC CAP <br />_ _ELEV AT _0'-O" <br />1ST FLOOR F.F. <br />_-ELEV _AT 9=4° <br />T.O.M. <br />ELEV AT 0'-0" <br />1ST FLOOR F.F. <br />ELEV AT 9'-4"qV _ <br />T.O. M. 1 1 /2" X 4" <br />RAISED SAND <br />FINISH BAND <br />COLOR 3 <br />TEXTURED FINISH <br />COLOR 2 <br />SCORED <br />ELEV AT 0'-0" <br />1ST .. -- - <br />CONC WING WALL W/ <br />4" CONC CAP <br />--------------- <br />------- <br />II <br />II <br />------- <br />p <br />II <br />II <br />6:12 <br />?I <br />IL------- <br />---SLOPE <br />--------- <br />-------------------- <br />li------ <br />w <br />------- <br />---------------------------------------------- <br />o <br />II <br />�I <br />I <br />II <br />I� <br />I <br />II <br />it <br />II <br />No <br />II <br />Ij <br />W II <br />II <br />I� <br />I I <br />II <br />^ <br />c <br />tII <br />o <br />� I <br />II <br />I� <br />�I <br />ROOF VENTS <br />(TYP.) <br />II <br />II <br />I <br />I� SLOPE <br />II <br />----------------------- <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />I �Q <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />IOe <br />ROOF PLAN - ELEVATION 'C' <br />SCALE: 1 8 - 1 - 0 <br />12 N*__\- SHINGLE ROOF <br />6� <br />12 12 <br />6F__ ___]6 <br />/SHINGLE ROOF <br />9„x7„ <br />BRACKET <br />0 <br />oc <br />TEXTURED FINISH <br />COLOR 1 <br />STONE VENEER--/ <br />W/ CAP <br />FRONT ELEVATION - 'C' W <br />SCALE: 1 4 = 1 -0 <br />i <br />rn <br />:=T-- <br />TEXTURED FINISH <br />COLOR 2 <br />ti; <br />6:12 <br />SLOPE ► <br />N—V <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <br />12 <br />16 <br />PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE <br />USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. <br />PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON <br />DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. <br />THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS <br />PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY <br />CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL <br />PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD <br />INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER <br />OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, <br />AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING <br />INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER <br />OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. <br />TAMPA CIVIL DESIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70650 <br />I HEREBY CERTIFY THAT I HAVE <br />REVIEWED THE ATTACHED DESIGN, <br />AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE 2010 <br />FLORIDA BUILDING CODE, <br />RESIDENTIAL. <br />THE ENGINEER HAS NOT REVIEWED <br />THE PRE-ENGINEERED TRUSS MANUF. <br />LAYOUT TO DETERMINE ANY LOAD <br />BEARING CONDITIONS AND RESERVES <br />THE RIGHT TO MAKE ANY CHANGES <br />AFTER TRUSS LOAD INFORMATION IS <br />SUPPLIED TO THE ENGINEER. <br />1"X8" <br />RAISED SAND <br />FINISH BAND <br />_ ELEV AT 11'-4„� <br />�- —1 172" X 4-- - - - - —- - -— -- T.O.P. <br />RAISED SAND <br />FINISH BAND _—_-- ELEV AT 9' =4" <br />1 1/2" X 4" T.O.M. <br />RAISED SAND <br />i FINISH BAND <br />COLOR 3 <br />TEXTURED FINISH <br />COLOR 2 <br />SCORED <br />RANDING <br />GRADE LINE <br />(ASSUMED) <br />OPTIONAL EXTERIOR WING WALLS <br />TEXTURED FIN SH <br />COLOR 1 <br />_ELEV AT 0'-0" <br />1ST OOR F.F. <br />CONC WING WALL W/ <br />4" CONC CAP <br />SEALED FOR STRUCTURE ONL Y <br />MY � co <br />BLACKPOINT <br />ENABLED <br />U <br />z <br />Q <br />j=- <br />to <br />O <br />U <br />J <br />J <br />J <br />J <br />LL <br />0 <br />W <br />p <br />z <br />Q <br />W <br />0 <br />0 <br />J <br />cc <br />0 <br />w <br />J <br />m <br />❑❑a❑a <br />U <br />z <br />0 <br />w <br />w <br />O <br />w <br />I.L. <br />IN- <br />C� <br />a <br />` Y <br />' <br />J <br />J <br />Z <br />� <br />a <br />QU <br />J <br />U. <br />z <br />a <br />j <br />O <br />Q <br />NZ <br />�w <br />0 <br />O <br />N m <br />m <br />T <br />F- w <br />o <br />z <br />` <br />d z <br />o z <br />J <br />z <br />0 <br />ISSUE DATE <br />SEPTEMBER 2010 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />12131110 <br />3mlC <br />ELEVATIONS - C <br />