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ELEV AT 0'-0" <br />1 ST FLOOR F.F. <br />ELEV AT 9'_4" <br />T.O.M. <br />-AkEELLEV AT 0'-0"__ <br />Y 1ST FLOOR F.F. <br />ELEV AT 11'4" <br />ELEV_AT 9'=4"IV <br />T.O.M. <br />o TEXTURED FINISH CD <br />- 1 13 \_i <br />00 0 0 00 <br />GRADE LINE -�- <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 = 1'-0 <br />12 <br />6F__�; <br />12 <br />6F—, <br />'*'--SHINGLE ROOF <br />ROOF VENTS (TYP.) <br />/-TEXTURED MEN <br />FINISH <br />----------------------- <br />GRADE LINE <br />(ASSUMED) <br />REAR ELEVATION <br />SCALE: 1 8 77= 1 —0 <br />ROOF VENTS (TYP.) <br />12 12 <br />6� �6 <br />12 <br />6 SHINGLE ROOF <br />12 <br />�6 <br />_—_ ELEV AT 9' <br />T.O.M. ,J <br />_ ELEV AT 0'-0" rik <br />1ST FLOOR FlIFT <br />ELEV AT 1_1=4' <br />fT.O.P. <br />_—_ELEV AT_9'-4L_o� <br />T.O.M. <br />13 <br />TEXTURED FINISHco 0 00 <br />`i <br />VENTS (TYP.) <br />ELEV AT 0'= 0" <br />1ST FLOOR F.F. <br />12 <br />6� <br />SHINGLE ROOF <br />GRADE LINE <br />(ASSUMED) —/ <br />RIGHT ELEVATION <br />SCALE: 1 8 = 1 —0 <br />12 <br /><76 <br />_ ELEV AT _0'-0" <br />1ST FLOOR F.F. <br />— ELEV_AT 9=4" <br />T.O.M. <br />ELEV_ AT 0 -0" jk <br />1ST FLOOR F.F. <br />II <br />II N <br />II 17: <br />II <br />II <br />II <br />v to N <br />�Q <br />6:12 <br />SLOPEI----------------------------------------------- <br />�L----------- <br />II ------ - <br />W <br />------- <br />---------------------------------------------- <br />II � <br />II p <br />I <br />I <br />II <br />I <br />II <br />I <br />I <br />I <br />II <br />it <br />I <br />I <br />I <br />w I <br />ROOF VENTS <br />(TYP.) <br />6:12 <br />SLOPE <br />11 <br />1; <br />N � <br />0 <br />ca N <br />oQ <br />�i12 6:Id <br />I I N yALI I <br />J L <br />— — — — — — — — — — — — — — — — — — — — — — J <br />.— — — — — — — — <br />ROOF PLAN — ELEVATION 'C' <br />SCALE: 1 8 = 1 —0 <br />317 <br />6:12 <br />SLOPE <br />I� o <br />I I <br />I <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <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 />I 1t <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70658 <br />1 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 />12 SHINGLE ROOF 12 <br />6� � �6 <br />12 12 <br />61" X 8" <br />RAISED SAND <br />SHINGLE ROOF 7 FINISH BAND <br />1 1X�------------------ ELEV AT 11'-4'j <br />9„x7„ ---- -- - /------------ T.O.P. llf7 <br />BRACKET RAISED SAND <br />Ah-ELEV AT_9'-4'_ FINISH BAND ____—_ ELEV AT 9'=4" h <br />T.O.M. 1 1/2" X 4" 1 1/2" X 4" T.O.M. <br />RAISED SAND - RAISED SAND <br />FINISH BAND i i FINISH BAND <br />COLOR 3 _ COLOR 3 <br />TEXTURED FINISH TEXTURED FINISH <br />COLOR 2 COLOR 2 <br />CD <br />SCORED SCORED <br />BANDING "" o BANDING <br />i <br />TEXTURED FINISH TEXTURED FINISH <br />COLOR 1 COLOR 1 <br />1STV_kT_( FOF. ----- -------------- —---------- - - --- ----- - - - - - - — - — - ------ --- - - — - — - - - 1STVFAT 0 FO.F. Y <br />Vrj <br />STONE VENEER TEXTURED FINISH GRADE LINE <br />W/ CAP COLOR 2 (ASSUMED) <br />FRONT ELEVATION — 'C' <br />SCALE: 1 4 77— 1 —0 <br />317 <br />SEALED FOR STRUCTURE ONLY <br />111111 <br />Y C <br />* . 06 <br />:'m <br />t sT� : �� <br />A <br />Wes•. 40g10PN <br />BLAdIKP ANT <br />ENABLED <br />0 <br />z <br />a <br />m <br />OUJ—� <br />J <br />J <br />J <br />LL <br />J <br />Q <br />0 <br />> <br />1w—�oZa <br />�Z <br />p <br />w <br />m0LE0j <br />w <br />J <br />cr <br />J <br />U <br />z <br />_ <br />o <br />w <br />cr <br />O <br />W <br />cr <br />V <br />= <br />:.7 <br />a <br />` ' <br />Y <br />cr <br />J <br />J <br />Z <br />' ` <br />a <br />QZ <br />LLa <br />m <br />J <br />0 <br />I-I••I <br />� <br />N Z <br />O <br />o� <br />N m <br />m <br />_ <br />�w <br />c� m <br />a <br />/ <br />� z <br />O Z <br />Z <br />` <br />U <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 />SHEET <br />3C <br />ELEVATIONS - C <br />