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ELEV AT 9'_ 4" <br />T.O.M. <br />0 TEXTURED i' <br />FINISH -/ 4O oO <br />rik ELEV AT 0'-0" <br />1ST FLOOR F.F. <br />ROOF VENTS (TYP.) <br />12 12 <br />6'%\— �6 <br />SHINGLE ROOF <br />12 <br />6�GSHINGLE <br />GRADE LINE <br />(ASSUMED) <br />REAR ELEVATION <br />SCALE: 1 8 72= 1 -0 <br />ROOF VENTS (TYP.) <br />12 12 <br />66 <br />12 <br />6 SHINGLE ROOF <br />ELEV AT 9' _4"_ <br />T.O.M. <br />g <br />-JkELEV 0' _0" <br />'RVlST FLOOR F.F. <br />12 <br />ELEV AT 1l'-4" <br />6� <br />T.O.P. <br />_AkELEV_AT 9'-4" <br />T.O.M. <br />SCORED BANDING - <br />ELEV AT 0'=0" <br />1ST FLOOR F.F. <br />00 <br />13 <br />TEXTURED FINISH <br />GRADE LINE <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />ROOF VENTS (TYP.) <br />127< <br />12 <br />6� �6 <br />SHINGLE ROOF <br />o TEXTURED FINISH <br />00i <br />--------- ------------------- <br />GRADE LINE__/ <br />(ASSUMED) <br />RIGHT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />ly <br />I <br />_—_ ELEV AT 9'-4„ � <br />T.O.M. <br />ELEV AT 0'-0" rik <br />1ST FLOOR F.F. <br />12 <br />6 ELEV AT 11 -4'� <br />T.O.P. <br />_—_ELEV AT_9'-4" h <br />12 <br />16 <br />SCORED BANDING <br />_ ELEV_ AT 00" <br />1ST FLOOR F.F. <br />_ELEV_AT 94" <br />T.O.M. <br />ELEV_ AT 00" <br />1 ST FLOOR F.F. <br />ELEV AT_94" <br />_—_ <br />T.O.M. <br />1 " X 8" —� <br />RAISED SAND <br />FINISH BAND <br />SCORED of <br />BANDING _clxD <br />----------------- <br />------- ------- <br />I <br />l <br />I p <br />II <br />6:12 <br />L------- <br />---SLOPE <br />---------------------------------------------- <br />------ w <br />------- <br />----------------------------------------------II <br />o <br />I <br />I <br />II <br />it <br />I <br />I <br />it <br />W II <br />_ 6:12 <br />SLOPE <br />ROOF VENTS <br />it <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />6_12 <br />II <br />I <br />SLOPE I <br />II <br />II <br />I <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 />II <br />II <br />II <br />II <br />I <br />Till', 2 6:11 <br />LP L j� o <br />I I N tiA <br />JL - - - - - - - - - - - - - - - - - - - - - - <br />---------------------- <br />a TYP. OVERHANG AT HIP <br />(U.N.O.) <br />CV w <br />d <br />Q <br />�p J <br />C6 oO N <br />��Q <br />ROOF PLAN - ELEVATION 'B' <br />SCALE: 1 8 = 1 -O <br />711 <br />12 SHINGLE ROOF <br />6� <br />12 12 <br />6F- �6 <br />-SHINGLE ROOF � <br />1 "—X 3" ----- <br />RAISED SAND <br />FINISH BAND <br />1"X6" <br />a TEXTURED FINISH RAISED SAND <br />ELEV AT 0-0" FINISH BAND <br />1ST FLOOR F.F. -- - - ---------------- --- <br />1" X 3" DECORATIVE J 1" X 4" <br />RAISED SAND SHUTTERS (TYP.) RAISED SAND <br />FINISH BAND FINISH BAND <br />OFR0NT ELEVATION - 'B' <br />SCALE. 1 4 - 1 -0 <br />mm <br />ME <br />ME <br />ME <br />ME <br />ME <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 # 706M <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 />�1" <br />X 8" <br />RAISED SAND <br />FINISH BAND <br />1'�X�"--- - --- -------- ------ <br />-- <br />ELEV AT ll'-4"r. <br />T.O.P. <br />RAISED SAND <br />FINISH BAND <br />ELEV AT 9'=4" � <br />T.O.M. <br />1" X 2" <br />RAISED SAND <br />FINISH BAND <br />®®®®®®®® <br />1" X 8" <br />RAISED SAND <br />FINISH BAND <br />- m - -_ --- <br />LEI Iml IN 0 - 11MILMILE101 <br />= - - -1 <br />!,F.lr ILmilimillimilmlil 11 <br />_10 <br />FE-lawallial <br />SEALED FOR STRUCTURE ONL Y <br />.�`%%! MY ICO0i, <br />No S <br />- j <br />:40 <br />i��Fss,/O <br />FVI BLACKPOINT <br />ENABLED <br />z <br />0 <br />j- <br />m <br />ir <br />0 <br />J <br />J <br />J <br />W <br />LL <br />Q <br />p <br />O <br />Z <br />Q <br />J <br />m0LE0j <br />Q <br />W <br />_ <br />_ <br />_ <br />U <br />z <br />— o <br />a w <br />w <br />Ld <br />O w <br />a <br />0 <br />�- y <br />RR ` ' � <br />Y J <br />z Q <br />QU <br />LLZ <br />a <br />m J 0 <br />W Q O z <br />cl <br />O N <br />m <br />_ � w <br />o <br />z dZ <br />a oz <br />z O <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 />3B <br />ELEVA rIONS - B <br />.1 <br />