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N <br />ROOF VENTS (TYP.) <br />12 <br />�6 <br />12 <br />6� <br />�E_LEV AT 9'-4" SHINGLE <br />Y T.O.M. <br />CD CD <br />TEXTURED 1 <br />FINISH -/ °' 00 <br />rik ELEV AT 0'-0" <br />1ST FLOOR F.F. <br />EV AT 9'-4"_ <br />T.O.M. <br />rik ELEV A! <br />1ST FLOOR F.F. <br />_o ELEV AT 11'-4" <br />T.O.P. __\_ <br />rik ELEV AT 9'-4" <br />T.O.M. <br />ELEV AT 0'-0" <br />qlll�JlST FLOOR F.F. <br />SHINGLE ROOF <br />GRADE LINE <br />(ASSUMED) _/ <br />REAR ELEVATION <br />SCALE: 1 8 117= 1 -0 <br />ROOF VENTS (TYP.) <br />ELEV AT 9' <br />T.O.M. ,J <br />_ ELEV AT 0'-0" <br />1ST FLOOR F.F. <br />12 12 <br />6 6 12 <br />12 � 6 ELEV AT 1.1 4" <br />6 SHINGLE ROOF _ T.O.P. <br />_—_ELEV AT_9'-4'= h_ <br />T.O.M. <br />13 <br />CD <br />I - TEXTURED FINISHco <br />ELEV AT 0'-0"- <br />--------------------------------- --1ST FLOOR F.F. <br />GRADE LINE <br />(ASSUMED) <br />3 LEFT ELEVATION <br />SCALE: 1 8 -77 - 1 -0 <br />VENTS (TYP.) <br />GRADE LINE <br />(ASSUMED) <br />RIGHT ELEVATION <br />SCALE: 1 8 - 1 70 <br />— ELEV AT 9_4"__q� <br />T.O.M. <br />__ ELEV_AT 0'-0" <br />1ST FLOOR F.F. <br />----------------- <br />--- <br />III II <br />I:12LPE <br />yaw <br />TI <br />----------- <br />bi <br />--- --------------------------------------------- <br />��y �I <br />li <br />11 <br />II <br />II <br />II <br />11 <br />II <br />II <br />II <br />II <br />II <br />II <br />li <br />II <br />11 <br />11 <br />II <br />------ <br />A <br />ROOF VENTS <br />(TYP.) <br />6:12 RIDGE <br />SLOPE <br />ROOF PLAN <br />SCALE: 178 <br />�� <br />ti` <br />A <br />612 <br />SLOPE <br />1112 <br />------------------------- <br />TYP. <br />iI 1I 0_ I <br />OVERHANG AT HIP <br />(U.N.O.) <br />ELEVATION 'A' <br />1 -0 <br />17 <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 # 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 />6F � 16 <br />12 12 <br />6 �6 <br />/SHINGLE ROOF <br />ELEV AT_ll'=4"_ _ <br />1„X6„-----------------------------------------T.O.P. � <br />RAISED SAND 1" THK X 8" RAISED <br />ELEV AT_9'-4'_—_ FINISH BA\\ <br />ND LT— —SAND FINISH BAND — — — — <br />ELEV AT_9'-4 <br />T.O.M. T.O.M. <br />1"X8„ <br />RAISED SAND <br />FINISH BAND <br />a <br />I <br />ELEV AT_0'-O" ___ _'qv <br />1ST FLOOR F.F. <br />1 " X 6" DECORATIVE <br />RAISED SAND SHUTTERS (TYP.) <br />FINISH BAND <br />LTEXTURED FINISH <br />1"X6" 1"X6" <br />RAISED SAND RAISED SAND <br />FINISH BAND FINISH BAND <br />FRONT ELEVATION - 'A' <br />SCALE: 1 4 = 1 1-0 <br />FX_l Imi i LE111011101 <br />it ilEmill-01107111-mil10 <br />lLEI I <br />i <br />GRADE LINE <br />(ASSUMED) <br />ELEV AT 0= 0" <br />__O� <br />1ST FLOOR F.F. <br />SEALED FOR STRUCTURE ONL Y <br />will III/Io <br />MY Cp �!--i. <br />N 5� <br />• �� <br />T <br />Au <br />`S'pQTV��.�T�+``• <br />BLACKPOINT <br />ENABLED <br />U <br />z <br />0 <br />m <br />O <br />U <br />J <br />J <br />J <br />J <br />J <br />LL <br />W <br />p <br />Zir <br />Q <br />Q <br />J <br />W <br />m <br />W <br />U <br />J <br />LE <br />cr <br />O <br />J <br />❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />0 <br />w <br />w <br />O w <br />/cc <br />V <br />R <br />v -j <br />Z � a <br />QU <br />J LL z <br />a: <br />m J 0 <br />w Q oz <br />09 <br />0 = Nm <br />m <br />_ �w <br />2 c <br />z�Z <br />//♦ UO z <br />J <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 />3A <br />ELEVATIONS - A <br />