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12 <br />IFLIII <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />LINE OF INT. <br />HIP VAUL <br />ELEV AT 8 - <br />..�--- T O.M.-- - <br />ROOF VENTS <br />(TYP.) <br />12 12 <br />LINE OF I 6 T6 LINE OF INT. HIP <br />VAU SHINGLE VAULT <br />ROOF <br />TEXTURED J <br />FINISH <br />REAR ELEVATION <br />SCALE: 1 8 1 <br />on <br />ROOF VENTS <br />(TYP.) <br />12 i <br />1 <br />GRADE LINE- / <br />(ASSUMED) <br />SHINGLE <br />ROOF -� <br />TEXTURED <br />FINISH <br />ELEV AT 0'-0" <br />- — - — - — - — - — - — - — - — - — - - - - — - --- <br />GRADE LINE <br />(ASSUMED) <br />LEFT ELEVATION <br />73 <br />SCALE: 1 8 = 1 —0 <br />12 <br />6 <br />ELEV AT 8'-8"-_4jb <br />T.O.M. <br />URED <br />H <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />SHINGLE <br />ROOF <br />_ELEV AT 12'_4" <br />ENTRY CLG <br />ELET.O. AT 8'-8T <br />T.O.M. <br />2'-0" TYP <br />0o TEXTURED RETURN <br />co FINISH T` AT SIDES <br />—------------------- - - - - - -ELEV AT R FF - <br />1ST FLOOR FF — <br />ROOF VENTS <br />(TYP.) <br />12 12 <br />SHINGLE;;;,,,. 6 F � � T 6 <br />ROOF <br />LINE OF INT. HIP <br />ELEV AT 12'-4" _ 12 SHINGLE VAULT <br />TRY CLG - SHINGLE 6 ROOF — <br />ROOF <br />'-8" _ ELEV AT 8'-8' <br />ELEV AT 8 <br />--- - T.O.M. ---T.O.M. -----� <br />00 TEXTURED <br />FINISH <br />ELEV AT 0'-0" _ _ _ _ _ _ _ _ _ _ ELEV AT 0'-0' <br />1 ST FLOOR FF 1 ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />2 RIGHT ELEVATION - <br />SCALE: 1 8 = 1 0 <br />.'k. <br />TYP. OVERHANG <br />AT GABLE (U.N.0) <br />3'-8" <br />TYP. <br />ROOF PLAN — ELEVATION 'D' <br />SCALE: 1 8 1 —0 <br />FRONT ELEVATION — 'D' <br />SCALE: 1 4 = 1 —0 <br />TYP. OVERHANG <br />AT HIP (U.N.0) <br />+1pm11F7nm1 IN IN ICI CI 101 F <br />J�I <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 />CO�C <br />No 70658 ••: <br />* 'a:= <br />STATE OF 'lci <br />ID N <br />/ONA._ � <br />TAMPA CIVIL DESIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70658 <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 />SEALED FOR STRUCTURE ONL Y <br />0 <br />z <br />Q <br />0 <br />>- <br />m <br />O <br />j <br />v <br />J <br />J <br />J <br />0 <br />Ill <br />J <br />Q <br />p <br />0 <br />Z <br />j <br />Q <br />w <br />J <br />W <br />U <br />O <br />,J <br />LL <br />I� <br />O <br />W <br />J <br />m <br />D <br />2 <br />2 <br />2 <br />❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />_ <br />o <br />w <br />O <br />w <br />V) <br />C� <br />0 <br />J <br />z <br />Q <br />0 <br />z <br />z <br />J <br />n- <br />m <br />0 <br />CD <br />CD <br />p <br />- z <br />O <br />� <br />o6 <br />N � <br />\ <br />m <br />LLJ <br />g 0 <br />o <br />4 xa\ <br />Q <br />� <br />ZN�p <br />� z <br />z <br />ISSUE DATE <br />JANUARY 2008 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />01116113 <br />04123112 <br />05111111 <br />12131110 <br />08105110 <br />03111110 <br />3D.1 <br />BLACKPOINT - Y4- <br />