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. ___.. _1 _ '9. 1 11II II 1. _ I I <br />(TYP.) <br />12 12 <br />LINE OF INT. HIP 6 _�� �6 <br />VAULT SHINGLE <br />ROOF <br />LINE OF INT. HIP <br />VAULT <br />ELEV AT 8'-8" ---- ELEV AT 8'-8"_q� -- T.O.M-------- ----- - <br />TEXT <br />°I FINIS <br />QD E0 r- <br />ELEV AT 0'-0' <br />1ST FLOOR FF <br />TEXTURED - <br />FINISH <br />REAR ELEVATION <br />SCALE: 1 8 = 1 <br />ROOF VENTS <br />(TYP.) <br />12 <br />LINE OF INT. <br />HIP VAUL <br />ELEV AT 8-8" <br />_. v--- T O.M.-- <br />11 <br />GRADE LINE-� <br />(ASSUMED) <br />T.O.M. <br />URED <br />H <br />-ELEV AT 0'-0" <br />1 ST FLOOR FF <br />6 SHINGLE <br />SHINGLE ROOF <br />ROOF <br />TEXTURED-,,,"" LIM <br />-][AFINISH <br />ELEV AT 0'-0" <br />1ST FLOOR FF--- ----------------------------------- <br />GRADE LINE <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />SHINGLE <br />ROOF <br />ELEV ATI2'_-4" <br />ENTRY CLG <br />_ ELEV AT 8'-8" _ <br />T.O.M. <br />00 TEXTURED 2'-0" TYP. <br />CID FINISH RETURN <br />AT SIDES <br />----- - - - - <br />ROOF VENTS <br />(TYP.) <br />12 <br />6 ® o <br />SHINGLE <br />ROOF <br />12 <br />�6 <br />J2'-0" TYP O0 TEXTURED <br />RETURN FINISH <br />ELEV AT 0'-0" _T SIDES ------------------- ----------------------------------- <br />1 ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />:2DRIGHT ELEVATION <br />SCALE. 1 8 - 1 -0 <br />LINE OF INT. HIP <br />VAULT <br />_ ELEV AT 12' _ 4" _ <br />ENTRY CLG <br />ELEV AT 8'-8" <br />T.O.M. <br />- ELEV AT 0'-0" <br />1ST FLOOR FF - <br />__q� <br />_-_ ELEV AT 8'-8" <br />T.O.M. <br />_ _ ELEV AT 0'-0" <br />1 ST FLOOR FF <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />6:12 <br />I i S� LLOPE <br />II <br />II <br />I <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />�1 KNEE WALL <br />II <br />II <br />I <br />I I G9��F1 <br />w <br />CD <br />II <br />6:12 _ <br />SLOPE <br />ROOF PLAN <br />SCALE. 1 8 <br />1/2" THK. X 6" RAISED <br />SAND FINISH BANDING <br />SHINGLE ROOF <br />(TYP.) <br />1" THK. X 6" RAISED SAND <br />FINISH BANDING (TYP.) <br />LINE OF INT. HIP VAULT -\ <br />1 1/2" THK. X 6" RAISED SAND <br />FINISH BANDING (TYP.) <br />ELEV AT 8'_ 8" <br />IF T.O.M. ------ <br />2" THK. X 2" RAISED SAND <br />FINISH BANDING (TYP.) <br />1 1/2" THK. X 6" RAISED SAND <br />FIN. BANDING (TYP.) <br />1" THK. X 6" RAISED SAND <br />FINISH BANDING (TYP.) <br />TEXTURED FINISH <br />DRYSTACK LEDGESTONE <br />VENEER (TYP.) <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />'T JIVNL VAr <br />(TYP.)(SEE DTL. <br />F/SHT D2) <br />J VI VI"11\L 1I11 LI\LU LI J <br />COLUMNS (SEE DTL. C/SHT D2) <br />FRONT ELEVATION <br />SCALE: 1 4 = 1 <br />II II II <br />II II II <br />II II II <br />II _ II II <br />-�_______ <br />I� <br />N c II <br />II <br />II <br />II <br />LITE v v� <br />'C' <br />O 77 <br />I' <br />ROOF VENTS II <br />(TYP) I � <br />II <br />I <br />0 6:12 I I <br />SLOPE I I <br />c,4W <br />0 <br />(OV) <br />FF-- <br />i <br />I <br />KNEE WALL <br />-_ <br />_- - <br />12 <br />6:1 I <br />SLQPyi <br />St PPE <br />J <br />; I1 1 <br />CRICKET <br />6:12 0 <br />- - <br />SLOPE <br />11 <br />R LL =�- <br />C, <br />ELEVATION 'C' <br />1 -0 <br />ROOF VENTS <br />(TYP.) <br />II <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 />TYP. OVERHANG <br />AT GABLE (U.N.0) <br />TYP. OVERHANG <br />AT EAVE (U.N.0) <br />EPS BRACKET (TYP.) <br />(SEE DTL. A/SHT D2) <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 />1" THK. RAISED SAND FINISH <br />BANDING (TYP.) (SEE DTL. B/SHT D2) <br />LINE OF INT. HIP VAULT <br />-- -------------- -ELEV AT 12'-4" <br />T.O.P. <br />2" THK. X 2" RAISED SAND <br />FINISH BANDING (TYP.) <br />--------- --- ---- - - --ELEV AT 8,-8„ <br />4'-6" 4'-6" T.O.M. <br />1 1 /2" THK. X 6" RAISED <br />SAND FINISH BANDING <br />OPT. COACH LIGHT (TYP.) <br />UMMUL LIIVL <br />(ASSUMED) <br />ELEV AT 0'-0_ <br />1ST FLOOR FF <br />1 1/2" THK. X 6" RAISED SAND FINISH <br />BANDING (TYP. ABV. STONE CAP) <br />co <br />` 'q`.•GENS •.;S' �i� <br />No 70658 ' I. •*• <br />CC <br />AlS W� <br />STATE OF <br />F •..• <br />S�ON A`'"'k?,`�� <br />TAMPA CIVIL. 0F_S/GN <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 />SEALED FOR STRUCTURE ONL Y <br />BLACKPOINT <br />FNABLEC) <br />U <br />Z <br />Q <br />U U <br />J <br />JUL J —� <br />0 J -i 0 <br />W <br />a a a < <br />oC p ZZME a <br />Q J z <br />W J J <br />m U u_ O <br />0 <br />❑ ❑ ❑ ❑ ❑ <br />U <br />Z <br />n <br />IL <br />Q <br />> <br />> <br />D <br />w <br />O <br />w <br />C� <br />V <br />J <br />J <br />7 <br />Q <br />U <br />Z <br />J <br />cc <br />m <br />Of <br />0 <br />p <br />Ill <br />N Z <br />o� <br />m <br />_ <br />�w <br />0 <br />= <br />a <br />ov z <br />z <br />0 <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 />SH <br />A T/ON-% — C <br />