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ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT 0_0"— <br />1ST FLOOR FF — <br />(TYP.) <br />12 12 <br />LINE OF INT. HIP 6 �� �6 <br />VAULT SHINGLE <br />ROOF <br />00 <br />i <br />TEXTURED <br />FINISH <br />REAR ELEVATION <br />SCALE: 1 8 = 1 —0 <br />ROOF VENTS <br />(TYP.) <br />12 / <br />LINE OF INT. <br />HIP VAUL _ -- <br />ELEV AT 8_-8" - <br />---- T O.M.--- <br />GRADE LINE <br />(ASSUMED) <br />SHINGLE <br />ROOF -� <br />TEXTURED <br />FINISH <br />ELEV AT 0'-0" <br />1SEFLOOR--- ----------------------------------- <br />GRADE LINE <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 = 1 —0 <br />ROOF VENTS <br />(TYP.) <br />12 <br />0 <br />SHINGLE 6 <br />ROOF <br />ELEV AT 12'_-4" <br />ENTRY CLG <br />_ ELEV AT 8'-8" _ <br />T.O.M. <br />LINE OF INT. HIP <br />VAULT <br />ELEV AT 8'4'__.j� <br />T.O.M. <br />TEXTURED <br />FINISH <br />____________ _ —ELEV AT O'-0" <br />1ST FLOOR FF IF <br />12 <br />6 <br />SHINGLE <br />ROOF <br />-- -- -- — --ELEV AT 12'_4" _ <br />ENTRY CLG <br />ELEV AT 8'-8" <br />_ UO U T.O.M. <br />0 <br />2'-0" TYP <br />0o TEXTURED RETURN <br />CAD FINISH -.� AT SIDES <br />SHINGLE <br />ROOF <br />12 <br />6 <br />LINE OF INT. HIP <br />VAULT <br />2'-0" TYP. <br />RETURN ao TEXTURED <br />AT SIDES � FINISH <br />0 <br />ELEVAT0'-0° —------------------------- ----------------------- ----------------- <br />1ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />2 RIGHT ELEVAT ON <br />SCALE: 1 8 = 1 — 0 <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />ELEV AT_ 8'-8" _ <br />T.O.M. <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />TYP. OVERHANG <br />AT HIP (U.N.0) <br />ROOF PLAN_ <br />SCALE: 1%8 <br />12 <br />6 <br />1/2" THK. X 10" RAISED SAND <br />FINISH BANDING (TYP.) <br />1" THK. X 2" RAISED SAND FINISH <br />BANDING (TYP.) <br />LINE OF INT. HIP VAULT -\ <br />EPS BRACKET (TYP.) - <br />(SEE DTL. G/SHT D1) <br />ELEV_AT 8'-8" <br />T.O.M.------- <br />SEE DTL. I/SHT D1 <br />FOR SIZE REQ. <br />1 1 /2" THK. X 4" RAISED — <br />SAND FINISH BANDING <br />1 " THK. X 2" RAISED <br />SAND FINISH BANDING <br />TEXTURED FINISH <br />12 <br />6 <br />r262'- 2'-6" 2'-6" <br />12 <br />6 <br />ELEVATION 'B' <br />1 7-0 <br />77 <br />ROOF VENTS <br />(TYP.) <br />12 <br />6 SHINGLE ROOF <br />(TYP.) <br />ZICKET 6 12 \ <br />2'-4" 2'-4" 2'-4" 2'L-4 <br />LINE OF INT. HIP VAULT <br />-- — - — - — - <br />--- —ELEV AT 12'-4" <br />T.O.P. <br />—1—all <br />I IN LEI IN IN <br />IN IN IN MEN <br />ICI I-allialICI IC111 1 10- I <br />jnI,lI ICI ICI ICI ICI IJ I_,,, <br />AF�JLEY AT 0'-0" <br />_—_—__ <br />1 ST FLOOR FF EPS WINDOW SILL (TYP.) J <br />(SEE DTL. H/SHT D1) <br />RND. TAPERED EPS COL., �1° THK. X 2" RAISE�TEMP. SIDE GRADE LINE <br />(SEE DTL. D/SHT D1) SAND FINISH BANDING LITE (ASSUMED) <br />2" THK. X 6" RAISED <br />SAND FINISH BANDING <br />FRONT EVAT ON — 'B' <br />SCALE: 4 = 1 7 —0 <br />77 <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 />_—ELEV AT 8'_8" <br />T.O.M. <br />1 1 /2" THK. X 4" RAISED <br />SAND FINISH BANDING <br />OPT. COACH LIGHT (TYP.) <br />1" THK. X 2" RAISED <br />SAND FINISH BANDING <br />ELEV AT 0'=0" <br />1 ST FLOOR FF <br />;• No 70658 <br />:Q: <br />W: <br />• STATE OF tcI <br />', , 2 �. <br />144 <br />l�j �ONA <br />K s <br />'s�`� <br />TAMPA Cl VIL 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 1N 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 />U <br />z <br />Q <br />0 <br />j= <br />� <br />O <br />U <br />J <br />J <br />J <br />J <br />J <br />LL <br />J <br />Q <br />0 <br />11—.1�pz <br />Q <br />J <br />W <br />r <br />m <br />U <br />LL <br />O <br />j <br />D <br />❑❑❑❑❑ <br />U <br />z <br />n <br />LL <br />0 <br />w <br />� <br />D <br />w <br />0 <br />w <br />C� <br />R <br />0 <br />v <br />J <br />J <br />z <br />Q <br />0 <br />Z <br />z <br />D <br />m <br />0 <br />OIt <br />z <br />N Z <br />o <br />O <br />O <br />_ <br />m <br />w <br />o <br />z <br />//♦ <br />0-Z <br />oz <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 />08/05/10 <br />03111110 <br />ET <br />a <br />I� <br />/6BLACKPOI NT E va riots — e <br />ENABLED <br />