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lL`I;11l <br />ROOF VENTS <br />(TYP. ) <br />12 12 <br />SHINGLE <br />ROOF <br />LINE OF INT. HIP <br />VAULT <br />I MA El ff,"; <br />.. I <br />ELEV AT 0'-O" <br />1ST FLOOR FF <br />TEXTURED-/ <br />FINISH <br />REAR ELEVATION <br />SCALE: 1 8 = 1 <br />ROOF VENTS <br />(TYP.) <br />12 i <br />L <br />LINE OF INT. <br />HIP VAUL - -- <br />ELEV AT 8'-8" <br />T.O.M.--- <br />Cl] <br />GRADE LINE <br />(ASSUMED) <br />URED <br />'H <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />12 <br />6 SHINGLE <br />SHINGLE ROOF <br />ROOF —_ - — — — — ELEV AT 12'_4" <br />ENTRY CLG <br />ELEV AT <br />T.O.M. <br />TEXTURED\ <br />FINISH �a <br />ELEV AT 0'-0" <br />1ST -FL 0R7F---- --- -- — - — - — - — - — - — - — - — - — ---- -- <br />GRADE LINE1110 <br />(ASSUMED) <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 />LEFT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />12 <br />SHINGLE <br />ROOF <br />�_ 12 <br />SHINGLE 6 <br />ROOF <br />ROOF VENTS <br />(TYP.) <br />0 LYL <br />2'-0" TYP <br />ao0 TEXTURED RETURN <br />to FINISH AT SIDES <br />ELEV_ AT 0'-0" <br />—------------------------- - ---1ST FLOOR FF`-- <br />® 0 I0 <br />SHINGLE <br />ROOF <br />12 <br />6 <br />LINE OF INT. HIP <br />VAULT <br />—_ELEV AT_8'-8" <br />T.O.M. <br />ao TEXTURED <br />FINISH <br />------------------- ----- --------------------------------------- ---ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />2 RIGHT ELEVATION <br />S C A L E: 1 8 = 1— 0 1-1/2" 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 />12 -- <br />EPS BRACKET (TYP.) 6 _ <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 />ELEV AT 0'-0" <br />1ST FLOOR FF <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 />TYP. OVERHANG <br />AT HIP (U.N.0) <br />�ROOF PLAN - ELEVATION 'B' <br />SCALE: 1 /8" 11'-0" <br />12 <br />6� <br />12 <br />6 <br />-2 n 1 1 l a l l 1- " -2 <br />--- - — - L - — - <br />-- -- <br />ROOF VENTS <br />(TYP.) <br />12 <br />6 SHINGLE ROOF <br />RICKET 12 <br />OF INT. HIP VAULT <br />--- 6 —----------- -------- - 1 ELEV AT 12 -4" <br />---------- T.O.P. <br />8". <br />• IN" <br />I,�'� ■ �I ■ ��■i�_�i�:�G�:�i�'o�i■tom <br />��� <br />j j j j <br />EMO <br />� <br />� <br />" <br />��� <br />I <br />�� <br />�TI <br />■ <br />��' <br />I —I■ �I I �I ICI ICI �I I <br />ICI ICI I it ICI ICI � I <br />ICI ICI LEI I I ICI I� ICI I <br />LII�II�II_,,, <br />11L <br />' <br />�i: <br />j� <br />111, <br />a,III <br />�_'� <br />EPS WINDOW SILL (TYP.) RND. TAPERED EPS COL. 1" THK. X 2" RAISED TEMP. SIDE <br />(SEE DTL. H/SHT D1) (SEE DTL. D/SHT D1) SAND FINISH BANDING LITE <br />2" THK. X 6" RAISED <br />SAND FINISH BANDING <br />FRONT EVATION - 'B' <br />SCALE: 4 = 1 -0 <br />11 <br />GRADE LINE <br />(ASSUMED) <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 />1ST FLOOR FF <br />��t�tttttth,� <br />�0Y CO(1C <br />70858 <br />• r <br />* :cr: <br />= :W- <br />1:1 STATE OF <br />0 Ft <br />�IzS I'3 <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 />SEALED FOR STRUCTURE ONL Y <br />BLACKPOINT <br />ENABLED <br />U <br />z <br />Q <br />0 <br />m <br />O <br />U <br />J <br />J <br />J <br />LL <br />J <br />Q <br />O <br />W <br />Q <br />Z <br />J <br />Q <br />W <br />MULL <br />D <br />Co <br />❑ ❑ ❑ ❑ ❑ <br />U <br />Z <br />0 <br />0 <br />Li <br />w <br />Li <br />w <br />O <br />w <br />0 <br />V <br />J <br />J <br />z <br />Q <br />0 <br />Z <br />Z <br />J <br />d <br />D <br />m <br />O <br />0 <br />Illm <br />z <br />M_z <br />O <br />� <br />o0 <br />N � <br />in= F- w <br />0 <br />mm <br />z <br />Q <br />% <br />0 <br />0 z <br />J <br />z <br />O <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 />.2 <br />