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ELEV AT 0'-0" <br />1ST FLOOR FF <br />ROOF VENTS <br />(TYP.) <br />12 12 <br />LINE OF INT. HIP 6 ��\ �- �6 <br />VAULT SHINGLE <br />ROOF <br />TEXTURED-// <br />FINISH <br />REAR ELEVATION <br />SCALE: 1 8 = 1 —0 <br />ROOF VENTS <br />(TYP.) <br />12 i <br />0 <br />LINE OF INT. <br />HIP VAUL _ - - <br />ELEV AT 8_.M. -8" - - <br />------ T O--- <br />GRADE LINE <br />(ASSUMED) <br />SHINGLE <br />ROOF -� <br />TEXTURED--_,." <br />TEXTURED <br />FINISH <br />ELEV AT 0'-0" <br />1ST- L`OR-F--- - — - — - - --------------------------- <br />10 <br />GRADE LINE <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 = <br />SHINGLE <br />ROOF <br />ELEV AT 12 _-4" <br />ENTRY CLG <br />ELEV AT 8 -8" <br />----- T.O.M. <br />12 <br />6 <br />NEI <br />LINE OF INT. HIP <br />VAULT <br />12 <br />6 <br />_ELEV AT 8'-8"_ <br />-0- <br />T.O.M. <br />URED <br />H <br />ELEV AL- <br />0'-0-1 ST FLOOR FF <br />SHINGLE <br />ROOF <br />-- -- ------ ELEV AT 12' <br />ENTRY CLG <br />ELEV AT 8-8 <br />T.O.M. <br />2'-0" TYP <br />00 TEXTURED RETURN <br />to 0 FINISH AT SIDES <br />1'-0" <br />ROOF VENTS <br />(TYP.) <br />SHINGLE <br />ROOF -� <br />12 <br />6 <br />2'-0" TYP. <br />RETURN 00 N*�­TEXTURED <br />AT SIDES � FINISH <br />0 <br />ELEVATRF---------------------------------------- --------------------- <br />1ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />2 RIGHT ELEVATION <br />SCALE: 1 8 = 1'-0" <br />ELEV AT 0'-0' <br />FLOORIST �� - <br />LINE OF INT. HIP <br />VAULT <br />_— ELEV AT 8'-8" _ <br />T.O.M. <br />ELEV AT 0'-0" <br />1ST FLOOR FF <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 />A[-� EELEV_AT 8'-8" <br />Y I.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 />-2'" 2'-6" 2'-6- <br />No!'I11 ■-! ! III <br />TYP. OVERHANG <br />AT HIP (U.N.0) <br />�ROOF PLAN — ELEVATION 'B' <br />SCALE: 1 /8" 1'-0" <br />ROOF VENTS <br />12 (TYP.) <br />6 <br />12 <br />6 SHINGLE ROOF <br />12 (TYP.) <br />6 <br />-2" 1' 1'-9" 1'-9" " _2 " CRICKET 12 <br />-- _-- -- -- -- -�-_-- 6- - - - - - - - - <br />rrri. IIIIIIIIIIIIIIIII <br />LINE OF INT. HIP VAULT <br />ELE------------ —T.O. AT 12'-4 <br />T.O.P. <br />10 <br />�II 1, <br />Ilion II IrnFlull IN ICI II ICI ICI ICI <br />ELEV AT 0'-0" <br />1ST FLOOR FF-------------------- -- - - - - -- - - -- - <br />EPS WINDOW SILL (TYP.) RND. TAPERED EPS COL. 1" THK. X 2" RAISED TEMP. SIDE GRADE LINE <br />(SEE DTL. H/SHT D1) (SEE DTL. D/SHT D1) SAND FINISH BANDING LITE (ASSUMED) <br />2" THK. X 6" RAISED <br />SAND FINISH BANDING <br />1 FRONT ELEVATION — 'B' DOUBLE OVERHEAD GARAGE DOORS <br />SCALE: 1 4 = 1 —0 <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 />�` 0. 011 CO(1����� <br />`;Q`�•GEN•• C,S,�0 <br />? No 70658 <br />�¢= <br />to <br />• <br />$TAT E OF •' lV � <br />i F O R••. •�C��. <br />10 N P'v <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 />FA BLACKPOINT <br />ENABLED <br />U <br />z <br />Q <br />0 <br />m <br />ir <br />O <br />0 <br />J <br />j <br />J <br />J <br />LL <br />J <br />Q <br />O <br />W— <br />0 <br />z <br />Q <br />r <br />m0u-0-j <br />Q <br />-1 <br />W <br />D <br />❑❑❑❑❑ <br />U <br />Z o <br />^ w <br />LL Of <br />w <br />O w <br />V) <br />_ <br />V J <br />J <br />z ¢ <br />0 z <br />m <br />O Z oz <br />� <br />O N <br />m <br />_ � w <br />c� O <br />0 � tj�o <br />z % Oo z <br />a <br />z 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 />08/05/10 <br />03111110 <br />.1 <br />