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I 1 I'y 11 1 1 91 I <br />1 <br />ROOF VENTS <br />12 (TYP.) <br />LINE OF INT. HIP 6 <br />VAULT------\ <br />12 <br />ELEV AT ELEV AT 8'-0" <br />IV T.O.M. EE— — --------� <br />TEXT <br />`X-) p FINIS <br />o <br />1-0 0 <br />12 <br />�6 <br />ELEV AT 0'-0" <br />T F 1SLOOR FF <br />ELEV AT 8'-0" <br />------ T.O.M1 <br />-0 ELEV AT 0 -0' <br />1ST FLOOR -FF <br />ELEV AT 8'.-0" <br />— T.O.M. <br />/ SHINGLE <br />12 ROOF <br />TEXTURED GRADE LINE <br />FINISH (ASSUMED) <br />REAR ELEVATION <br />SCALE: 1 8 7 7= 1 -0 <br />LINE OF INT. HIP <br />VAULT <br />T.O. M. <br />URED <br />H <br />ELEV AT O'-0' rik <br />1ST FLOOR FF <br />12 <br />12 � 6 SHINGLE <br />TEXTURED <br />6 SHINGLE FINISH <br />12 ROOF _ELEV AT 10'-0" <br />INE OF INT. <br />HIP VAULT �3 <br />ELEV AT 8'-0'_ ___ <br />T.O.M. <br />TEXTURED `ate 2'-0" TYf'. <br />.� FINISH RETURN <br />A SIDLS <br />— ---- — -------------- - -- - — - — --- - ---ELEV AT 0' 0" <br />1ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />ROOF VENTS <br />12 (TYP.) 12 <br />SHINGLE 6 � CAR 6 <br />12 LINE OF INT. HIP <br />ROOF 12 6 SHINGLE VAULT <br />6 SHINGLE ROOF 3 <br />ROOF _ <br />- - ELEV AT_ 8'-_0' <br />T.O.M. <br />-,� 2' 0" -fv' <br />RIIURN TEXTURED <br />Al SIDI`' FINISH <br />ELEV AT 0'-0" <br />-------- — --- _ — - <br />1ST FLOOR FF — <br />00 <br />Li El <br />------------------------------------------- <br />GRADE LINE <br />(ASSUMED) <br />RIGHT ELEVATION <br />SCALE: 1 8 = 1 70 <br />1'-0" <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <br />ROOF PLAN - ELEVATION 'A' <br />SCALE: 1 8 = 1 -0 <br />77 <br />ELEV AT 0' _ 0' TEXTURED KEYSTONE (TYP.) <br />1ST FLOOR FF (SEE DTL. B/SHT D1) <br />1" THK. X 6" RAISED SAND FINISH 12 <br />BANDING 6 <br />LINE OF INT. HIP VAULT , <br />,gkT.O.M. ENTRY <br />10'-0" 3 <br />ELEV AT 8'-0" <br />12" <br />18"X63" DECO. LIPS SHUTTER <br />(SEE DTL C/SHT D1) �a <br />1" THK. X 8" RAISED SAND <br />FINISH BANDING (TYP.) <br />TEXTURED FINISH <br />ELEV AT 0'-0" <br />Sf-FL66R +F - — - <br />a <br />_1 <br />12 <br />6 ROOF VENTS <br />(TYP.) <br />SHINGLE ROOF <br />(TYP.) <br />12 12 <br />6 <br />SAD DLE <br />1" THK. X 8" RAISED - <br />SAND FINISH BANDING <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 />6 10" SO. DECORATIVE <br />ILES (TYP) <br />-------- -----—-—- — - — - -- ELEV AT 12'-5" <br />611 RAISED SAND — T.O.P. <br />RIEZE BAND <br />TEXTURED KEYSTONE <br />(SEE DTL. B/SHT D1) <br />Elm <br />m ini I III I <br />Uni I-millmilin-ill-al I-mill-ni in <br />I 1 0 11-al IN -1 <br />N = III--Nl 11-ml I 1 1-41 IN <br />GRADE LINE <br />I.n . "n \ <br />G.C. VERIFY <br />FASCIA CALL <br />OUT (TYP.) <br />— -- — — — --- — — — ---- -ELEV AT --- <br />�5 12 F.O.M. <br />cn <br />1 <br />F_ L <br />I_ C) <br />1" THK. X 8" RAISED SAND s <br />FINISH BANDING (TYP.) <br />Liii U <br />TEXTURED FINISH ' U 1 <br />n <br />C) <br />---- — — — --- --- ELEV AT <br />"I I LVVI\ 11 T <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 />F=NABI..F[) <br />U <br />Z <br />a <br />J <br />m J J J -� <br />LL J <br />oJQ0 <br />W a o Z a <br />0 J W <br />W j M J <br />m U lL 0 <br />:) _ _ _ 2 <br />❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />0 <br />w <br />LL � <br />w <br />O Q Of <br />w <br />V) <br />o <br />a 0 <br />J <br />_Z <br />Q U <br />z <br />W <br />0 <br />6 O 0 <br />O N � <br />m <br />w <br />C-D o <br />ZZ <br />//. <br />_j <br />Z <br />ISSUE DATE <br />MARCH 2O07 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />12131110 <br />02105113 <br />SHEET <br />302A <br />ELEVA PON - A <br />