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LINE OF INT. HIP <br />VAULT <br />12 \ <br />6 __ <br />ELEV AT 8_-0 --c----- ELEV AT 8'-0" <br />TEXT <br />0i � FINISco <br />ri ELEV AT 0'-0" <br />1ST FLOOR FF <br />ROOF <br />VENTS <br />12 (TYP.) <br />6 <br />SHINGLE <br />12 ROOF <br />3� - <br />TEXTURED) GRADE LINE-/ <br />FINISH (ASSUMED) <br />12 <br />�6 <br />LINE OF INT. HIP <br />VAULT <br />T.O.M. <br />URED <br />H <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />4 REAR ELEVATION <br />SCALE: 1 8 = 1 -0 <br />12 <br />12 6 SHINGLE <br />RnnF TEXTURED <br />6 SHINGLE FINISH <br />LINE OF INT. 12 ROOF _ — ELEV AT 10' _0" <br />HIP VAULT �3 C__ _- T.O.M. <br />6 <br />ELEV AT 8_-0' --------__ ELEV AT 8'-0' <br />----- T O.M!----- <br />El FB_1 S-1 <br />0 TEXTURED 00 2'-0" TYP. <br />10 FINISH RETURN <br />F.G. � AT SIDES <br />ELEV AT 0 -0" ELEV_ AT 0'-0" <br />1ST FLOOR F ----------------------- — - — - — — - — - — - — - — - — - -- ---1ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />3 LEFT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />ROOF VENTS <br />12 (TYP.) 12 <br />SHINGLE 6 � � � 6 <br />ROOF 12 LINE OF INT. HIP <br />12 SHINGLE VAULT <br />6 <br />6 SHINGLE ROOF _ 2 3 <br />ROOF - _ „ <br />ELEV AT 8'-0" _ --- ELEV AT 8'-0 <br />----- T.O.M. T.O.M. ----- <br />----------------------- <br />----------- --------- <br />r II <br />II <br />II <br />II <br />I I Nw� <br />II O <br />r---------1� <br />Ir--------- ---------- <br />---------- <br />---------- <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 />'I BII <br />Ii <br />II <br />6:12 <br />SLOPE <br />�m <br />6:12 <br />SLOPE <br />II <br />VALLEY <br />II <br />II <br />cv� <br />II <br />II <br />I I <br />� <br />� <br />O <br />II <br />I I <br />II <br />C/) <br />II <br />II <br />w <br />II <br />II <br />� <br />II <br />II <br />0 <br />II <br />6:12 <br />Q <br />Lu <br />_SLOE <br />CRICKET <br />� <br />---- <br />- <br />6:12 <br />II <br />— <br />--__SLOPE <br />------------JI <br />- - <br />- <br />- - - - - - - - <br />- - - - - - - - <br />- - - J <br />111 <br />1 O <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <br />ROOF <br />PLAN - <br />ELEVATION <br />'A' <br />SCALE: <br />178 <br />= 1 7=077 <br />2'-0" TYP. <br />RETURN TEXTURED 00 <br />AT SIDES FINISH _ <br />TEXTURED KEYSTONE (TYP.) <br />ELEV L R FF — ____ ________--- _ ______ _____ _ _______ ___ _ _ _ _ _ _ __ 1ST10 FLOOR <br />0'=0' <br />1ST FLOOR FF 1ST FLOOR FF � (SEE DTL. B/SHT D1) <br />GRADE LINE 1" THK. X 6" RAISED SAND FINISH <br />(ASSUMED) BANDING <br />LINE OF INT. HIP VAULT <br />RIGHT ELEVATION <br />SCALE: 1 8 = 1'--0 <br />12 <br />T.O.M_AT ENTRY <br />10'-0"------------- _ <br />�Ijj--�...ELEV AT 8'-0" <br />Y' I- <br />O-M.- - - — - —-— -- — - — - — - — - — - — - — - - - - <br />12" <br />18"X63" DECO. EPS SHUTTER o <br />(SEE DTL. C/SHT D1) o <br />1" THK. X 8" RAISED SAND <br />FINISH BANDING (TYP.) <br />TEXTURED FINISH <br />ELEV AT 0'-0" <br />ST-FL66f� -FF -- - <br />N <br />G: <br />12 <br />6 <br />.o I <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />6:1 I <br />SLOP I <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />12 <br />6 ROOF VENTS <br />(TYP.) <br />SHINGLE ROOF <br />(TYP.) <br />12 12 <br />6 6 <br />SADDLE <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 />10" SQ. DECORATIVE <br />(TYP) <br />Z�ILES <br />--- ----- ---------------ELEV AT 16 RAISED SAND T.O.P. �7- <br />FRIEZE BAND <br />1" THK. X 8" RAISED TEXTURED KEYSTONE <br />SAND FINISH BANDING1 Z(SEE DTL. B/SHT D1) <br />IN I -all I 1� <br />� IN 11 110.11milmilini INI I- Swilim-110411081 Wal Imi <br />R <br />GRADE LINE <br />(ASSUMED) <br />2 CAR GARAGE <br />G.C. VERIFY <br />FASCIA CALL <br />OUT (TYP.) <br />----------- -------------- ELEV AT 8_8" <br />5 12 T.O.M. <br />cn <br />QCD <br />1" THK. X 8" RAISED SAND J <br />FINISH BANDING (TYP.) <br />o� <br />TEXTURED FINISH o i­ <br />0 <br />_ — — ELEV AT 0=0"� <br />,` 1111 t111itr 11'r <br />�EMY C0V��''� <br />* No 70658 <br />TAMPA CIVIL DESIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70656 <br />I 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 />U <br />Z <br />a <br />d <br />} - <br />m <br />OUJ-j <br />j <br />J <br />J <br />J <br />�-iQO> <br />w <br />I <br />o <br />° <br />a <br />J <br />Z <br />Q <br />O? <br />W <br />m0ii <br />Z) <br />_ <br />❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />w <br />ry- <br />Dw <br />OV) <br />Q <br />w <br />,R O <br />V <br />0 <br />a 0 <br />J <br />Z <br />Q z <br />z <br />J <br />W O <br />00 0 <br />w z <br />M p <br />O I_ Lu m <br />= F-- w <br />0 o <br />IZ z <br />oz <br />Z U <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 />3. <br />ELEV ION <br />