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LINE OF INT. HIP <br />VAU LT <br />12 <br />r- <br />rik <br />ELEV AT 8 -0 _ <br />T.O.M. <br />ELEV AT 0 -0 _ <br />1ST FLOOR FF <br />_q�ELEV AT 8 -0" <br />_--- T.O.M <br />ELEV AT 0'-0" <br />1ST FLOOR F <br />ELEV AT 8 -0" <br />----- T.O.M. - <br />rik ELEV AT 0'-0 <br />1ST FLOOR FF <br />ROOF VENTS <br />12 (TYP.) 12 <br />6 16 <br />SHINGLE <br />12 ROOF <br />LINE OF INT. HIP <br />VAULT <br />IN] <br />roi -,I <br />TEXTURED-/ GRADE LINE) <br />FINISH (ASSUMED) <br />REAR ELEVATION <br />SCALE: 1 8 77 = 1 -0 <br />T.O.M. IRV <br />URED <br />H <br />ELEV AT 0'-_T <br />1ST FLOOR FF <br />12 SHINGLE <br />ROOF <br />6 SHINGLE <br />INE OF INT. 12 ROOF <br />HIP VAULT �3 <br />2'-0" TYP. <br />00 xJ3 TEXTURED 00 RETURN <br />EE FINISH 1 AT SIDES <br />F.G. <br />GRADE LINE <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />ROOF VENTS <br />(TYP.) 12 <br />Lao 6 <br />- ELEV AT 8'-0'_ <br />T.O.M. <br />- ELEV_ AT 0'-0" <br />1ST FLOOR FF <br />___o_ <br />12 12 LINE OF INT. HIP <br />6 SHINGLE VAULT <br />6 �SHINGLLE ROOF _ 13 <br />ROOF -- __ <br />--- ELEV AT 8'-0 <br />T.O.M. <br />2'-0" TYP. <br />RETURN TEXTURED 00 <br />AT SIDES FINISH - <br />---- ------ --------------------------------------------- =4=rLELEV AT 0'-0" <br />1 ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />RIGHT ELEVATION <br />SCALE: 78--'�_ 1 -0 <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <br />ROOF PLAN - ELEVAT ON 'C' <br />77 <br />SCALE: 1 8 - 1 -0 <br />12 <br />6� <br />LIN INT. HIP VAULT FALSE F.G. <br />TEXTURED <br />FINISH <br />12 1" THK. X 6" RAISED <br />3 l____ -_ `SAND FINISH BANDING <br />ELEV AT 8'-0" <br />-T4M.---- - <br />TEXTURED <br />BANDING <br />TEXTURED FINISH- <br />1X6 TEXTURED <br />BANDING <br />TEXTURED <br />BANDING <br />ELEV AT 0'-0" <br />ST- ft6OR--FF --- - <br />ALIGN TOP OF BAND WITH <br />BOTTOM OF WINDOW <br />0 <br />0 <br />T' THK. X 6" RAISED <br />SAND FINISH BANDING <br />�ROOF VENTS <br />(TYP.) <br />N 12� <br />�N 6 <br />Im <br />�1" THK. X 6" <br />----SAND-FNSH- <br />6" FRIEZE <br />BANDING (TYP) <br />12 <br />6 <br />-FALSE F.G. <br />N <br />N TEXTURED <br />ED FINISH <br />-------------- - <br />G.C. VERIFY <br />FASCIA CALL <br />OUT (TYP.) <br />I I INNIS i I�i i�i ii I- -�WIN <br />FRONT ELEVATION - 'C' <br />SCALE: 1 4 ly= 1 -0 <br />GRADE LINE <br />(ASSUMED) <br />- 3 CAR GARAGE <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 />My co <br />I <br />* No 70658 <br />• • r <br />:9 STATE OF <br />p •. ,� ; •�v�. <br />�'�,��`� • O R I Q.P``,,.�N <br />- - - - -ELEV AT 8'=0" <br />T.O.M. <br />U_ <br />TEXTURED FINISH <br />0 <br />TEXTURED BANDING to <br />0 <br />_ ELEV AT 0'=0" <br />OOR FF <br />Utz <br />TAMPA CIVIL DESIGN <br />F.7 7. }f 4 <br />ii.l1 hIIr. <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70658 <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 />Q <br />10 <br />j_ <br />m <br />O <br />u_ <br />U <br />J <br />J <br />J <br />J <br />J <br />I.I.! <br />C) <br />Q <br />z <br />U <br />O <br />LE <br />j <br />O <br />w <br />m <br />j <br />D <br />❑❑❑❑❑ <br />U <br />z <br />0 <br />w <br />w <br />V) <br />O <br />C)w <br />O <br />ct <br />O <br />J <br />J <br />z <br />Q <br />Q <br />� <br />U <br />z <br />0 <br />W <br />0 <br />m <br />0 <br />0 <br />p <br />Om <br />Nm <br />_ <br />�w <br />0 o <br />z <br />` <br />a <br />oz <br />Z <br />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 />3.1C <br />ELEVATION - C <br />