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ELEV AT 8'-0"- <br />T. 0. M. <br />ELEV AT 0'-0" <br />_ <br />1ST FLOOR FF <br />ROOF VENTS <br />12 (TYP.) 12 <br />LINE OF INT. HIP 6 6 <br />VAULT LINE OF INT. HIP <br />12 SHINGLE VAULT <br />6 12 ROOF <br />_ ELEV AT 8'-0" <br />TEXT <br />`i' °° FINIS <br />CU CCJEl <br />--_0ELEV AT 8 -0" <br />� — T.O M. <br />_0_ELEV AT 0'-0" <br />__u 1ST FLOOR I FF <br />ELEV AT 8'-0" — <br />T.O. M. <br />TEXTURED � GRADE LIN E <br />FINISH (ASSUMED) <br />REAR ELEVATION <br />SCALE: 1 8 = 1 <br />12 <br />6 <br />INE OF INT. 12 <br />HIP VAULT �3 <br />9 <br />SHINGLE <br />ROOF <br />T.O.M. <br />URED <br />H <br />ELEV AT <br />1ST FLOOR FF <br />12 <br />6 <br />SHINGLE <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 />TEXTURED <br />FINISH <br />— ELEV AT 10'-0" <br />T.O.M. <br />— ELEV AT <br />T.O.M. <br />00 TEXTURED 00 2' 0" TYP. <br />IFFINISH -coRLI URN <br />F.G. �� AT SIDES <br />- — --- ------------------- - --ELEV_ AT 0'-0" -� <br />1ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />3 LEFT ELEVATION <br />77 <br />SCALE: 1 8 = 1 -0 <br />ROOF VENTS <br />12 (T'P�) 12 <br />SHINGLE--,, <br />ROOF 12 LINE OF INT. HIP <br />12 SHINGLE 12 VAULT <br />6 <br />6 SHINGLE ROOF <br />ROOF _ <br />- ELEV AT 8'-0 <br />T.O.M. <br />2' 0" TYP. <br />RETURN '*"-TEXTURED <br />AT SIDFS FINISH-,,,, <br />cc� <br />ELEVAT 0 -0 —---------- ---- -- -- ----—-—- - — - — -— -- -- -- - -- - — - — - <br />1ST FLOOR FF - <br />GRADE LINE <br />(ASSUMED) <br />RIGHT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />6:12 <br />SLOPE <br />I <br />VALLEY—\ 1�Q <br />6:12 _ <br />SLOPE <br />II <br />II <br />II <br />II <br />II <br />II <br />I I <br />� <br />ca <br />O <br />v <br />II <br />I I <br />I <br />I <br />6:12 <br />w <br />I <br />SLOPE <br />II <br />0 <br />I <br />I <br />II <br />� <br />II <br />I <br />II <br />II <br />I <br />6: <br />2 <br />JP`� <br />o <br />II w <br />SL <br />E <br />CRICKET <br />E <br />II <br />I <br />II a <br />(D J <br />CV <br />a_ <br />----- cn <br />-J I <br />I <br />6:12 <br />I I <br />I <br />------ - <br />--� <br />I <br />SLOPE <br />I I <br />u) I <br />- <br />--------- <br />----------- <br />j- <br />------- <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <br />ROOF <br />PLAN - <br />ELEVATION <br />SCALE: <br />1 8 <br />77 <br />= 1 7 -0 <br />12 12 <br />ROOF VENTS <br />TEXTURED KEYSTONE (TYP.) 6 � � 6 (TYP.) <br />ELEV AT 0'_0" (SEE DTL. B/SHT D1) SHINGLE ROOF <br />1ST FLOOR FF (TYP.) <br />1 " THK. X 6" RAISED SAND FINISH 12 12 <br />BANDING 12 <br />LINE OF INT. HIP VAULT SADDLE 6 I 6 10" SO. DECORATIVE <br />rJ TILES (TYP) ELEV AT 12'-5" <br />------ - - --- - --- —------------------- -----T.O.P. <br />6" RAISED SAND <br />T.O.M. AT ENTRY 2- 8 FRIEZE BAND <br />-- -14-2-- -- - (TYP.) G.C. VERIFY <br />10'-0" 3 _-- _ FASCIA CALL <br />1" THK. X 8" RAISED TEXTURED KEYSTONE ( OUT TYP. <br />ELEV AT 8'-0" SAND FINISH BANDING (SEE DTL. B/SHT D1) ( ) <br />-- — ---------------- - - - - -- - - --- - ELEV AT8'-8" <br />---------------------®® ® ------------- <br />18"X63" DECO. EPS SHUTTER - <br />(SEE T <br />(SEE DTL C/SHT D1) <br />47) I <br />I THK. X 8" RAISED SAND ®® ®m [IME] Elmr_ 1" THBI <br />FBANDING (TYP) � <br />FINISH BANDING (TYP.) FINISHBAND� <br />TEXTURED FINISH TEXTURED FINISH w <br />4jjLELEV AT 0'-0" 1STV AOOR FF <br />GRADE LINE <br />(ASSUMED) <br />,)FRONT ELEVATION - 'A' - 3 CAR GARAGE <br />SCALE: 1 4 - 1 -0 <br />MY co <br />No 70658 <br />� • i r <br />r • • r <br />f � CC <br />Z •p t• . Lu <br />STATE OF ; �y <br />�y0,p•. ,o ,Or; �?�• <br />.• <br />fi1f11i1�%j <br />Zs1i3 <br />13, 1 <br />TAMPA CIVIL DESIGN <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 />BLACKPOINT <br />E NABLED <br />U <br />z <br />Q <br />j-OU <br />m <br />J <br />J <br />J <br />iL <br />U� <br />II1-J <br />�- <br />p <br />z <br />Q <br />m <br />U <br />0 <br />O <br />w <br />❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />� <br />0 <br />w <br />D <br />w <br />[n <br />0 <br />Q <br />w <br />o <br />a <br />� <br />J <br />J <br />Z <br />Q <br />z <br />w <br />a <br />0 <br />m <br />♦ A <br />Cw <br />0 <br />r7 z <br />G <br />0 <br />0 0 <br />NEn <br />m <br />_ <br />� w <br />o <br />z <br />/♦% <br />a z <br />O Z <br />Q <br />U Z <br />z <br />` <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 />301A <br />ELEVATION - A <br />