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ROOF VENTS <br />12 (TYP.) 12 <br />LINE OF INT. HIP 6 6 <br />VAULT <br />LEV AT <br />Eli: <br />LINE OF INT. HIP <br />VAULT <br />_EV AT <br />ST FLOOR FF <br />ELEV AT 8 -0" <br />ELEV AT 0'-0" <br />1ST FLOOR TP <br />_ EL_EV AT 8'-0"_q�_ — <br />T.O.M. <br />ELEV AT 0'-0" <br />_ <br />1 ST FLOOR FF - <br />12 SHINGLE <br />12 ROOF <br />31 - <br />TEXTURED GRADE LINE <br />FINISH (ASSUMED) <br />REAR ELEVATION <br />SCALE: 1 8 = 1 <br />Ct <br />c-_ - <br />ELEV AT 8'=0"_� <br />T.O.M. <br />URED <br />H <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />12 SHINGLE <br />6 SHINGLE ROOF <br />INE OF INT. 12 ROOF <br />HIP VAULT <br />---ELEV AT 8'-0-- <br />T.O. M. <br />2'-0" TYP. <br />/)3 <br />0 TEXTURED 00 RETURN <br />FINISH AT SIDES <br />F.G. -� <br />-- ----- - ----- ----------- — - — - — - — - — - - — - — - — - - — - — - — - — — ---ELEV ATO'-- __q� 1ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 77 <br />= <br />12 12 <br />6 <br />6 SHINGLE <br />ROOF <br />1 "-0 <br />ROOF VENTS <br />(TYP.) <br />12 <br />Lao 6 <br />LINE OF INT. HIP <br />SHINGLE VAULT <br />ROOF � 12 <br />---_ ELEV AT 8'-0—__ji0_ <br />T.O. M. <br />2'- 0" TYP. <br />RETURN TEXTURED co <br />AT SIDES FINISH <br />co <br />GRADE LINE <br />(ASSUMED) <br />RIGHT ELEVATION <br />SCALE: 1 8 = 1 70 <br />Imalls <br />ELEV AT 8'-O" <br />T$-IvF.---- <br />TEXTURE <br />BANDING <br />TEXTURED FINIS <br />1X6 TEXTURE[ <br />BANDING <br />TEXTURE <br />BANDING <br />ELEV AT 0'-0" <br />1 S�F- FL60R-FF — <br />ELEV <br />1 ST FLOOR FF <br />----------------------- <br />II II <br />II II <br />II II <br />II II <br />it II <br />it W II <br />I I N n I I <br />I I to cn I I <br />Ir-------------------J II <br />II II <br />I I tiiA �Q <br />II II <br />II <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />it <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />I� 8 II <br />II II <br />II <br />�� II <br />I 6:12 _ <br />II <br />_ 6:12 SLOPE <br />II <br />SLOPE W B <br />II p II <br />II <br />II II <br />II II <br />II II <br />it it <br />it II <br />II II <br />it II <br />II II <br />II II <br />II 8 II <br />II II <br />II II <br />II II <br />II II <br />I <br />II II <br />II II <br />II II <br />II II <br />II I <br />II <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />II I <br />II I <br />II II <br />II r------, II <br />III <br />I II II l <br />IL----------- <br />L------------------------J <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <br />ROOF PLAN — ELEVATION 'C' <br />SCALE: 1 8 = 1 —0 <br />1'-0. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />i <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />--I I <br />I <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 />EMY �co Doff <br />��.• ��.��c E NdF cy <br />* No 70658 <br />S-nt %Q: <br />TAMPA CIVIL DESIGN <br />rIat y1 :5'!28' i <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 />r � F <br />U <br />z <br />0 <br />j- <br />m <br />O <br />U <br />J <br />J <br />J <br />-� <br />J <br />LL <br />0 <br />W <br />Z <br />p <br />z <br />J <br />Q <br />W <br />Q <br />j <br />w <br />W <br />J <br />m0u.O? <br />❑❑❑❑❑ <br />U <br />z <br />— o <br />a. W <br />W <br />O C)W <br />�_ <br />a p <br />O J <br />J <br />z <br />Q U <br />z <br />W 0 <br />m 0 <br />U <br />W M z <br />p <br />0 Nm <br />m <br />7—I— W <br />0 o <br />z a- o <br />�� <br />a � 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 />ELEVA PON - C <br />