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I I I I I Ll it 1 - _ L. <br />ROOF VENTS <br />(TYP.) <br />12 12 <br />LINE OF I 6 ��6 LINE OF INT. HIP <br />12 VAU SHINGLEJ� VAULT <br />6 ROOF <br />ELEV AT 8'-8" - - - ELEV AT_8'-8" <br />T.O.M. T 0 M <br />0 <br />� I <br />ELEV AT <br />1ST FLOOR FF <br />TEXTURED <br />FINISH <br />ELEV AT 0'-0° <br />1ST FLOOR FF <br />TEXTURED GRADE LINE <br />FINISH (ASSUMED) <br />REAR ELEVATION <br />SCALE: 1 8 = 1 -0 <br />ROOF VENTS <br />(TYP.) <br />12 <br />6�/ <br />LINE OF INT. <br />HIP VAUL - <br />ELEV AT 8 -8" ---` <br />----- T.O.M. <br />SHINGLE <br />ROOF <br />12 <br />6 <br />SHINGLE <br />ROOF <br />TEXTURED Qo TEXTURED <br />FINISH 1 FINISH 2'-0" TYP, <br />RETURN <br />ELEV AT 0 -0 AT SIDES <br />1ST FLOORFF--- --------------------------------- ----------------------- <br />GRADE LINE <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 77= 1 -0 <br />— — ELEV AT 12'-44" <br />ENTRY CLG <br />— ELEV AT 8'-8" _ <br />T.O.M. <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />ROOF VENTS <br />(TYP.) <br />12 12 <br />6 6� � <br />SHINGLE <br />ROOF LINE <br />ELEV AT 12_-4 __ _ _ _ 12 SHINGLE VAULT F INT. HIP <br />ENTRY CLG-SHINGLE 6 ROOF <br />„ ROOF - _ „ <br />ELEV AT 8= 8 _ - _ ELEV AT 8 -8 _ <br />T.O.M. T.O.M. <br />aoE_ <br />TEXTURED <br />-1 T <br />LiFINISH <br />ELEV AT 0'-0" ELEV AT <br />1ST FLOOR FF —---------------- ---------------------------------------------- --- 41 1ST FLOOR FF <br />_�J-----LL <br />----- <br />II <br />II <br />li <br />I <br />--- <br />it <br />I <br />II <br />II <br />II <br />II <br />I <br />L-L- <br />----=JJ <br />II <br />I <br />I� <br />I <br />N W <br />CD <br />ca O <br />II <br />II <br />II <br />II <br />II <br />0 0 <br />II <br />II <br />II <br />ROOF VENTS <br />I I <br />II <br />� <br />(TYP) <br />I <br />II <br />I� <br />II <br />6:, 2 <br />SLOPE <br />W <br />CD <br />_ a <br />�I <br />II <br />II <br />II <br />a <br />I� <br />II <br />II <br />CN <br />�I <br />o <br />KNEE WALL <br />�l� KNEE <br />WALL <br />I <br />G <br />ql��SLpPE <br />I <br />12 <br />6:1 <br />II <br />SLq <br />i <br />TYP. OVERHANG <br />I of <br />i I <br />r---- <br />; II i <br />E- 1 1- J <br />CRICKET <br />:12 <br />L <br />o ql�� <br />AT GABLE (U.N. O) <br />II <br />12 <br />SLOPE <br />SLOPE <br />00 <br />12 --- <br />— <br />— — — — — — <br />TYP. OVERHANG <br />AT EAVE (U.N.0) <br />ROOF PLAN <br />— <br />ELEVATION <br />5 <br />SCALE: <br />1 8 = <br />1 —0 <br />GRADE LINE 12 <br />(ASSUMED) 6 <br />RIG H T ELEVATION SAND2FIN FINISH BANDING <br />:2: RAISED <br />SCALE : 1 8 = 1 — 0 SHINGLE ROOF <br />) <br />1" THK. X 6" RAISED SAND <br />FINISH BANDING (TYP.) <br />LINE OF INT. HIP VAULT <br />12 <br />1 1/2" THK. X 6" RAISED SAND <br />FINISH BANDING (TYP.) 6 <br />ROOF VENTS <br />(TYP.) <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 />12 EPS BRACKET (TYP.) <br />6 (SEE DTL. A/SHT D2) <br />2" THK. X 2" RAISED 1" THK. RAISED SAND FINISH <br />SAND FINISH BANDING BANDING (TYP.) (SEE DTL. B/SHT D2) <br />\12 CRICKET 12 OF INT. HIP VAULT <br />6 f 6 12 ELEV AT 12'-4" <br />— — - -- - - -------- - — - - — - — - — - — - — - T.O.P. ----� <br />2" THK. X 2" RAISED SAND <br />FINISH BANDING (TYP.) <br />ELEV AT 8'-8" <br />1 1 <br />Rol <br />rltitittl��-�'���r'It���■�1��/��'� �� <br />• 1 1 1 1 <br />1 <br />FRONT ELEVATION - 'C' <br />SCALE: 1 4 77= 1 -0 <br />ff <br />T.O.M. <br />SAND FINISH BANDING <br />IN 1-811-al 6=' !vai <br />I■) I■I I I I■I I■) I■I I■I <br />C ICI ICI 1 • I 1�1 ICI ICI 1�1 w♦�:����� <br />GRADE LINE <br />(ASSUMED) <br />4" STONE CAP <br />(TYP.)(SEE DTL. <br />F/SHT D2) <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />. 01 COV <br />0 <br />qb <br />N0 70658 <br />�l " * CC <br />_ <br />• : LU <br />STATE OF •�_� <br />•,ct O Ft p Z. <br />Sl0 N A ` <br />1,/111111� <br />TAMPA CIVIL DESIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 7006 <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 />BLAC KPOI NT <br />FNABL D <br />Z <br />a <br />inj <br />J <br />U <br />J <br />U <br />J <br />J <br />0 <br />-� <br />Q <br />J <br />Q <br />� <br />WW <br />5 <br />W <br />Q <br />m <br />Z <br />Q <br />W <br />� <br />W <br />OJ <br />� <br />J <br />m0LLO-j <br />D <br />_ <br />_ <br />_ <br />cf) <br />00000 <br />U <br />ZQ <br />IL <br />w <br />� <br />Dw <br />O <br />w <br />c <br />N <br />V <br />J <br />J <br />Z <br />Q <br />Q <br />U <br />z <br />•J <br />a. <br />:D <br />� <br />0 <br />0 <br />Om <br />z <br />�z <br />o� <br />m <br />_ <br />/, <br />� w <br />0 0 <br />Z <br />` <br />//♦ <br />IZ o <br />o z <br />Q <br />% <br />Z <br />O <br />ISSUE DATE <br />JANUARY 2008 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />01116113 <br />04123112 <br />05111111 <br />12131110 <br />08105110 <br />03111110 <br />SHEE <br />3 .1 <br />