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ELEV AT 0'-0" <br />_ <br />1ST FLOOR FF <br />ROOF VENTS <br />(TYP.) <br />12 12 <br />LINE OF INT. HIP 6 �. �6 <br />VAULT SHINGLE <br />ROOF <br />TEXTURED <br />FINISH <br />REAR ELEVATION <br />SCALE: 1 8 = 1 —0 <br />ROOF VENTS <br />(TYP.) <br />12 <br />LINE OF INT. <br />HIP VAUL --- <br />ELEV AT 8-8" <br />----- T.-O. M.-- <br />GRADE LINE <br />(ASSUMED) <br />LINE OF INT. HIP <br />VAULT <br />ELEV AT 8'-8"_ <br />T.O.M. <br />JRED <br />H <br />ELEV AT 0'-0' <br />1 ST FLOOR FF <br />12 <br />6 SHINGLE <br />ROOF <br />SHINGLE <br />ROOF -� —_ _-- _-----_ELEV AT 12'_4" <br />ENTRY CLG <br />ELEV AT 8'-8" <br />T.O.M. <br />TEXTURED <br />FINISH <br />ELEV AT 0'-0" <br />15T FLOORFF--- ------------------------------------- <br />GRADE LINE 1/0 <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 = 1 —0 <br />ROOF VENTS <br />(TYP.) <br />12 <br />0 <br />SHINGLE 6 <br />ROOF <br />ELEV AT 12'-4" <br />TNTRY CLG _ <br />-0_ ELEV AT 8'-8" _ <br />)­ T.O.M. <br />0 TEXTURED <br />FINISH <br />ELEV_ AT 0'-0" ._jj0_ <br />—------------------------- - ---1ST FLOOR FF <br />0 <br />SHINGLE <br />ROOF <br />12 <br />6 <br />LINE OF INT. HIP <br />VAULT <br />00171 <br />TEXTURED <br />ILJI FINISH- <br />ELEVATO'-0" -------------------------- ----------------------------------------- <br />1ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />2 RIGHT ELEVATION <br />SCALE. 7 8 77— 1 —0 77 <br />_ ELEV AT 8'-8" _ <br />T.O.M. <br />ELEV AT <br />1 ST FLOOR FF <br />TYP. OVERHANG <br />AT HIP (U.N.0) <br />,� ROOF PLAN — ELEVATION 'A' <br />SCALE: 1 /8" — 1'-0" <br />12 <br />6 <br />1" THK. X 6" RAISED SAND FINISH <br />BANDING (TYP.) <br />11" RAISED SAND FINISH DBL. <br />KEYSTONE (TYP.) (SEE DTL. 12 <br />B/SHT D1) 6 <br />LINE OF INT. HIP VAULT <br />11" RAISED SAND FINISH <br />DBL. KEYSTONE (TYP.) (SEE 12 -- — - — - — - - — - - ------- <br />DTL. B/SHT D1) 6 „ <br />1 1/2" THK. X 6" RAISED <br />SAND FINISH BANDING <br />co <br />ELEV AT 8'-8" - <br />Y T.O.M.------- `i i <br />CV <br />RAISED SAND FINISH <br />QUOINS (TYP.) <br />(SEE DTL. C/SHT D1) t <br />1 " THK. X 4" RAISED SAND <br />FINISH BANDING (TYP.) O° <br />1 1 /2" THK. X 6" RAISED <br />SAND FINISH BANDING <br />TEXTURED FINISH <br />ELEV AT 0'-0" --_z__________ <br />Y 1ST FLOOR FF <br />1" THK. X 8" RAISED SAND 1" THK. X 6" RAISED SAND <br />FINISH BANDING FINISH BANDING <br />ROOF VENTS <br />(TYP.) <br />12 <br />6 SHINGLE ROOF <br />(TYP.) <br />21CKET 6 12 \ <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 />LINE OF INT. HIP VAULT <br />------------ —ELEV AT 12'-4" jj0_ <br />T.O.P. <br />11" RAISED SANG_ - <br />KEYSTONE DBL. (TYP.) (SEE - <br />DTL. B/SHT D1) - - <br />■ � CJ J ICI �I �I ICI f�l ICI " <br />!� �I I_I �I it ICI IJ L■ <br />fro <br />� ICI ICI ICI �I ICI �I ICI <br />RND. TAPERED EPS COL. TEMP. SIDE GRADE LINE <br />(SEE DTL. D/SHT D1) LITE (ASSUMED) <br />FRONT ELEVATION — 'A' <br />SCALE: 1 4 77— 1 —0 <br />77 <br />T.O.M. <br />-1" THK. X 6" RAISED <br />SAND FINISH BANDING <br />-OPT. COACH LIGHT (TYP.) <br />_ELEV AT 0'-0" <br />1ST FLOOR FF <br />SII <br />140 70656 <br />=a:= <br />•:Luz.9 S7ATE OF ':• �: <br />•:•. �4*•:1 O R,p •dam ' <br />0 1fil.. 0 N 50% <br />rrrnr111ki <br />TAMPA CIVIL DESIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70658 <br />1 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 />FW BLACKPOINT <br />0 <br />z <br />Q <br />0 <br />O U J J <br />m j J J J <br />0— -0 <br />W a: Q Zif Q <br />O W <br />W J m J <br />m U O <br />❑❑❑❑❑ <br />U <br />Z <br />0 <br />w <br />D <br />w <br />N <br />O <br />w <br />Of <br />U) <br />0 <br />J <br />J <br />z <br />Q <br />Q <br />(3 <br />Z <br />J <br />D <br />m <br />� <br />O <br />0 <br />0 <br />ch <br />c� z <br />of <br />2 <br />\ <br />/ <br />m <br />~w <br />cD o <br />z <br />//♦ <br />�Z <br />Q <br />% <br />c) z <br />z <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 />SHEET <br />3A <br />ELEVA PONS - A <br />