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- -_ !.. LI , I I I - -- <br />ROOF VENTS <br />(TYP.) <br />12 <br />6 <br />LINE OF INT. HIP <br />VAULT SHINGLE <br />ROOF <br />ELEV AT 8'-8" - - - <br />T.O.M. <br />0 <br />I I <br />ELEV AT0'-0"—_ <br />1ST FLOOR FF <br />TEXTURED GRADE LINE <br />FINISH (ASSUMED) <br />REAR ELEVATION <br />SCALE: 1 8 71= 1 -0 <br />ROOF VENTS <br />(TYP.) <br />12 <br />6F—/ <br />LINE OF INT. <br />HIP VAUL - -- <br />ELEV AT 8-8' __--- <br />.. -----T.-b.M-- <br />12 <br />�6 <br />LINE OF INT. HIP <br />VAULT <br />—_--- -- --- ELEV AT 8'-8"_q�_ <br />T.O.M. <br />TEXTURED <br />FINISH <br />—ELEV AT 0'-0" <br />1ST FLOOR FF <br />0 <br />6 SHINGLE <br />SHINGLE ROOF <br />ROOF <br />TEXTURED <br />FINISH <br />ELEV AT 0'-0" <br />-- 1ST FLOOR FF--- -------------------------------- <br />GRADE LINE 1/10 <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />SHINGLE <br />ROOF <br />-0ELEV AT 12'-4" <br />-E T OLD -------------- <br />ELEV AT 8'-8" <br />T.O.M. <br />12 <br />6 <br />ROOF VENTS <br />(TYP.) <br />0 <br />0 <br />2'-0" TYP <br />ao TEXTURED RETURN <br />FINISH -� AT SIDES <br />12 <br />6 <br />— — ELEV AT 12' _ 4" <br />ENTRY CLG <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV_ AT 0'-0" <br />1ST FLOOR FF <br />LINE OF INT. HIP <br />SHINGLE VAULT <br />ROOF <br />— ELEV AT 8'- <br />T.O.M. <br />2'-0" TYP. <br />ao TEXTURED RETURN0 <br />AT SIDES 1.0 FINISH <br />ELEV" AT 0'-0" ELEV AT 0'-0' <br />1ST FLOOR FF -- - ---- — - — - — - — - — - — - — - — - — --- ----------------------------------------- --- 1ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />2 RIGHT ELEVATION <br />77 <br />SCALE: 1 8 = 1 -0 <br />3'-8. <br />TYP. <br />ROOF PLAN - ELEVATION 'D' <br />SCALE: 1 8 = 1 -0 <br />77 <br />11" RAISED SAND FINISH <br />KEYSTONE (SEE DTL. <br />H/SHT D2) <br />1" THK. X 6" RAISED SAND <br />FINISH BANDING (TYP.) <br />8" RAISED SAND FINISH KEYSTONE <br />(SEE DTL. G/SHT D2) 12 -- <br />LINE OF INT. HIP VAULT 6 <br />1" THK. X 6" RAISED SAND <br />FINISH BANDING (TYP.) <br />ET.ELCV_AT <br />8'-8" -- — -- - - — -— <br />O.M. <br />18"X63" DECO. EPS SHUTTER <br />(SEE DTL. L/SHT D2) <br />00 <br />I <br />TEXTURED FINISH <br />At,,, ELEV AT 0'=0° ----- — - — - — - — — - — - — - -------- <br />Y 1ST FLOOR FF <br />1" THK. X 6" RAISED SAND 12" X 8'-0" TALL SQUARE EPS <br />FINISH BANDING (TYP.) COLUMN (SEE DTL. I/SHT D2) <br />FRONT ELEVATION - 'D' <br />SCALE: 1 4 77- 1 -0 <br />77 <br />ROOF VENTS <br />12 (TYP.) <br />6 <br />12 <br />6 <br />12 <br />6 6 CRICKET 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 />r TYP. OVERHANG <br />00 AT GABLE (U.N.0) <br />TYP. OVERHANG <br />AT HIP (U.N.0) <br />EPSLOUVER WITH KEYSTONE <br />J(SEED�TL. M/SHT D2)LINE OF INT. HIP VAULT ---------- — ---ELEV AT 12'-4" <br />T.O.P. <br />1" THK. X 6" RAISED SAND FINISH <br />BANDING (TYP.) <br />a � 11 " RAISED SAND FINISH <br />7 <br />wElo-FeKEYSTONE SEE DTL. H SH <br />�[�Fr <br />OPT. <br />9., P®®®®®®®� <br />LO <br />TEMP. SIDE GRADE LINE <br />LITE (ASSUMED) <br />T.O.M. " <br />-1 THK. X 6 RAISED SAND <br />FINISH BANDING (TYP.) <br />-OPT. COACH LIGHT (TYP.) <br />_ _ELEV AT 0'-0' <br />1ST FLOOR FF <br />00 <br />0,1 <br />No 10658 '; ♦r <br />• r <br />r <br />' STATE OF •�W: <br />�� O .• OPT N �. <br />0 Ft <br />r34i�4S`S�ONA�-��•``. <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 />RESIDEN TI AL. <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 />FNABLED <br />0 <br />z <br />Q <br />p <br />O U J J <br />m LL J J J <br />Q 0 <br />W <p Z Q <br />O�w <br />W J a: J <br />m U LE O <br />D _ _ _ <br />cf)❑❑❑❑a <br />U <br />z <br />0 <br />D <br />V) <br />w <br />W <br />O <br />w <br />N <br />0TL <br />V <br />J <br />J <br />Q <br />_z <br />0 <br />z <br />z <br />J_ <br />a <br />5 <br />� <br />Om <br />D <br />0 <br />z <br />N Z <br />0 <br />� <br />o <br />N � <br />O <br />in <br />7 w <br />o o <br />z <br />` <br />o z <br />z <br />I <br />J <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 />�*Z"- <br />ELEIWION_W D <br />