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LINE OF INT. HIP <br />VAULT <br />12 <br />6� <br />ELEV AT 8'-0" <br />_ <br />T.O.M. <br />ELEV AT 0'-0" <br />_ <br />1ST FLOOR FF <br />ELEV AT 8'-0" <br />----- T.O Ml <br />110 ELEV AT 0'-0" <br />1ST FLOOR F <br />ELEV AT 8'-0" — <br />T.O.M. <br />ROOF VENTS <br />12 (TYP.) <br />6 <br />SHINGLE <br />12 ROOF <br />TEXTURED GRADE LINE <br />FINISH (ASSUMED) <br />12 <br />,16 <br />REAR ELEVATION <br />SCALE: 1 8 71,= 1 77 <br />LINE OF INT. HIP <br />VAULT <br />12 <br />6SHINGLE <br />INE OF INT. <br />12 ROOF <br />HIP VAULT �3 <br />■B <br />0 TEXTURED <br />FINISH <br />F.G. �•� <br />- ------- ------------- <br />GRADE LINE <br />(ASSUMED) <br />LEFT ELEVATION <br />SCALE: 1 8 71= 1 —0 <br />1. .. mr/ <br />URED <br />H <br />ELEV AT O'-0" <br />1ST FLOOR FF <br />12 <br />6 <br />SHINGLE <br />TEXTURED <br />FINISH <br />ELEV AT 10'-0" <br />T.O.M. <br />ELEV AT 83=-0'_ <br />T.O.M. <br />co 2'-C" TYP. <br />RETURN <br />--- AT SIDES—ELEV _AT0'-0" 6 <br />1ST FLOOR FF — <br />ROOF VENTS <br />12 (TYP.) 12 <br />SHINGLE 6 ® ® ® 6 <br />ROOF 12 LINE OF INT. HIP <br />12 6 SHINGLE 12 VAULT <br />6 SHINGLE ROOF ^� 3 <br />ROOF - - <br />`---- ELEV AT 80" <br />T.O.M. <br />2'- 0" TYP. <br />RETURN TEXTURED co <br />AT SIDES FINISH -1 El <br />C-D <br />-A <br />rik ELEV ATO-0 ----- --- -- 1 ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />RIGHT ELEVATION <br />SCALE: 1 8 = 1 —0 <br />ROOF PLAN <br />SCALE. 1 8 <br />TEXTURED KEYSTONE (TYP.) <br />ELEV AT 0'- 0" (SEE DTL. B/SHT D1) <br />-1ST FLOOR FF <br />1" THK. X 6" RAISED SAND FINISH 12 <br />BANDING 6 <br />LINE OF INT. HIP VAULT <br />T.O.M_AT ENTRY �_— <br />10'-0"--------------- 3 - <br />ELEV AT 8'-0" <br />------------------------ - - <br />12" <br />1'-0„ <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <br />ELEVATION 'A' <br />1 —0 <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 />10" SQ. DECORATIVE <br />TILES- (TYP) -- -——--------- - — - - ---ELEV AT 12'-5"- <br />6" RAISED SAND T.O.P. <br />FRIEZE BAND <br />G.C. VERIFY <br />FASCIA CALL <br />TEXTURED KEYSTONE ( OUT (TYP.) <br />(SEE DTL. B/SHT D1) <br />-------- ---- ------ - -------- ---------------- - --- - - - - -ELEV AT8'-8 <br />5' 12 T.O.M. <br />18"X63" DECO. EPS SHUTTER o El ❑ <br />® ® <br />(SEE DTL. C/SHT D1)CD <br />a <br />1" THK. X 8" RAISED SAND 1" THK. X 8" RAISED SAND <br />FINISH BANDING (TYP.) FINISH BANDING (TYP.) <br />®®®®®®®®®®® 00 <br />TEXTURED FINISH TEXTURED FINISH <br />® ® <br />DEIE]. <br />CD AT0 <br />ELEV AT 0'-0" — — — <br />ELEV <br />ST— LO0R F- — _ff <br />1ST OOR FF <br />GRADE LINE <br />(ASSUMED) `ass BEM..•COL <br />k' E. IqC <br />* No 70658 <br />o. <br />• .. <br />�'Q• •ir2 <br />:• STATE OF <br />%000 # & Q <br />tfill 40 <br />12 12 <br />6 6 ROOF VENTS <br />(TYP.) <br />SHINGLE ROOF <br />12 (TYP.) <br />12 <br />6 6 16 <br />SADDLE <br />(TYP.) <br />1" THK. X 8" RAISED - <br />SAND FINISH BANDING <br />FRONT ELEVATION — 'A' <br />SCALE: 1 4 = 1 —0 <br />77 <br />— 3 CAR GARAGE <br />TAMPA CIVIL DESIGN <br />5289 <br />f 8 PHOINE <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 />vGBLACKPOINT <br />ENABLED <br />z <br />a <br />w <br />a <br />0 <br />z <br />Q <br />m <br />oc <br />J <br />J <br />U <br />J <br />U <br />J <br />-� <br />w <br />LL <br />J <br />o <br />> <br />a <br />Z <br />z <br />J <br />w <br />Q <br />J <br />w <br />W <br />J <br />m0LLO? <br />D <br />2 <br />= <br />2 <br />2 <br />L CO <br />❑❑❑❑❑ <br />U <br />z <br />— o <br />a: w <br />Of <br />(f) <br />0 W <br />Om <br />O J <br />J <br />z d <br />Qz <br />W0 <br />m . A 0 <br />V , 0 <br />w z <br />0 p o <br />0 Nin <br />in <br />T I- w <br />0 o <br />z <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 />ELEI/ 11111111N - A <br />