Laserfiche WebLink
1 <br />LINE OF <br />12 VAU <br />ROOF VENTS <br />(TYP.) <br />12 12 <br />6 �� 16 LINE OF INT. HIP <br />SHINGLE___ ---- <br />VAULT <br />ROOF <br />ELEV AT 8'-8_ _-- - <br />T.O.M. <br />00 <br />I <br />C.0 [I] - <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 />6F/ <br />LIN!5- <br />INT. <br />HI-- <br />ELEV AT 8 -8" - <br />----- T,O.M.-- <br />--_— —_ --- -------- <br />T.O.M. <br />ELEV AT 8-8" <br />TEXTURED <br />FINISH <br />ELEV AT 0'-0' <br />__.j;o_ <br />1 ST FLOOR FF <br />12 <br />6 SHINGLE <br />SHINGLE ROOF <br />ROOF -� _ — — <br />ELEV AT 12'-4" <br />ENTRY CLG <br />_ _ELEV AT_8'-8=_� <br />T.O.M. <br />TEXTURED <br />FINISH HE <br />ELEV AT 0 -0" <br />--- <br />15T FLOOR FF --- ----------------------------- <br />GRADE LINE <br />(ASSUMED) <br />00 TEXTURED <br />FINISH <br />—------------------------- - --ELEV AT 0'-0" <br />1ST FLOOR FF <br />3 LEFT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />ROOF VENTS <br />(TYP.) <br />12 12 <br />SHINGLE 6 ® 6 <br />ROOF <br />ELEV AT 12'_-4" j 2 LINE OF INT. HIP <br />_ _ _ _ _ SHINGLE VAULT <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 />00 TEXTURED <br />-1 101Qo EFINISH <br />\%, <br />ELEV AT 0'-0" ELEV AT <br />1ST FLOOR FF --------------------- ---------------------------------------- --- 1ST FLOOR FF <br />GRADE LINE <br />(ASSUMED) <br />02RIGHT ELEVATION <br />SCALE: 1 8 - 1 - 0 BA'di;,, <br />ON (TYP <br />P��ii itll <br />LiNL Cif INT HIP VAU: <br />I" RAI'.l b `',AND 0,41 N <br />[)ht.Fl�1ONF TYF'.) (SLi <br />I)il. B/';III U1) <br />1 / lfik, X 6 R11`.& 1.) <br />,AN[i I INC;II UANDINra <br />t LF'u A I ,, D" <br />.0.M <br />F-—— — — — — —- <br />I� <br />II <br />II <br />ROOF VENTS <br />I I <br />II <br />� (TYP) <br />6:12 <br />SLOPE13 <br />o <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />13 <br />II <br />II <br />II <br />4CL <br />II <br />II KNEE WALL <br />P�� a <br />II <br />KNEE WALL o <br />w <br />II <br />Gql� <br />I <br />i12 611 <br />�� RID <br />t JP <br />I o <br />LQP SL E <br />6:12 <br />i <br />II <br />i <br />SLOP <br />6. <br />o <br />i CRIC <br />II N� PE���'P <br />Na- <br />------------ <br />------------ <br />TYP. OVERHANG <br />AT HIP (U.N.0) <br />R00F PLAN - ELEVATION 'A' <br />SCALE: 1 8 1 0 <br />HN'JI-U SAN[! i INI'lH <br />FIP>r;'il BANIANi, (lYP.) <br />1 1 /'?" THR. Ci" kAISFD <br />401D k=WISH sAhll)IN(: <br />XiLii�''[i I`;I <br />N <br />I FHh X. R�+I`F(_�i SAH[) <br />INI6I1 L;K <br />1ti <br />I tNI�H Fsa.tdUlP��� , <br />FRONT ELEVATION - 'A' <br />SCALE: 1 4 - 1 0 <br />77 <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 />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 />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 ONLY <br />OK BLAC KPOI NT <br />ENABL.EC; <br />0 <br />z <br />a <br />0 <br />j - <br />m <br />OUJ <br />j <br />J <br />J <br />-� <br />J <br />W <br />J <br />'c <br />p <br />O <br />z <br />> <br />Q <br />J <br />W <br />Q <br />-i(r <br />W <br />J <br />m0LE0-j <br />❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />0 <br />w <br />w <br />O th <br />w <br />V) <br />0 <br />�' vR <br />• J <br />J <br />z a <br />z <br />z <br />J <br />m0 <br />z �z <br />O Qo <br />� N D <br />\ m <br />2 / �w <br />CD 0 <br />//♦ <br />Q / c,z <br />_j z (u) <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 />3AM 1 <br />