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F \ <br />FRONT ELEVATION - WINDOW SEAT <br />SCALE: 1 4 = 1 -0 <br />REAR ELEVATION <br />SCALE: 1 8 = 1 <br />I <br />LEFT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />RIGHT ELEVATION <br />SCALE: 1 8 = 1 <br />I <br />LEFT ELEVATION - WINDOW SEAT <br />SCALE: 1 8 77 = 1 -0 <br />12 <br />T' ' f :I>> <br />V <br />M. e7l <br />........... .. <br />ivr <br />T. <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <br />ROOF PLAN - ELEVATION 'A' <br />SCALE: 1 8 = 1 -0 <br />77 <br />x � ;'. t K F. `� 1 I <br />n i .1 <br />' <br />FRONT ELEVATION - 'A' <br />SCALE: 1 4 - 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 />i'-0" <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <br />ROOF PLAN --WINDOW SEAT <br />SCALE: 1 8 - 1 -0 <br />�p'%mY co �4.. <br />:• S <br />* . No 70658 • <br />• • r <br />s � <br />' STATE OF . 441 <br />, 0 'c •4 <br />TAMPA Cl VIL DESIGN <br />4: ,= FL <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 />BL.AC KPOI NT <br />ENABLED <br />U <br />z <br />Q <br />>=OUJ� <br />m <br />j <br />J <br />J <br />J <br />W <br />Q <br />p <br />z <br />Q <br />Z <br />J <br />W <br />[C <br />W <br />J <br />m <br />U <br />u_ <br />O <br />❑❑❑❑❑ <br />U <br />z <br />_ <br />o <br />w <br />w <br />U) <br />0 <br />Q <br />w <br />Of <br />a� <br />Oftf <br />a <br />0 <br />J <br />J <br />z <br />Q <br />� <br />� <br />z <br />_' <br />W <br />a <br />0 <br />m <br />WC <br />0 <br />N z <br />L <br />0 <br />p <br />N� <br />m <br />w <br />CD O <br />S <br />Z <br />` <br />Z <br />ZT41 <br />.__I <br />z <br />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 />