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L1:1 1 .___L_' I' I 11 I I I L : 1 _ 'I I !11 I 1 1 1 ip <br />1 11. IL L- <br />uu <br />5)FRONT ELEVATION - WINDOW SEAT <br />S77 <br />CALE: 1 4 = 1 -0 <br />5 <br />s <br />REAR ELEVATION <br />SCALE: 1 8 = 1 -0 <br />LEFT ELEVATION <br />SCALE: 1 8 = 1 -0 <br />RIGHT ELEVATION <br />SCALE: 17 8 = 1 70 <br />LEFT ELEVATION - WINDOW SEAT <br />73 <br />SCALE: 1 8 = 1 -0 <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <br />ROOF PLAN ELEVATION 'A' <br />SCALE: 1 8 = 1'-0 <br />FRONT ELEVATION - 'A' <br />SCALE: 1 4 77 - 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 />l'-0" <br />TYP. OVERHANG AT HIP <br />(U.N.O.) <br />;-�ROOF PLAN WINDOW SEAT <br />SCALE: 1 8 = 1'-0" <br />off <br />00 <br />N0 T0859 <br />r * . . S <br />•• • . r <br />r • .k Z <br />.r ♦ i r <br />do <br />to <br />9' STATE Of:1 O0 Ft <br />1a <br />5 <br />m <br />TAWA 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 />6 BLACKPOINT <br />E r'l A B [_ � L <br />0 <br />z <br />Q <br />}- O U J —� <br />m j J J J <br />0 J Q 0 <br />W Za <br />�W°0 w <br />wj <br />m U LL O j <br />❑❑❑❑❑ <br />U <br />z <br />_ <br />o <br />LAJ <br />Ly <br />w <br />O <br />Q <br />w <br />� <br />a <br />O <br />N <br />�o� <br />Z <br />a <br />Q <br />� <br />U <br />Z <br />n <br />0 <br />0 <br />m <br />W <br />S <br />O <br />N Z <br />G <br />O <br />p m j <br />N � <br />_ <br />�. w <br />O <br />ZTe <br />OZ <br />J <br />z <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 />3A <br />ELEva noN - a <br />