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NOTES: <br />-NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. <br />PROVIDE FLASHING PER FBC 1403 AND 1503. <br />-FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF <br />INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE <br />OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS <br />OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A <br />THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) <br />GALVANIZED SHEET). <br />ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, <br />ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE <br />INFORMATION SHOWN IS THE RESPONSIBILITY OF THE <br />MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE <br />VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION <br />GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, <br />AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING <br />THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT <br />HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH <br />THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING <br />PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF <br />RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR <br />AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ <br />ACI224-3R <br />ALL CONTROL JOINTS IN LIVING AREA TO BE 10'X10' SQ. <br />ALL CONTROL JOINTS TO BE 1" DEEP. <br />= FILLED CELL W/(1) #5 VERTICAL REBAR IN MASONRY <br />CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL <br />BE HOOKED INTO BEAM ABOVE & FTG. BELOW PROVIDE <br />25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. <br />A = FILLED CELL W/(2) #5 VERTICAL REBAR IN MASONRY <br />CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL <br />BE HOOKED INTO BEAM ABOVE & FTG. BELOW PROVIDE <br />25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. <br />• = FILL CELL TO THIRD COURSE (NO REBAR) <br />(2) 24" #5 REBAR PLACED DIAGONAL <br />.' AT CORNERS <br />MY • Co !o,-.. <br />cly <br />No 70658 <br />� r <br />� • r <br />STATE OF :i14J <br />ALL PLUMBING, ELECTRICAL AND <br />MECHANICAL ROUGH -INS MUST BE <br />COMPLETE, INSPECTED AND APPROVED <br />BEFORE REQUESTING THE FRAME <br />INSPECTION <br />TAMPA CIVIL DESIGN <br />528 hRLIt �1 F AD <br />7AhIT - FIL 3,362-1 <br />(,81"') 482--9128 FA <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 ONLY <br />SCALE: <br />1/8" = 1' 11x17 <br />1/4" = 1' • 22x34 <br />z <br />CL <br />fr <br />W <br />W <br />Q <br />U <br />Z <br />Q <br />10 <br />}-O9UJJ <br />m LL J J J <br />J Q O <br />W i p z Q <br />Z Q J w <br />w J m <br />m U w O <br />❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />0 <br />^ •� w <br />LL � <br />D w <br />O Q of <br />w <br />cr �_ <br />V OOf <br />c� <br />a 0 <br />J <br />Z <br />o � <br />z <br />WCL <br />0 <br />m 0 <br />0 <br />W � z <br />p p� <br />O jr <br />N Ld <br />m <br />I -F w <br />c) o <br />Z ` o z <br />oz <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 />201 <br />FOUNDA TION <br />PLAN <br />r <br />