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PROVIDE FILLED SOLID CMU ABOVE <br />LINTEL TO TIE BEAM <br />FLASHING <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />USP RT15 <br />STAGGERED <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ROOF SHEATHING <br />ELEV AT 8'-0" <br />_ <br />a 12 - - <br />- - T.O.M. <br />—� 5 <br />METAL DRIP <br />EDGE <br />USP A3 <br />4.1 <br />2X4 FASCIA <br />--- <br />ALUMINIUM <br />2'-0" <br />u <br />WRAP <br />USP A3 <br />ALUMINUM <br />SOFFIT <br />PT 2X4 LEDGER ATTACHED TO <br />WALL W/ 3/16" TAPCONS W/ <br />IILL— MIN 2-1/2" EMBEDMENT 6" O.C. <br />r BTM AT T-6" <br />12 SOFFIT F IT DETAIL <br />3/4 - 1 -0 <br />N <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />8" L V-0" L 1'-0" L 1'-0" L 1'-0" <br />13 LEDGER DETAIL <br />19'-0" 7'-4" T-8" <br />_0„ o <br />— — — — — — — — — — N — — — — — — <br />\ SLOPE 5:12 <br />wT <br />0 N <br />J 77 <br />U)Lo <br />7'-0" RIDGE <br />VENT <br />SLOPE SLOPE <br />5:12 5:12 —� <br />w <br />a <br />ON <br />CTIZ <br />SLOPE I SLOPE <br />�-5:12 5:12 <br />0 <br />SLOPE 5:12 <br />L — <br />6" <br />D1ROOF PLAN Al <br />1 /8 - 1 -011 <br />0 <br />ELEV AT 18'-0" <br />T.O.P. <br />FLASI <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />11 <br />A5.A <br />ELEV AT 0'1 <br />1ST FLOOR FF <br />FRONT ELEVATION Al <br />1 /411 = 1'-0'1 <br />12 <br />5 (- <br />ELEV AT 18'-0" <br />41 <br />T.O.P. DECORATIVE <br />CEMENTITIOUS <br />ELEV AT 10'-0" FINISH ti -r <br />2ND FLOOR FF 12 o w <br />CONTROL _ <br />5' JOINT <br />ELEV AT 8'-8" <br />T.O.M. <br />A/C UNIT <br />AND PAD - <br />Zo <br />17MELEV AT 0'-0" <br />1 ST FLOOR FF <br />GRADE LINE <br />REAR ELEVATION Al <br />1 /811 = 1'-011 <br />12 <br />,15 <br />......... .......... .......... . . . . . . . . . . . . . . . . . . . . . . .......... .......... . . . . . . . . . . . . . . . . . . . . . . . <br />ELEV AT 18'-0" _ <br />T.O.P. A. <br />12'-0" 18'-0" 11, 12'-0"1'-0" <br />ELEV AT 10'-0" N z ~ <br />_ <br />2ND FLOOR FF r - CD2'-0" <br />CONTROL o w CONTROL <br />JOINT _ _ `" JOINT _ <br />ELEV AT 8'-8" - - - -- -- - _ 12 <br />T.O.M. 5 <br />DECORATIVE 2'-0" A/C UNIT <br />CEMENTITIOUS AND PAD <br />FINISH � <br />Iz <br />ELEV AT 0'1 <br />1ST FLOOR FF <br />GRADE LINE <br />4 RIGHT ELEVATION Al <br />1 /819= 11-011 <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />ELEV AT 8'-8" <br />T.O.M. <br />A/C UNIT 2'-0"" <br />AND PAD <br />ELEV AT 0'1 - <br />1 ST FLOOR FF <br />LEFT ELEVATION Al <br />1 /811 = 1'-011 <br />GRADE LINE <br />ORED <br />N <br />THK <br />NTITIOUS <br />1 "THK <br />NTITIOUS <br />"THK <br />_NTITIOUS <br />). SEE <br />,ILS A5/8 <br />i� <br />iD <br />L� <br />12" SQ CMU COLUMN, <br />SMOOTH STUCCO <br />FINISH <br />STUCCO BAND <br />m <br />11 COLUMN DDETAIL <br />3/4 1 -0 <br />GENERAL NOTES: <br />* G.C. VERIFY ROOF RITCH <br />ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) <br />IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />ROOF CRITERIA <br />-12" OVERHAND U.N.O. <br />- PLUMB CUT FASCIA <br />- ROOF PITCH PER ELEVATION <br />- WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) <br />- SHINGLE LOADING <br />ROOF VENT CALCULATIONS: <br />NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT <br />LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE <br />INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR <br />EQUIVALENT SYSTEM PER 5TH EDITION (2014) FBC SECTION R806 <br />FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ <br />NET SQ. INCH REQUIREMENT <br />ATTIC AREA = 1225 SQ FT <br />VENTILATION REQUIRED = 1176 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 112 SQ IN <br />VENTILATION PROVIDED AT SOFFIT = 1064 SQ IN <br />12 —ROOF <br />FINISH PER <br />ELEVATION <br />125 <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />METAL DRIP EDGE <br />r <br />2X4 SUB -FASCIA <br />„ <br />110, <br />ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />6 <br />SOFFIT DETAIL <br />3/411 = 1 1_011 <br />--�----ROOF <br />12 <br />-5 <br />FINISH PER <br />ELEVATION <br />ROOF SHEATHING <br />--MANUFACTURED <br />" <br />ROOFTRUSS <br />i --METAL <br />DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />DETAIL <br />p7SOFFIT <br />/411 <br />'442" <br />DETAIL <br />08STUCCO <br />3/4" = 1 1 -019 <br />1-1/2" THK <br />STUCCO DETAIL <br />2913/4 <br />11 <br />lot 6" <br />N I _ <br />� E <br />j 00i <br />CEPS <br />iv FOAM <br />a10lBR <br />ACKET DETAIL <br />1 <br />FLASHING NOTES: <br />DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON <br />DRAWINGS. REFER TO 5TH EDITION (2014) FBC RESIDENTIAL, SECTION R703.8. <br />APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE <br />EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF <br />WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING <br />STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE <br />SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO <br />PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. <br />APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL <br />OF THE FOLLOWING LOCATIONS: <br />1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A <br />MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS <br />HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER <br />THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, <br />INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB <br />FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE <br />BUILDING OFFICIAL. <br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY <br />CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON <br />BOTH SIDES UNDER STUCCO COPINGS. <br />3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND <br />SILLS. <br />4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. <br />5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR <br />FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. <br />6. AT WALL AND ROOF INTERSECTIONS. <br />7. AT BUILT-IN GUTTERS. <br />*EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS <br />CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE <br />WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR <br />LINE OF THAT PARTICULAR ROOM <br />NOTE <br />APPLICATION OF PLASTER (DECORATIVE CEMENTITIOUS FINISH) <br />MUST BE IN ACCORDANCE WITH ASTM C926 AND C1063. <br />ATTIC VENTILATION <br />ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA <br />BUILDING CODE 5TH EDITION (2014) RESIDENTIAL R806. <br />THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF <br />THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE <br />REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE <br />THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE <br />UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER <br />VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET <br />(MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF <br />THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION <br />PROVIDED BY EAVE OR CORNICE VENTS. <br />CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. <br />(VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) <br />• RIDGE VENTS -15 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />* OFF -RIDGE VENTS -138 SQ. IN. OF NET FREE AREA / UNIT <br />* SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. <br />IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE <br />PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER <br />APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION <br />* LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA/ FT. FOR SHINGLE <br />36 SQ. IN. 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