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- <br />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 />12 <br />T.O.M. <br />75 <br />METAL DRIP <br />EDGE <br />USP A3 <br />2X4 FASCIA <br />ALUMINIUM <br />T-0" <br />WRAP <br />USP A3 <br />ALUMINUM <br />SOFFIT <br />PT 2X4 LEDGER ATTACHED TO <br />WALL W/ 3/16" TAPCONS W/ <br />MIN 2-1/2" EMBEDMENT 6" O.C. <br />BTM AT T-6" <br />10 SOFFIT DETAIL <br />3/4 — 1 -011 <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />iV <br />L8" 1'-0" 1'4" <br />811 SOFFIT DETAIL <br />3/4 — 1 -0 <br />6-11" L T-4" <br />0 <br />SLOPE <br />5:12 <br />N <br />a.T <br />OLn <br />J <br />SLOPE <br />4_-�5:12 <br />I\c' <br />SLOPE SLOPE I a 77 <br />0 Lo <br />I <br />SLOPE <br />�5:12 <br />ROOF PLAN B <br />1 /8" = 1'-0" <br />15'-9" <br />IIIIIIIIIIIIIIIII15nu ffill <br />T-0" RIDGE <br />VENT <br />SLOP <br />5:12 <br />SLOPE I <br />5:12 <br />74 <br />co <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />SHINGLE <br />ROOF <br />FRONT ELEVATION B <br />1 /4" = 1'-0" <br />12 <br />5( _.o <br />In I In I Inn�a... <br />' • ol <br />ELEV AT 0'-0 <br />CEMENTITIOUS2ND FLOOR FF �_FINISH <br />ELEV AT 8'-8" CONTROL JOINT <br />I • 11■111�1■111�11111�11 <br />A/C UNIT <br />■IAND PAD <br />ELEV AT 8'-8" 1 - - - - - T - - - <br />T.O.M. <br />DECORATIVE <br />CEMENTITIOUS <br />FINISH <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE <br />ARIGHT ELEVATION B <br />1 /811 = 1'-0" <br />12 <br />51-40 <br />ELEV AT 18'-0" <br />T.O.P. <br />y <br />It <br />1'-0" <br />16'-8" <br />18'-8" <br />16'-8" <br />ELEV AT 10'-0" <br />N <br />_ <br />N <br />2ND FLOOR FF <br />z <br />JOINT <br />CONTROL JOINT <br />ELEV AT 8'-8" rz F__ <br />_CONTROL <br />_ _ <br />T.O.M. <br />% <br />DECORATIVE_ <br />A/C UNIT 2'-0" <br />CEMENTITIOUS <br />AND PAD <br />Zo <br />d <br />FINISH <br />® <br />� <br />r` <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE <br />LEFT ELEVATION B <br />1 /8" = 1'-0" <br />12 <br />,15 <br />a <br />4" SCORED <br />STUCCO <br />BAND <br />CONTROL <br />JOINT <br />-01, <br />4" SCORED <br />STUCCO <br />BAND <br />A/C UNIT <br />AND PAD <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 = 1734 SQ FT <br />VENTILATION REQUIRED = 1665 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 112 SQ IN <br />VENTILATION PROVIDED AT SOFFIT = 1561 SQ IN <br />12 <br />ROOF FINISH PER <br />15 <br />ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />SOFFIT DETAIL <br />6 <br />3/411— 11-011 <br />ROOF FINISH PER <br />12 <br />ELEVATION <br />15 <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />,-` <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />SOFFIT DETAIL <br />7 <br />/4 ' _ <br />1-011 <br />fV <br />O <br />N N <br />fV <br />1'-4" <br />2" <br />2" <br />V-8" <br />FALSE FOAM LOUVER DETAIL TYP <br />8 <br />6" <br />4 1411 <br />fV <br />fV <br />-1 QO O <br />00 <br />EPS <br />i.i FOAM <br />iv <br />BRACKET DETAIL <br />9 <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 />CEMENTITIOUS NOTE: <br />APPLICATION OF PLASTER (DECORATIVE CEMENTITIOUS <br />FINISH) MUST BE IN ACCORDANCE WITH ASTM C926 AND <br />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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