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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 />12 <br />T.O.M. <br />5 <br />METAL DRIP <br />EDGE <br />USP A3 <br />2X4 FASCIA <br />ALUMINIUM <br />2'-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 7'-6" <br />10 SO,F F I T DETAI L <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 />N <br />f <br />8" 1'-0" 1'-0" <br />11 LEDGER DETAIL <br />34 = 1'-0" <br />L <br />3'-8" i 7'-4" <br />0 <br />—N--- --- <br />SLOPE 5:12 <br />i <br />I <br />I <br />W <br />p04 I <br />I <br />i <br />7'-0" RIDGE <br />VENT <br />I <br />SLOPE SLOPE <br /><5:12 5:12 <br />SLOPE <br />�5:12 <br />w <br />a <br />ON <br />J <br />mL6 <br />0 <br />SLOP <br />5:12 ---- <br />SLOPE"_ <br />5:12_ io <br />ROOF PLAN B <br />1 /8" = 1'-0" <br />DECORATIVE <br />CEMENTITIOUS <br />FINISH <br />6" X 1"THK <br />CEMENTITIOUS <br />BAND <br />16" X 1"THK <br />CEMENTITIOUS <br />BAND <br />t.lV'-3" <br />6" X 1"THK <br />CEMENTITIOUS <br />BAND <br />FLASHING <br />1' <br />12 <br />5� <br />A/C UNIT 2'_0 " <br />AND PAD <br />n. <br />\ / ji <br />FLASHING <br />\ <br />- - \\\ - <br />Y-3" <br />El Ll El 1:1 El 111 El <br />Ll El 171 El El JAI <br />El <br />El <br />El <br />D <br />D <br />El <br />111 <br />FRONT ELEVATION B <br />1 /411 — 1'-0" <br />12 <br />15 <br />SHINGLE <br />ROOF <br />ELEV AT 18'-0" <br />DECORATIVE T.O.P. <br />CEMENTITIOUS 1'-0 <br />= N FINISH ELEV AT 10'-0" <br />12 <br />15 <br />CONTROL <br />JOINT <br />F_ __1 <br />ASSUMED GRADE <br />* o w �` 10 2ND FLOOR FF Y <br />N = CONTROL 5 B <br />_JOINT _ _ _ <br />ELEV AT 8'-8" <br />T.O.M. <br />A/C UNIT <br />AND PAD <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE <br />3 REAR ELEVATION B <br />1 /8 - 1 -0 <br />0 <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 <br />AND PAD <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />�- GRADE LINE <br />RIGHT ELEVATION B <br />1 /8" = 1'-0" <br />ELEV AT 18'-0" <br />T.O.P. <br />12'-0" 18'-0" 12'-4" <br />e. <br />= iv ELEV AT 10'-0" <br />* F_ 2'-0" 2ND FLOOR FF <br />CONTROL = CONTROL <br />JOINT JOINT <br />ELEV AT 8'-8" <br />T.O.M. <br />DECORATIVE <br />T CEMENTITIOUS <br />r FINISH <br />GRADE LINE <br />5 LEFT ELEVATION B <br />1 /8 - 10 <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />- _ ELEV AT 18'-0" <br />T.O.P. <br />FLASHING <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT 0'-0" <br />1ST FLOOR FF <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 FBC 5TH EDITION (2014) 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 />SOFFIT DETAIL <br />3/4 — 1 <br />6w-0 <br />F-71 SOFFIT DETAIL <br />3/4If— 11-011 <br />N <br />O — <br />eo <br />EPS <br />FOAM N <br />8 BRACKET DETAIL <br />1if— 1 —0 <br />11 <br />o - <br />Co <br />EPS <br />FOAM iv <br />9 BRACKET DETAIL <br />1 — 1 —0 <br />11 <br />ROOF FINISH PER <br />ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />ROOF FINISH PER <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 />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 TOA 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 />�VALI )ES 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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