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1 <br />t, <br />v <br />�— <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 />15 <br />METAL DRIP <br />EDGE <br />USP A3 <br />2X4 FASCIA <br />• <br />ALUMINIUM <br />•: <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 />910 S IFFIT DETAIL <br />3I4 - 1 -0 <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />(V <br />o <br />8" V-0" V-0" <br />11 LEDGER DETAIL <br />3/4" = 1'-0" <br />19'-0" 7'-4" T-8" <br />1'-0" 11 <br />0 <br />---------- N SLOP5ET1T-- <br />o <br />;_ I <br />wT <br />O N <br />J 77 <br />U)U) <br />-7'-0" RIDGE <br />VENT <br />SLOPE SLOPE <br />—5:12 5:12�_" <br />w <br />a <br />ON <br />J 77 <br />MI6 <br />SLOPE <br />4__�5:12 <br />E SLOPE <br />Zo 5:12 <br />L----- <br />'"411'-0" <br />ROOF PLAN 131 <br />1 /8" = 1'-011 <br />ELEV AT 18'-0" - <br />T.O.P. <br />FLASHING <br />ELEV AT 1 U-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" - <br />T.O.M. —er <br />ELEV AT 0'-0" _ <br />1ST FLOOR FF <br />SHINGLE <br />ROOF -, <br />5� <br />FLASHING <br />0- 0--o! I � — <br />CONTROL <br />JOINT <br />ASSUMED GRADE <br />FRONT ELEVATION 131 <br />1 /411 = 1'-011 <br />12 <br />51- <br />ELEV AT 18'-0" <br />-3" <br />0 <br />DECORATIVE <br />CEMENTITIOUS <br />ELEV AT 10'-0" FINISH N _ <br />2ND FLOOR FF 10 - o W <br />CONTROL W <br />5.B JOINT _ N = _ <br />ELEV AT 8'-8" _ T.O.M. <br />A/C UNIT <br />AND PAD co <br />ELEV AT 0'-0" _ _16 <br />1ST FLOOR FF <br />GRADE LINE <br />REAR ELEVATION B1 <br />1 /8" = 1'-011 <br />ELEV AT 18'-0" _ <br />T.O.P. <br />Ak ELEV AT 10'-0" <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT 0'-0" _ <br />1 ST FLOOR FF <br />GRADE LINE <br />RIGHT ELEVATION 131 <br />1 /811 = 1'-011 <br />12 <br />51, <br />ELEV AT 18'-0" <br />I T.O.P. <br />1'-0" 7 12,4, <br />13'-8" <br />12'-0" <br />ELEV AT 10'-0" <br />N <br />z = <br />2ND FLOOR FF <br />O <br />w <br />CONTROL <br />CONTROL <br />SLOPE <br />JOINT <br />�" {� JOINT <br />5:12 I ELEV AT 8'-8" <br />_ <br />T <br />_ <br />_ <br />T.O.M.- <br />- <br />J <br />- — — A/C UNIT <br />DECORATIVE <br />AND PAD <br />CEMENTITIOUS <br />1'-01,FINISH <br />42- <br />ELEV AT 0'-0" <br />, <br />1ST FLOOR FF <br />GRADE LINE <br />LEFT ELEVATION 131 <br />1 /811 = 1'-011 <br />A/C UNIT <br />AND PAD <br />FLASHING <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 />6" X 1"THK <br />CEMENTITIOUS <br />BAND <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 />12 <br />ROOF FINISH PER <br />15 <br />ELEVATION <br />/ ---ROOF <br />SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />iALUMINUM <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />1'-0"ALUMINIUM <br />WRAP <br />SOFFIT <br />SOFFIT DETAIL - 8" TRUSS HEEL L3/4 <br />— 1 -0 <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 />114" <br />ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />SOFFIT DETAIL <br />7 <br />3/4 — 11-011 <br />6" <br />N <br />(V <br />O - <br />oo <br />O - <br />�-150 <br />EPS <br />0 <br />FOAM F� <br />BRACKET <br />DETAIL <br />8 <br />L <br />lit 5" <br />1" 3„ 1, <br />..,, <br />(V <br />N <br />0 00 <br />\ CD <br />-EPS <br />iv <br />FOAM iv <br />FOAM <br />DETAIL <br />ilBRACKET <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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