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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 />(S) H10A-2 <br />STAGGERED, SEE DETAIL 11/A5 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ROOF SHEATHING <br />ELEV AT 8'-0" Adk <br />_ <br />• 12 - - <br />- - T.O.M. <br />15 <br />METAL DRIP <br />EDGE <br />(S) A23 <br />2X4 FASCIA <br />ALUMINIUM <br />•• 1 " <br />2-0 <br />WRAP <br />(S) A23 <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 />12 SOFFIT DETAIL <br />3/411= 11-011 <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 1'-o" L 1'-o" L 1'-o" L 1'-0" <br />13 LEDGER DETAIL <br />A f1I A'I 71 All . '3' a" <br />Cl <br />6 <br />RDOOF PLAN Al <br />1 /8 = 1 -0 <br />1 <br />0 <br />ELEV AT 18'-0" 009 <br />T.O.P. <br />ELEV AT 10'-0" <br />1-01 2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M.Ar- <br />A/C UNIT <br />AND PAD - <br />v <br />ELEV AT 0'-0"- <br />1 ST FLOOR FF <br />GRADE LINE <br />REAR ELEVATION Al <br />ELEV AT 18'-0" <br />T.O.P. <br />FLASHING <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 />12 <br />51- <br />CEMENT <br />PLASTER <br />12 CONTROL <br />w r w <br />SF <br />RC <br />MIND <br />imll <br />NEI <br />mimimimimimimiml <br />ASSUMED GRADE J <br />2 g1144 <br />ONTS ELEWMON Al <br />= 1 -011 <br />N Z = <br />� C9 <br />o w <br />N = <br />1 /811 = 1'-0" <br />iltuiil�lliil�luil�llill■n <br />ELEV AT 1 1111■IIIII■IIIII■IIIII■IIIII■ <br />auir�rr��rmrirmrirnr�i <br />T.O.P. <br />ELEV AT 1 1 <br />2ND FLOOR FF CONTROL <br />ELEV AT 8'-8" JOINT <br />44 <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE <br />RIGHT ELEVATION Al <br />1 /811 = 1'-011 <br />ELEV AT 18'-0" - — <br />T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. - <br />A/C UNIT 2'-0 <br />AND PAD <br />Ah ELEV AT 0'-0" _ <br />11-1 1 ST FLOOR FF <br />12'-0" <br />cm <br />CONTROL <br />— _ JOINT <br />io <br />LEFT ELEVATION Al <br />1 /8" = 1'-019 <br />18'-0" <br />z H <br />_ C� <br />— — N 1/ <br />CEMENT <br />PLASTER <br />GRADE LINE <br />13'-8" 12' 0" <br />z= <br />�U <br />q w CONTROL 12 <br />JOINT 5 <br />- - - -- 11 <br />A5.A <br />CEMENT <br />PLASTER r <br />r` <br />UNIT <br />PAD <br />1'-4" <br />1 <br />1" <br />iRED <br />rHK <br />4T <br />ER BAND <br />"THK <br />JT <br />ER BAND <br />12" SQ CMU COLUMN, <br />SMOOTH STUCCO <br />.FINISH — <br />STUCCO BAND <br />ulCOLUMN DETAIL <br />::1 <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 FINISH PER <br />ELEVATION <br />15 <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 />/4 1 <br />1— 11 <br />ROOF FINISH PER <br />12 ELEVATION <br />15 <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 />27 <br />' <br />/4= <br />- ' <br />2" <br />STUCCO DETAIL <br />8 <br />/4 = 1 9-011 <br />,k 17�k 1-1/2" THK <br />co <br />NN <br />2" �2" <br />DETAIL <br />a/4:!TUCCO <br />— <br />'— <br />6" <br />1" 4" 1" •„ <br />(V (V <br />0 0o o w <br />EPS <br />N FOAM iv <br />DETAIL <br />z10iBRACKET <br />FLASHING NOTES: <br />DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON <br />DRAWINGS. REFER TO FBC 6TH EDITION (2017) 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 CEMENT PLASTER MUST BE IN ACCORDANCE <br />WITH ASTM C926 AND C1063. <br />IN <br />ATTIC VENTILATION <br />ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA <br />BUILDING CODE 6TH EDITION (2017) 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 <br />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 <br />VENTILATION <br />* LOMANCO DECK -AIR - 9 SQ. IN. 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IN <br />Apr. 3, 18 <br />z 0 <br />EXTERIOR <br />J <br />ELEVATIONS <br />Al & <br />1 ROOF <br />PLAN <br />