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PROVIDE FILLED SOLID CMU ABOVE <br />LINTEL TO TIE BEAM <br />FLASHING <br />�J --CASING BEAD WITH WEEP HOLES <br />�� -- PI 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />-(S) H10A-2 STAGGERED, SEE DETAIL 13/A5 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ROOF SHEATHING <br />_ _ ELEV AT 8'-0" <br />_ 12 T.O.M. <br />5 METAL DRIP <br />EDGE <br />-- - (S) A23 <br />2X4 FASCIA <br />ALUMINIUM <br />2'-0" WRAP <br />(S) A23 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 SO,FFIT DETAIL <br />3/4 - 1I-Off <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />tV <br />o <br />8" 1'-0" 1'-0" 1'-0" 1'-0" <br />0 <br />13 �34? <br />GER DETAIL <br />= 1'-0" <br />3'-8" 7'-4" <br />-N- — — — — — — — — — - <br />SLOPE 5:12 <br />wh 4'-0" OFF <br />ON RIDGE <br />(n,> ROOF <br />VENT <br />COPE SLOPE <br />5:12 5:12 <br />w <br />a <br />OC'4 <br />SLOPE SLOPE <br /><_ 5l 5:12—� ---- <br />SLOPE 5:12 o <br />_. <br />6„ <br />1 ROOF PLAN A <br />1 /8 - 11-011 <br />6" SCORED <br />BAND <br />CONTROL <br />JOINTS <br />7/8" STUCCO <br />FRAME <br />6" X 1"THK <br />CEMENT <br />PLASTER BAND <br />16" X 1"THK <br />CEMENT <br />PLASTER BAND <br />5/8" STUCCO ON <br />CMU <br />7/8" STUCCO-}�L' <br />ON FRAME I \ <br />WEEP <br />SCREED <br />5/8" STUCCO <br />ON CMU <br />CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING <br />Li <br />CONTROL - <br />JOINTS <br />E <br />SHINGLE <br />r ROOF <br />�y - <br />v l L! <br />i <br />�.J <br />m <br />1m!m!m!m!m1m1 <br />FRONT ELEVATION A <br />1 /4if = 1'-0" <br />r <br />z <br />o = <br />12 n <br />15 5. <br />CASING BEAD W/ <br />WEEP HOLES <br />�. <br />OVER FLASHING <br />L <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />CONTROL <br />JOINT <br />Y `9 <br />GRADE LINE <br />REAR ELEVATION A <br />1 /8if = 1'-0" <br />�- GRADE LINE <br />ARIGHT ELEVATION A <br />1 /8If = 1'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />L/SS <br />A/C UNIT <br />AND PAD <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />ELEV AT 18'-0" <br />T.O.P. <br />CASING BEAD W/ <br />r' OVER EP HOLES <br />Z � FLASHING <br />=7 <br />O 5. <br />q w ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8"' <br />T.O.M. <br />i <br />I� I 11 <br />ELEV AT 0'-0" <br />—� 1ST FLOOR FF <br />ASSUMED GRADE <br />STUCCO <br />�7/8" <br />ON FRAME <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />2 <br />ELEV AT 8'-8" <br />T.O.M. <br />2'-0" <br />A/C UNIT <br />AND PAD <br />ELEV AT 0'-0" <br />5/8" STUCCO <br />ON CMU <br />1ST FLOOR FF <br />5. <br />I <br />_ _" t' <br />17/8" <br />STUCCO <br />ON FRAME <br />ELEV AT 18'-0" <br />T.O.P. <br />12'-0" <br />ELEV AT 10'-0" <br />2'-0" <br />2ND FLOOR FF <br />CONTROL <br />o w <br />CONTROL <br />JOINT <br />"'_ <br />JOINT <br />12 <br />- - <br />_ <br />ELEV AT 8'-8" <br />5 <br />- - - - <br />- - - <br />- - <br />- <br />T.O.M. <br />- --- -- <br />WEEP <br />—SCREED <br />12'-0" <br />A/C UNIT 2.1 <br />AND PAD <br />5/8" STUCCO <br />ON CMU <br />IN- <br />ELEV AT 0'-0" <br />- - <br />- - - <br />1ST FLOOR FF <br />LEFT ELEVATION A <br />1 /V11 — 1'-0" <br />GRADE LINE <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 CALL. 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 7TH EDITION (2020) SECTION R806 <br />FORMULA = S.F. / 150 (1/150) - 144 (TO CONVERT TO SQ. INCHES) _ <br />NET SQ. INCH REQUIREMENT <br />ATTIC AREA = 1222 SQ FT <br />VENTILATION REQUIRED = 586.56 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 276 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =1008 SQ IN <br />12 ROOF FINISH PER <br />5 ELEVATION <br />—ROOF SHEATHING <br />--- zMANUFACTURED <br />ROOF TRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />2X2 #2 P.T. MIN. W/ <br />J-CHANNEL SECURED @ 1'-0" ALUMINIUM WRAP <br />24" O.C. FASTENED TO <br />WOOD W/ 0.148" x 3 4" a@ ALUMINUM <br />SOFFIT <br />16"O.C. <br />NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES <br />BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND <br />CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN <br />ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL <br />6 SOFFIT DETAIL <br />34 = 1 -011 <br />ROOF FINISH PER <br />12 �5 ELEVATION <br />- _ <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />2X2 #2 P.T. MIN. W/ ALUMINIUM WRAP <br />J-CHANNEL SECURED @ 1'-0" <br />24" O.C. FASTENED TO <br />CMU W/ 3" LONG T-NAILS ALUMINUM <br />@ 24" O.C. SOFFIT <br />NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES <br />BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND <br />CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN <br />ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL <br />77SOFFIT DETAIL <br />4 — 1 -0 <br />2" <br />1-1/2" THK 17-,k <br />00 <br />9 �STdUCCO ,DETAIL <br />if <br />MEN <br />FLASHING NOTES: <br />DUE 10 CLARI FY NOT ALL REQUIRED FLASHING ARE INDICATED ON <br />DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND <br />R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE <br />PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, <br />INTERSECTIONS, PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE <br />IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL <br />CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL <br />FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE <br />OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT <br />WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED <br />CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE <br />FOLLOWING LOCATIONS: <br />1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A <br />MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING <br />WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES <br />28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF <br />HE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL <br />FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY <br />APPROVED BY THE BUILDING OFFICIAL. <br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY <br />CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING <br />LIPS ON BOTH SIDES UNDER STUCCO COPINGS. <br />3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS <br />AND SILLS. <br />4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. <br />5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL <br />OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. <br />6. AT WALL AND ROOF INTERSECTIONS. <br />7. AT BUILT-IN GUTTERS. <br />8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. <br />9. AT ROOF CRICKET OR SADDLE. <br />10. AROUND ROOF OPENINGS. <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 />ATTIC VENTILATION <br />ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA <br />BUILDING CODE 7TH EDITION (2020) 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. OF NET FREE AREA / FT. <br />GENERAL NOTES: <br />APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE <br />INSTALLED IN ACCORDANCE WITH FBC R703.7, ASTM C926 <br />AND C1063 <br />SHINGLE NOTE: <br />ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE <br />R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL <br />6" <br />1" 4" 1, 4" <br />CV <V <br />o o 00 <br />EPS <br />iv FOAM N <br />10 BRACKET DETAIL <br />III <br />12" SQ CMU COLUMN, <br />SMOOTH STUCCO <br />—FINISH <br />I <br />STUCCO BANDi <br />11 COLUMN DETAIL <br />A = _FT <br />1 � . 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