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SHINGLE %n_� <br />ELEV AT 18'-0" <br />T.O.P. <br />PROVIDE FILLED SOLID CMU ABOVE <br />LINTEL TO TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLES <br />CASING BEAD <br />WEEP HOLES <br />PT 2X8 LEDGER ATTACHED TO WALL <br />OVER FLASHII <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />(S) H10A-2 <br />STAGGERED, SEE DETAIL 13/A5 <br />ROOF FINISH PER ELEVATION <br />ELEV AT 10'-0" <br />UNDERLAYMENT <br />2ND FLOOR FF <br />ROOF SHEATHING <br />ELEV AT 8'-0" <br />ELEV AT 8'-8" <br />- - 12 - - - <br />- - T.O.M. <br />T.O.M. <br />15 <br />METAL DRIP <br />EDGE <br />(S) A23 <br />° <br />2X4 FASCIA <br />ALUMINIUM <br />°> 2'-0" <br />WRAP <br />(S) A23 <br />ALUMINUM <br />SOFFIT <br />11 <br />PT 2X4 LEDGER ATTACHED TO <br />A5.A <br />WALL W/ 3/16" TAPCONS W/ <br />MIN 2-1/2" EMBEDMENT 6" O.C. <br />BTM AT 7'-6" <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />2 SOFFIT DETAIL ETAIL L3/4 — 1 -0 <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />N <br />8" V-0" V-0" 1'-0" 1'-0" <br />13 LEDGER DETAIL <br />19'-0" !. 7'-4" !.3'-8" <br />I"I <br />0 <br />— — — — — — — — — — N — — — — — — <br />SLOPE 5:12 <br />dT 4'-0" OFF <br />O77 RIDGE <br />c.. Sri ROOF <br />` SLOPE SLOPE,_� <br />5:12 5:12 <br />Lu <br />a <br />ON <br />J <br />U)� <br />SLOPE <br />[L <br />— — — �5:12 <br />SLOPE 5:12 <br />0 <br />' L <br />6" <br />1 ROOF PLAN A <br />1 /8 = 1 -011 <br />SLOB <br />5:12 <br />0 <br />T <br />FRONT ELEVATION A <br />1 /4" = 1 '-0" <br />CASING .. OVER FLASHING <br />WEEP HLES <br />�.�m�mnmr <br />T.O.P. <br />ELEV AT 10'-0" �? _ <br />2ND FLOOR FF 12 CONTROL o w 7/8" STUCCO <br />5 JOINT N = ON FRAME <br />_ _ _ <br />ELEV AT 8'-8" <br />T.O.M. WEEP <br />L/SS <br />SCREED <br />AUNI <br />AND PAD T ® 5/8" STUCCO <br />ON CMU <br />ELEV AT 0'-0" _ <br />1ST FLOOR FF <br />GRADE LINE <br />REAR ELEVATION A <br />1 /8" = 1'-0" <br />7/8" STUCC <br />ON FRAME <br />5 <br />ELEV AT 18'-0" <br />T.O.P. <br />18'-0" <br />12'-0" 1'_0" <br />ELEV AT 10'-0" <br />2'-0" <br />11 <br />z = <br />2ND FLOOR FF <br />~ <br />CONTROL <br />q = <br />`� <br />CONTROL <br />JOINT <br />JOINT <br />ELEV AT 8'-8" <br />- <br />- <br />- - - - _ - - - <br />- <br />_ _ <br />- - - 5 <br />- <br />T.O.M. <br />WEEP <br />12'-0" SCREED <br />DRIP CASING BEAD <br />2'-011 AUNIT <br />ANN D PAD <br />AT BOTTOM OF <br />Zo <br />STUCCO BAND <br />r; <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />STUCCO <br />GRADE LINE <br />ON <br />ON CMU <br />RIGHT <br />ELEVATION <br />A <br />1 /8" = 1'-0" <br />7/8" STUCC <br />ON FRAME <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />ELEV AT 8'-8" 11 <br />T.O.M. - _t2 <br />A/C UNIT 2'-0'1'J <br />AND PAD <br />ELEV AT 0'-0" _ <br />1 ST FLOOR FF <br />LEFT ELEVATION A <br />1 /8" = 1'-0" <br />GRADE LINE <br />5/8" STUCCO <br />ON CMU <br />ini <br />CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING <br />iRED <br />JCCO <br />THK <br />JT <br />ER BAND <br />"THK <br />JT <br />ER BAND <br />:ASING BEAD <br />TTOM OF <br />.0 BAND <br />'UCCO ON <br />qRY <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 7TH EDITION (2020) FBC 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 4EQUIRED = 586.56 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 414 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =1008 SQ IN <br />12 ROOF FINISH PER <br />125 ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />j 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' @ ALUMINUM <br />16"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 />6 SOFFIT DETAIL <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 />2X2 #2 P.T. MIN. W/ <br />J-CHANNEL SECURED @ 1'-0" ALUMINIUM WRAP <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 />7 SOFFIT DETAIL <br />734 - - <br />BI TdUCCO DETAIL <br />1_ 7" I. 4 .1 /71. -ru 1! <br />STUCCO DETAIL <br />9 1/d�II _ 1 11-ni, <br />2" <br />FLASHING NOTES: <br />DUL FO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATEU UN <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 />THE 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 />SHINGLE AND UNDERLAYMENT NOTE: <br />ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE <br />R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL <br />SHINGLE UNDERLAYMENT SHALL COMPLY WITH <br />SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL <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 />6" <br />1" 4" 1 .., <br /><V N I <br />o� o00 <br />EPS <br />N FOAM iv <br />" BRACKET DETAIL <br />1C,r_ors„ <br />1'-4" <br />1" 1" <br />- 1 �-2" <br />11 COLUMN DETAIL <br />'A/d = 1 -01 <br />12" SQ CMU COLUMN, <br />SMOOTH STUCCO <br />FINISH <br />STUCCO BANDL i I <br />N <br />0 <br />N <br />t0 <br />0 <br />w <br />41 <br />Q <br />z <br />w <br />O <br />0 <br />w <br />tr <br />0 <br />z <br />Q <br />0 <br />^ <br />o <br />nN <br />W <br />L <br />0 <br />L 011 <br />u <br />N <br />N <br />� <br />N <br />U <br />-070 <br />Y/ <br />L <br />0 <br />2 M <br />2 O <br />0 <br />U <br />^` <br />wN <br />0E <br />C <br />W <br />L <br />O ri <br />r n <br />m <br />@ <br />0 LLI Uj Lu <br />LU Lu W H Q _j � Y z X Z <br />V <0x_¢j �w 0220OOJ- <br />O O 05ul ula. zww5- zowz��a0 <br />U) o Z ¢�u¢.iOwH��wwp�U�¢ <br />Oo =) oazg <br />LL¢ 0 <br />■ <br />N <br />O <br />0 <br />N <br />O Lu <br />V) = N <br />�O O <br />O <br />Q L J LP) <br />0-1 z (jj�N <br />Q Lu Q u? <br />aro <br />'4 <br />a>Q00 <br />Z F- <br />J O <br />Lu <br />J <br />co <br />ao <br />00 <br />0 <br />0 <br />0 <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />O <br />N <br />o <br />c6 <br />N <br />M <br />N <br />O <br />O <br />0 <br />0 <br />r- <br />N <br />O <br />O O <br />c <br />1 <br />O <br />;n <br />L <br />a <br />i <br />0 <br />cV <br />0 <br />c'i <br />0 <br />'t <br />0 <br />LO <br />0 <br />CD <br />0 <br />ti <br />1 <br />Z z <br />Zo <br />owin <br />c: <br />Lu <br />wo�- <br />Q <br />Uo� <br />a <br />~W <br />z�� <br />wg <br />� <br />�� <br />z <br />=m0Z <br />I- Z <br />Z3 Lu <br />Q <br />� <br />0 2Z� <br />T-I <br />Z Z <br />0.5 <br />I W <br />Lu <br />Q <br />cn <br />U)ZZ <br />■ <br />Z T-A <br />map <br />~ U <br />� <br />Z <br />0 U <br />0 <br />g <br />� <br />W <br />� <br />Q <br />Z <br />Z <br />z <br />w <br />J <br />w0 <br />N <br />LAST PLOT DATE <br />N <br />Apr. 16, 21 <br />EXTERIOR <br />Z'~ <br />0 <br />ELEVATIONS & <br />-J <br />ROOF PLAN <br />