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12 ROOF FINISH PER <br />15 ELEVATION <br />ROOF SHEATHING 1�11 <br />MANUFACTURED 1 V-2" 1 <br />ROOF TRUSS <br />METAL DRIP EDGE co <br />2X4 SUB -FASCIA <br />1ALUMINIUM WRAP <br />1 -0 <br />;ALUMINUM <br />NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT 12" SQ CMU COLUMN, <br />DETAIL SF01 SHEET SS FOR SOFFIT SMOOTH STUCCO <br />ATTACHMENT DETAIL —FINISH <br />6 SOFFIT DETAIL <br />3/411-1 1-011 <br />�1 <br />ROOF FINISH PER Fro <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 STUCCO BANDi <br />SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT - <br />io <br />ATTACHMENT DETAIL <br />7 SOFFIT DETAIL <br />3/41- 11-011 <br />11 COLUMN DETAIL <br />3/41111-011 <br />PROVIDE FILLED SOLID CMU ABOVE <br />LINTEL TO TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLES <br />2" PT 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 <br />STUCCO DETAIL - 12 - - - TO.MAT8'-o" <br />8 3/4 If = 1 1-011 <br />° _� 5 EDGEL DRIP <br />(S) A23 <br />2X4 FASCIA <br />1-1/2" THK 7" 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 />T' MIN 2-1/2" EMBEDMENT 6" O.C. <br />BTM AT T-6" <br />2" 2" <br />12 SOFFIT DETAIL <br />3/411-1-011 <br />9 STUCCO DETAIL <br />1011 /4 -1- <br />PT 2X8 LEDGER ATTACHED TO WALL <br />6" W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />1„ 4 1„ 4 STAGGERED <br />1 <br />CV <br />N N o 0 0 <br />0 0 <br />o co o bo <br />EPS 8" 1'-0" 1'-0" 1'-0" 1'-0" <br />iv FOAM iv*1 , F � <br />10 BRACKET DETAIL 13 LEDGER DETAIL <br />3/411-1- <br />6"SCORED <br />BAND <br />1'-0"-,/ <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 />DRIP CASING BEAD <br />AT BOTTOM OF <br />STUCCO BAND- <br />5/8" STUCCO ON <br />CMU <br />1 <br />10 <br />A5.A <br />CONTROL <br />JOINTS <br />CONTROLJOINTS <br />MID -WALL <br />WEEP <br />U <br />FRONT ELEVATION A <br />1 /411 = 1'-011 <br />7/8" STUCCO <br />ON FRAME <br />MID -WALL <br />WEEP <br />SCREED <br />5/8" STUCCO <br />ON CMU <br />CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING <br />1'-01, <br />12 <br />5� — <br />A/C UNIT 2'_0.! <br />li- <br />AND PAD <br />�- GRADE LINE <br />REAR ELEVATION A <br />1 /811 = 1'-011 <br />SHINGLE <br />ROOF <br />ih <br />F_ <br />CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING <br />ELEV AT 8'-8" <br />T.O.M. <br />USS <br />A/C UNIT <br />AND PAD <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />12 <br />-15 <br />12'-0" 13'-8" 1 12'-0" " <br />z_ <br />O r; <br />12 CONTROL W CONTROL <br />5� JOINT JOINT <br />MID -WALL <br />WEEP <br />SCREED <br />I F_ <br />- - - - - - - <br />GRADE LINE 5/8" STUCCO <br />ON CMU <br />RIGHT ELEVATION A <br />1 /8„ = 1'-011 <br />12 <br />5 <br />ELEV AT 18'-0" <br />T.O.P. <br />CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />- ELEV AT 8'-8" <br />T.O.M. <br />I <br />I <br />� 11 <br />A5.A <br />ELEV AT 0'-0"' <br />-i- 1ST FLOOR FF <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 />ELEV AT 8'-8" <br />_ <br />T.O.M. <br />21_01 A/C UNIT <br />AND PAD <br />ELEV AT 0'-0" <br />_ <br />1 ST FLOOR FF <br />' 5 <br />7/8" STUCCO <br />n <br />ON FRAME <br />ELEV AT 18-10„ <br />T.O.P. <br />12'-0" <br />18'-0" <br />ELEV AT 10'-0" <br />2,_0„ <br />2ND FLOOR FF <br />CONTROL <br />o W <br />"�_ <br />CONTROL <br />JOINT <br />JOINT <br />_ <br />_ <br />_ _ <br />ELEV AT 8'-8" <br />MID -WALL <br />T.O. M. <br />WEEP <br />12'-0" <br />SCREED <br />DRIP CASING BEAD <br />5/8" STUCCO <br />AT BOTTOM OF <br />ON CMU <br />STUCCO BAND <br />o <br />ELEV AT Mn" <br />LEFT ELEVATION A <br />1 /811 = 1'-011 <br />MAR 0 9 2023 <br />V" <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />T-8" i, 7'-4" 1. 19'-0" <br />0 <br />-------N----------- <br />SLOPE 5:12 <br />4'-0" OFF <br />O�(VENT <br />RIDGE <br />(nn u,ROOF <br />SLOPEUlu SLOPE <br />5:12 5:12—" <br />SLOPE I SLOPE <br />�5:12 5:12� <br />SLOPE 5:12 I _ <br />1 ST FLOOR FF� <br />GRADE LINE 6' <br />1 ROOF PLAN A <br />1/ = 11-011 <br />FLASHING NOTES: <br />DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE <br />INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH <br />EDITION), SECTION R703.4. AND R903.2 APPROVED <br />CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT <br />ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, <br />INTERSECTIONS, AND PENETRATIONS AND IN THE <br />EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO <br />PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR <br />PENETRATION OF WATER TO THE BUILDING STRUCTURAL <br />FRAMING COMPONENTS. THE FLASHING SHALL EXTEND <br />TO THE SURFACE OF THE EXTERIOR WALL FINISH AND <br />SHALL BE INSTALLED TO PREVENT WATER FROM <br />REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED <br />CORROSION -RESISTANT FLASHING SHALL BE INSTALLED <br />AT ALL OF THE FOLLOWING LOCATIONS: <br />1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR <br />OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, <br />EXCEPT THAT SELF -FLASHING WINDOWS HAVING A <br />CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 <br />MM)) OVER THE SHEATHING MATERIAL AROUND THE <br />PERIMETER OF THE OPENING, INCLUDING CORNERS, DO <br />NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING <br />MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED <br />BY THE BUILDING OFFICIAL. <br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER <br />MASONRY CONSTRUCTION WITH FRAME OR STUCCO <br />WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER <br />STUCCO COPINGS. <br />3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR <br />METAL COPINGS AND SILLS. <br />4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD <br />TRIM. <br />5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS <br />ATTACH TO A WALL OR FLOOR ASSEMBLY OF <br />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 <br />DIRECTION. <br />9. AT ROOF CRICKET OR SADDLE. <br />10. AROUND ROOF OPENINGS. <br />GENERAL FLASHING NOTES: <br />INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH <br />EDITION (2020), SECTION R703.4 AND IN ACCORDANCE <br />WITH STANDARD APPLICATIONS ILLUSTRATED IN THE <br />ARCHITECTURAL SHEET METAL MANUAL (LATEST <br />EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR <br />CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, <br />INC. <br />WINDOW NOTE: <br />ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF <br />0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING <br />THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) <br />EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS <br />TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST <br />HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH <br />FLOOR LINE OF THAT PARTICULAR ROOM <br />SHINGLE / 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 SECTION <br />905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL <br />GENERAL FINISH NOTES: <br />APPLICATION OF STUCCO (EXTERIOR PLASTER) <br />MUST BE IN ACCORDANCE WITH FBC R703.7, <br />ASTM C926 AND C1063 <br />ALL LATH AND LATH ATTACHMENTS TO BE OUT OF <br />CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 <br />FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) <br />GENERAL NOTES: <br />" G.C. VERIFY ROOF PITCH <br />ROOF PITCH VARIES PER SUBDIVISIONS (5112 PR 5.9/12) <br />IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />ROOF CRITERIA <br />- 12" OVERHANG 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, QUANTITIES, 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 />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 THE <br />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 (MEASURE <br />VERTICALLY)BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, <br />WITH THE BLANCE OF THE REQUIRED VENTILATION PROVIDED BY <br />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 - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />* OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT <br />* SOFFIT VENTS - 7 SO. 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. OF NET FREE AREA / FT. FOR TILE <br />NOTE: <br />EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE <br />DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL <br />PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT <br />N <br />N <br />0 <br />N <br />0 <br />CM <br />L0 <br />CD <br />w <br />0 <br />SO <br />W <br />z <br />N <br />^, <br />�LO <br />z-,� E <br />0 <br />W <br />L Q o <br />N <br />00 <br />V) M <br />- <br />cn <br />Elmo <br />U -0-0- a Con <br />A' C ,= t pM <br />W 2 OO <br />�= <br />0 :8 oQ <br />w ZD� <br />C)-CN <br />^` <br />W <br />L �O E- <br />VI" <br />Uj LU <br />W <br />aL ( W0� <br />WH~ ��� �QYZ� Z <br />(' <br />Q Q U <br />aj J�O�I�LLUOLLO JO <br />aa�U� Z�LL0Z20oF-QQ <br />F- <br />C� 0 <br />(7WR96ZOR00mZZ U <br />�Oa8LU zYOZLj zLLO OW EILL <br />OW <br />(� Z <br />a Q W H C/) LU 0 <br />0 0QZ�¢ <br />0W <br />LL Q 0 Q LL <br />O <br />O <br />fV <br />OW <br />> = <br />O <br />4 "0 0 <br />O <br />L1') <br />< Ln <br />� � LL � <br />W Q Ln <br />O <br />Z F-11 <br />Z <br />W <br />Jo <br />N <br />N <br />0 <br />N <br />O <br />N <br />0 <br />0 <br />c <br />wM <br />co <br />ao <br />ao <br />o <br />O <br />O <br />� <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />d) <br />O <br />O <br />c6 <br />i <br />O <br />i <br />o0 <br />C <br />N <br />T- <br />A <br />O <br />Ni <br />o <br />� <br />0 <br />O <br />0 <br />O <br />0 <br />O <br />O <br />N <br />o <br />O <br />NU-). <br />0 <br />N <br />0 <br />M <br />0 <br />d' <br />0 <br />L7 <br />0 <br />CO <br />0 <br />I� <br />L <br />00 <br />u) <br />Z Z <br />o <br />wwv) <br />) <br />O <br />Q <br />=) <br />Q <br />Oa=Q <br />-0 <br />Z <br />ZW~~ <br />15 <br />=m=z <br />H z <br />v <br />Z J <br />Q <br />i-MZW1-� <br />Z Z <br />0o <br />Og>-' <br />O <br />2 00 <br />�n Z <br />Z � <br />�QO <br />• <br />� <br />Z <br />g <br />U <br />a <br />OV <br />MMO <br />W <br />Z <br />Q <br />z <br />z <br />W <br />J <br />00 <br />W <br />00 <br />O <br />O <br />LAST PLOT DATE <br />Nov. 30, 22 <br />Z4-0 <br />0 <br />O <br />EXTERIOR <br />ELEVATIONS & <br />'= <br />ROOF PLAN A <br />