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12 ROOF FINISH PER <br />15 <br />ELEVATION <br />ROOF SHEATHING V-4" <br />1" 1" <br />MANUFACTURED 1'-2" <br />ROOFTRUSS <br />METAL DRIP EDGE CD <br />2X4 SUB -FASCIA <br />.a ALUMINIUM 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 />A6SOFFIT DETAIL <br />3/411— 11-011 <br />ib <br />ROOF FINISH PER `o i�l <br />12 ELEVATION <br />15 <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />c <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />1 -0 ALUMINIUM WRAP <br />ALUMINUM STUCCO BANDi <br />NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT <br />T­ <br />DETAIL SF01 SHEET SS FOR SOFFIT in <br />ATTACHMENT DETAIL <br />7 SOFFIT DETAIL <br />3/4 — 1 -011 <br />11 COLUMN DETAIL <br />3/411— 11-011 <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 - - T O MAT <br />8 13/4If = 1 1-011 � 5 METAL DRIP <br />EDGE <br />(S) A23 <br />2X4 FASCIA <br />1-1/2" THK ,I " ALUMINIUM <br />2'-0" WRAP <br />(S) A23 ALUMINUM <br />SOFFIT <br />00 PT 2X4 LEDGER ATTACHED TO <br />WALL W/ 3/16" TAPCONS W/ <br />3„ MIN 2-1/2" EMBEDMENT 6" O.C. <br />BTM AT 7'-6" <br />2" ;7_742" <br />12 SOFFIT DETAIL <br />3/411— 11-011 <br />9 STUCCO DETAIL <br />13/411— 11-011 <br />PT 2X8 LEDGER ATTACHED TO WALL 6„ <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />II ,I fV <br />CV CV o o o <br />o o <br />o 00 0 00 <br />EPS a1 <br />ii FOAM iv 8as 1 a -0 <br />BRACKET DETAIL LEDGER DETAIL <br />10 ill_ if —Off 13 3/411 _ 11-011 <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 />8 <br />5/8" STUCCO ON <br />CMU <br />10 SHINGLE <br />A5.A ROOF <br />LM <br />I I I I I l i I I II I <br />CONTROL <br />JOINTS <br />Cl) <br />CONTROL z I— <br />JOINTS <br />MID -WALL N = <br />WEEP <br />SCREED <br />9 <br />N[Immmlml <br />INIMMINI <br />ININININININININ-1 <br />ININININININININI <br />FRONT ELEVATION A <br />1 /411 = 1'-011 <br />CASING♦D <br />WEEP HOLES <br />IIII�1111 �� 1■I�._ OVER FLASHING <br />IIImI1�IN�■IIIIII�11... <br />mm�m�w. m.on i!mn, <br />z= M <br />a <br />7/8" STUCCO CD i�_ <br />12 <br />ON FRAME N = CONTROL 5 <br />JOINT <br />MID -WALL <br />WEEP <br />SCREED—;- - <br />5/8" STUCCO <br />ON CMU <br />GRADE LINE <br />REAR ELEVATION A <br />1 /811 = 1'-011 <br />12'-0" 13'-8" <br />CASING BEAD W/---, <br />WEEP HOLESO <br />OVER FLASHING 12 CONTROL W <br />51 JOINT <br />A5.A - - - - - - - - <br />1'-0" <br />12 <br />5� <br />A/C UNIT 2'_0" <br />AND PAD <br />T.O.P. <br />1 '-0" <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />L/SS <br />m A/C UNIT <br />AND PAD <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />12 <br />15 <br />7 <br />0� <br />ASSUMED GRADE <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 />i I I <br />ELEV AT 8'-8" <br />T.O.M. <br />/ \I <br />I' <br />� 11 <br />A5.A <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />12 U <br />5 5. <br />i <br />7/8" STUCCO <br />ON FRAME <br />ELEV AT 18'-0" <br />T.O.P. <br />12'-0" <br />1 a_Oai <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />CONTROL <br />� JOINT <br />_ <br />12 <br />�5 <br />ELEV AT 8'-8" T-8" T-4" <br />TOM 11 <br />MID -WALL <br />WEEP T <br />CREED 2a_0a A/C UNIT <br />AND PAD <br />_ ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE 5/8" STUCCO <br />ON CMU <br />RIGHT ELEVATION A <br />1 /811 = 1 '-011 <br />12 <br />5 '. <br />Lf <br />7/8" STUCCO <br />ON FRAME <br />,I <br />I <br />d <br />, • � <br />I <br />ELEV AT 18'-0" <br />T.O.P. <br />a a� <br />12 -0 <br />� a. <br />18 -0 <br />Z = <br />C? <br />ELEV AT 1V-0" <br />O <br />2,— 011 <br />2ND FLOOR FF <br />CONTROL- <br />= <br />`"_ <br />CONTROL <br />JOINT-�_ <br />JOINT <br />_ <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 0'-0" <br />1ST FLOOR FF <br />GRADE LINE <br />LEFT ELEVATION A <br />1 /811 = 1'-0„ <br />19'-0" <br />0 <br />— — — — — — —N— — — — — — — — — — <br />SLOPE 5:12 <br />W4'-0" OFF <br />ON RIDGE <br />U) Ld ROOF <br />VENT <br />SLOPEU 1 SLOPE <br />5:12 5:12 " <br />W <br />a <br />ON <br />J <br />W� <br />SLOPE SLOPE <br />�5:12 5:12 ---- <br />SLOPE 5:12 _ <br />6,1 <br />1 RO�2F�LAN A <br />1 /8 — 1 -0 <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 />R 0 4 2023 <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 />GENERAL NOTES: <br />* G.C. VERIFY ROOF PITCH <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" 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 BALANCE 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 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. 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 />O <br />r -ti <br />, Q` W a <br />O <br />,sa 4 <br />s y <br />3 <br />00 <br />LLI <br />x <br />� <br />0 <br />LU <br />0 <br />z <br />l <br />i <br />¢ <br />/N <br />C <br />C <br />W <br />\ <br />L 0 o U <br />' CO `o. ai <br />M <br />N <br />U �O- 2m <br />E t m <br />C:) <br />018, <br />.N <br />^, <br />ac wy <br />Q <br />L <br />UJ <br />OM �� <br />2 a 70 <br />LLJ <br />C W uj W 0 F- <br />LU W�a ��� �2Y°zo Z <br />0 <br />Q Q <br />I— <br />Q X � Z Q� 0 Z M 0 0 F— <br />� 0 LL. — 0 .J z a Q <br />C� ��OZO�OOmz U <br />O O <br />(n z <br />(13 0a>zz� <br />OYZwo� ii <br />LLJOWCY <br />w�Q¢�U� <br />ILL <br />O� �QZ�¢ <br />L¢ 0 �`�LL <br />a <br />O <br />O <br />(V <br />Qw <br />O <br />i:a 1,0 � <br />U0 J ul <br />2: � LL <br />Q W Q Ln <br />rei <br />U <br />Q Q 00 <br />z I- <br />� <br />Z <br />W <br />�� <br />N <br />N <br />O <br />N <br />0 <br />N <br />O <br />O <br />00 <br />M <br />CO <br />CO <br />00 <br />0 <br />N <br />0 <br />0 <br />O <br />O <br />O <br />O <br />N <br />0 <br />6 <br />N <br />i <br />6 <br />C)T— <br />' <br />6 <br />i <br />006 <br />T— <br />i <br />p� <br />N <br />M <br />0 <br />0 <br />C) <br />� <br />0 <br />O <br />0 <br />O� <br />0 <br />O <br />O <br />N <br />0 <br />O0 <br />N <br />C <br />0 <br />N <br />0 <br />M <br />0 <br />4 <br />0 <br />6 <br />0 <br />6 <br />0 <br />ti <br />L <br />00� <br />Z Z <br />-Z° <br />w0H <br />0 <br />0 <br />Q <br />Uo:o <br />� D_ <br />Oa=Q <br />z <br />zWI­- <br />� <br />~mOz <br />LU <br />=I-=z <br />CDO5W <br />¢WO <br />ZW <br />T� <br />a. <br />Z Z W <br /><z <br />LL1 IMMF <br />Q <br />Og <br />U <br />O <br />W,, <br />z T-4. <br />W z z <br />¢ 0 <br />• <br />z <br />U <br />U <br />� <br />O <br />O <br />W <br />� <br />Z <br />z <br />z <br />W <br />J <br />Uim <br />� <br />O <br />LAST PLOT DATE <br />Nov. 30, 22 <br />EXTERIOR <br />Z. <br />0 <br />ELEVATIONS & <br />ROOF PLAN A <br />