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ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />61 SOFFIT DETAIL <br />AM" <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />MTL DRIP EDGE <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />7 SOFFIT DETAIL <br />piaI_ 1 1-ni, <br />fV <br />M1 <br />`2" 2" � <br />8 FALSE FOAM LOUVER DETAIL TYP <br />_ - n <br />9 <br />io <br />n <br />9 COLUMIN DETAIL <br />PROVIDE FILLED SOLID <br />CMU ABOVE LINTEL TO <br />TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLES <br />PT 2X8 LEDGER ATTACHED TO <br />WALL W/ 3/8" X 5" TITEN HD AT <br />12" O.C. STAGGERED <br />(S)H 10A-2 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ELEV AT V-0" <br />12 <br />T.O.M. <br />a. <br />15 <br />ROOF SHEATHING <br />(S)A23 <br />— <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />•, <br />T-0" <br />ALUMINUM WRAP <br />(S) A23 <br />ALUMINUM SOFFIT <br />PT 2X4 LEDGER ATTACHED TO <br />WALL W/ 3/16" TAPCONS W/ <br />MIN 2-1/2" EMBEDMENT <br />6" O.C. <br />BTM AT 7'-6" <br />SOFFIT <br />10 <br />If <br />Aia _ _n <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />O O 0 <br />ff T I I <br />� 8" � V-0" � 1'-0" <br />11 LEDGER DETAIL <br />'11AII _ I I -nil <br />1'-0" I. 1'-0" <br />1'-0" <br />A/C UNIT <br />AND PAD <br />1'-01, <br />4" STUCCO <br />BAND <br />6" STUCCO <br />BAND <br />WEEP <br />SCREED — <br />_ ,k <br />C� <br />o W <br />N = <br />Z <br />1'-i <br />4" STUCCO <br />BAND <br />5/8" <br />STUCCO <br />OVER <br />MASONRY- <br />N <br />7/8" SHINGLE <br />STUCCO — ROOF <br />OVER <br />FRAME ' 12 <br />4" SCORED 6 <br />STUCCO ' , A5 <br />BAND III II'I II <br />ILLLIaLILM I I <br />ELEV AT 18'-0" <br />- - - - - - - - - - - - - - - T.O.P. <br />CASING BEAD 12 <br />WITH WEEP 5 <br />HOLES OVER <br />FLASHING f IIIu-�-� CASING BEAD <br />I�l� _ WITH WEEP HOLES <br />LL " OVER FLASHING <br />IIII <br />IIIIII <br />tEA--I�L_LI-� 7 <br />II <br />1 A5 ELEV AT 10'-0" <br />qT 1-1 - 2ND FLOOR FF <br />ELEV AT 8'-8" <br />- - - - - - - - T.O.M. <br />MINININIMININI <br />ININININININI <br />E1E1E1E1E1E1E1N1 <br />Im <br />MINIMIMIE1 <br />FRONT ELEVATION A <br />1 /411 = 1 1-011 <br />A5 <br />A5 <br />�.nl■1■ ■mmm�n <br />mn■u I I■1■ <br />1.�i�t�.mnm <br />1■Inn■I■m■I■nl■1. <br />iim111ME, ..1 <br />�mnuiil■Imlhmliiiinm�i <br />1 <br />• STUCCO <br />1 <br />• <br />I <br />CONTROL JOINT <br />nnn <br />nuu■wn■I■ _ - _ � <br />• <br />' <br />■ <br />- - <br />D PAD <br />• • <br />`—GKAUt LINt <br />4 RIGHT ELEVATION A <br />1 /8 - 1 -0 <br />5 LEFT ELEIVATION A <br />1 /8 - 1 -0 <br />2'-" 0A/C UNIT <br />AND PAD <br />GRADE LINE <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT V-8" <br />T.O.M. <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />0 <br />N <br />� 9 <br />� A5 <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />OCT 2 8 2022 <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 />15-9" 1. T-4" 1. 6-11" <br />0 <br />SLOPE <br />5.12 <br />I <br />I <br />TSLOPE <br />5:12 <br />I <br />I <br />I <br />I <br />17'-0" <br />RIDGE <br />I <br />I <br />I <br />VENT <br />SLOPE <br />SLOP <br />5.12 <br />5:12 <br />i <br />---- <br />-- m <br />I <br />I <br />-- - -- <br />I I <br />------------ <br />I <br />I <br />SLOPE <br />5 <br />� <br />I <br />SLOPE <br />a- <br />12 <br />i <br />5:12� <br />LO <br />'4' RIDGE <br />FENT <br />I <br />I <br />SLOPE <br />SLOPE <br />'- <br />2'-0" <br />512 <br />5:12� <br />8'-15/8" <br />0 <br />— --(O`- <br />SLOPE 6„ <br />16'-6" <br />.3'4" <br />. 5:12 <br />1O)ROOF PLAN A-1 <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 />ROOF 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 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, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE <br />INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR <br />EQUIVALENT SYSTEM PER 6TH EDITION (2017) FBC, SECTION R806 <br />FORMULA = S.F. / 300 (1/300) - 144 (TO CONVERT TO SQ. INCHES) _ <br />NET SQ. INCH REQUIREMENT <br />ATTIC AREA 1 = 1268 SQ FT <br />VENTILATION REQUIRED = 609 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 306 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =1204 SQ IN <br />ATTIC AREA 2 = 466 SQ FT <br />VENTILATION REQUIRED = 224 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 126 SQ IN <br />VENTILATION PROVIDED AT SOFFIT = 399 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 TH� 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 />f <br />:il <br />N <br />o <br />`Ft.0tQ® <br />w <br />`., <br />'1J DCti��, .'� <br />, <br />LO <br />c2 <br />00 <br />n <br />w <br />W <br />In <br />z <br />Q <br />> 0 <br />W <br />L U <br />p M -- ai <br />V <br />Ja-0- } M <br />cc: <br />L 1 <br />O 2 S <br />OG:8 ma <br />*N <br />V w00 Q� <br />� <br />W <br />L CD 00 <br />(� W <br />H~ W J W2OZw <br />Qpj2��O���U0�LL <br />Q 0 <br />Q <br />X "M <br />LL LL 0 Z 0 <br />OCOW 0 ROOM9z <br />cn�a80zWWW55WW<0 <br />H ~ <br />U <br />00 <br />C�Oz <br />cALL <br />-QQOW oz_Wz- <br />(L <br />QpW ��� �Wa <br />-p -pQz <br />OQ O= <br />LL �-aw <br />7� <br />0 <br />0 <br />Z W <br />OF_ <br />Q � 00 O <br />M <br />Q U) r- <br />� � ti <br />z <br />W <br />HWa-cM <br />< 00 <br />Z U <br />Wz <br />W <br />JQ <br />0 <br />J <br />N <br />N <br />O <br />N <br />ti <br />N <br />C:) <br />C) <br />00 <br />CD <br />�-- <br />CO <br />O <br />O <br />O <br />�- <br />O <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />N <br />N <br />0 <br />N <br />6a0 <br />to <br />oO <br />M <br />� <br />O <br />O <br />c <br />v <br />C) <br />o <br />C) <br />d) <br />o <br />o <br />o <br />" <br />o <br />Co <br />CD <br />� <br />'m <br />NL0 <br />�000000 <br />. <br />L <br />N <br />M <br />4 <br />to <br />CD <br />ti <br />CO <br />♦^ <br />vJ <br />z Z <br />-z0 <br />O� <br />WW~' <br />W co <br />O <br />V0�< <br />M-0 <br />F— <br />O Q_ <br />WW2 <br />LOV) <br />Z <br />a. wt=-Q <br />H <br />Q <br />Z� <br />F- <br />mOZ <br />(VZLWcV <br />13�}of2 <br />M <br />�ZZ� <br />W N <br />0a2w <br />C) <br />U�Zc, <br />- - <br />z <br />FQO <br />Z <br />U <br />� <br />OU <br />O <br />W <br />a <br />Z <br />Z <br />z <br />w <br />J <br />N <br />N <br />W <br />O <br />LAST PLOT DATE <br />Aug. 8, 22 ; <br />z <br />EXTERIOR <br />J <br />ELEVATIONS A & <br />ROOF PLAN <br />