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ROOF FINISH <br />PER ELEVATION <br />12 <br />—15 ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />F--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 />SOFFIT DETAIL <br />6 <br />3/4 - 11-011 <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />12 <br />5 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 />SOFFIT DETAIL <br />7 <br />3/411- 11-011 <br />CV <br />to <br />o <br />N <br />N <br />CV <br />1'-4" <br />2" 2" <br />FALSE FOAM LOUVER DETAIL TYP <br />8 <br />6" <br />1 <br />1 <br />4" 4" <br />GV <br />(V <br />O - <br />00 <br />T <br />O - <br />00 <br />r <br />EPS <br />04 <br />FOAM iv <br />BRACKET DETAIL <br />9 <br />NOT USED <br />10 <br />3/4W-1 <br />1-011 <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />(V <br />0 O <br />0 0 <br />8" 1'-0" <br />LEDGER DETAIL <br />11 <br />3/411- 1 <br />9-011 <br />CASING BEAD <br />7/8" STUCCO WITH WEEP <br />4" STUCCO OVER FRAME SCREED OVER <br />BAND FLASHING <br />8 <br />A5 <br />WEEP <br />SCREED— 5� <br />f= -1 <br />V <br />o W <br />N = <br />z_ <br />4" STUCCO <br />BAND <br />5/8" <br />STUCCO <br />OVER <br />MASONRY- <br />FRONT ELEVATION B <br />1 /4„ = 1'-011 <br />`--GRADE LINE <br />8 REAR ELEVATION B <br />1 /811 = 1'-011 <br />1'-0" <br />12 <br />5� <br />A/C UNIT <br />AND PAD-­,2'4" <br />16-8" <br />SHINGLE <br />ROOF <br />1'-0. <br />Iice <br />1 <br />12 <br />16-8" <br />�-7/8" STUCCO <br />- ELEV AT 18'-0" <br />T.O.P. <br />—CASING BEAD WITH <br />WEEP SCREED OVER <br />FLASHING <br />ELEV AT 10'4" <br />2ND FLOOR FF <br />_ ELEV AT 8'-8" <br />T.O. M. <br />WEEP SCREED <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />OVER FRAME 2ND FLOOR FF <br />- CONTROL JOINT - - CONTROL JOINT - <br />ELEV AT 8'-8" <br />T.O.M. <br />AV �-5/8" STUCCO 2'-0" <br />OVER - MID WALL A/C UNIT <br />MASONRY WEEP SCREED C° ® AND PAD <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />RIGHT ELEVATION B GRADE LINE <br />1 /8„ = 1'-0„ <br />12 <br />_11 <br />O 12'-0" L 11 11 13'-4" 12'-0" <br />o w - 7/8" STUCCO <br />N = OVER FRAME <br />z <br />- - - - CONTROL JOINT <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 8'-8" <br />T.O.M. \JF <br />—MID WALL <br />WEEP SCREED <br />5/8" STUCCO <br />OVER <br />MASONRY <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />18'-8" <br />o w Cl) <br />N 2 ' <br />il— <br />z% irl <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />�-5/8" STUCCO <br />OVER LMID WALL <br />MASONRY WEEP SCREED <br />ELEV AT U-0" <br />1ST FLOOR FF <br />GRADE LINE <br />LEFT ELEVATION B <br />1 /811 = 1'-011 <br />ELEV AT U-0" <br />1ST FLOOR FF <br />15'-9" <br />2 <br />VRA <br />°iirtual Review Assist, Inc. <br />P!ags Review completed and approved <br />(cr connp nce with the 2020 FOC 7th Edition <br />by Debra Anne Klahr FX2300 <br />T-4" 11 6'-11" <br />0 <br />SLOPE <br />I 5:12 I <br />SCOPE <br />5:12 <br />W <br />0- <br />0 C\1 <br />J 7 <br />rn u) <br />W <br />ON <br />J 7 <br />U)Lo <br />T-0" RIDGE <br />VENT <br />SLR <br />5:12 <br />i 10'-0" RIDGE <br />VENT <br />-------- <br />I <br />I <br />I <br />a ISLOPE SLOPE <br />o Nr 5:12 5:12 <br />RIDGE <br />VENT <br />i <br />_J <br />I SLOPE SLOPE <br />5:12 5:12 1 _p <br />I — I `o <br />1'-0'" <br />ROOF PLAN B <br />1 /811 = 1 1-011 <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 />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 7TH EDITION (2020) 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 =1197 SQ IN <br />ATTIC AREA 2 = 445 SQ FT <br />VENTILATION REQUIRED = 214 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 108 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =425 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 TRACEABILITY TO MANUFACTURER AND PRODUCT <br />M <br />N <br />0 <br />N <br />,. <br />� <br />co <br />LO <br />'y 0 <br />° <br />Q <br />O <br />W <br />- o <br />z <br />Q <br />to N LO <br />W L 'L � o U <br />Vi -0 '_ 2 M <br />7 <br />ACC, <br />W E =,` :E Mo <br />9:o 2 .0V/ MINE <br />rn�rn O <br />U Q <br />L Oo E� <br />CL <br />W W W <br />ui <br />Lu~ W J ui ui2�OZD: <br />x0� �QO��Qu-000�0 <br />Q F- <br />0 ,9OZO2OOoo0ZZ <br />Lu <br />U <br />C1 O O <br />U) 0 Z <br />�Oa�zYOZz�pW�a <br />�Q OW <br /><0Lu �H� QED <br />< <br />oQ o 0 oQZ� <br />�QLL <br />• <br />O <br />Z W <br />O� <br />0 <br />Q <br />F-: cM O <br />U) M LO <br />� ti <br />co <br />00 <br />U <br />Z H <br />W <br />W <br />J O <br />mco <br />O <br />N <br />N <br />N <br />N <br />t` <br />N <br />4 <br />N <br />4 <br />N <br />r <br />V- <br />0 <br />0 <br />r <br />CD <br />O <br />f <br />G <br />O <br />o <br />00 <br />� <br />Oco <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 />o0 <br />to <br />00 <br />A <br />O <br />O <br />c <br />0 <br />0 <br />CD <br />0 <br />CD <br />0 <br />•L <br />N,A <br />LL) <br />; <br />0 <br />0 <br />c�i <br />0 <br />cri <br />O <br />4 <br />O <br />Sri <br />O <br />co <br />CD <br />r_: <br />r- <br />' <br />CO �_ <br />Z <br />ZLD <br />Z <br />O � <br />uj <br />oWin <br />0 <br />Uo-o <br />�o <br />Q <br />a <br />LU ~ <br />Z <br />Q <br />�mOZ <br />(=i­-=Z <br />v <br />O 3 J <br />Z <br />�Mzx <br />C� <br />w <br />< <br />Oa <br />V <br />nW <br />O <br />z <br />z <br />Z <br />z <br />�Qo <br />U <br />:5 <br />U <br />Oo <br />W <br />Of <br />Z <br />Q <br />Z <br />z <br />W <br />J <br />W <br />co <br />N <br />O <br />� <br />. . <br />LAST PLO DATE <br />Mar. 9, 23 F <br />z 4-0 <br />EXTERIOR <br />ELEVATIONS B & <br />ROOF PLAN <br />I --T--_ I I 1 I- <br />