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-116 <br />(0 O <br />-119 <br />2 LBS. EPS <br />FOAM <br />1 1/2" <br />5 BRACKET DETAIL <br />1lf- 1 -0 <br />19 <br />q 2 LBS. EPS o <br />FOAM <br />IL <br />2 1/2" <br />6 BRACKET DETAIL <br />1If- 1 -0 <br />11 <br />I f 1 1/2" <br />7 <br />L <br />2 LBS. EPS <br />FOAM <br />0 <br />N <br />4" 4" 4" 4" <br />VDOW DETAIL <br />N <br />v <br />ROOF FINISH <br />12 <br />PER ELEVATION <br />15 <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />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 />)�FFIT DETAIL <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />12 <br />5.9 MANUFACTURED <br />ROOF TRUSS <br />b E—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 />9 SOFFIT DETAIL <br />pia _ _n, <br />7"X1" THICK SMOOTH <br />STUCCO BAND —� <br />4"X1" THICK SMOOTH 4" <br />STUCCO BAND <br />10 pia,_� , nl� <br />10" <br />V- <br />12" X 1 1/4" THICK SMOOTH <br />STUCCO BAND <br />3 1/2" SMOOTH STUCCO <br />FINISH <br />PERMA WRAP COLUMN <br />OR EQUAL <br />4" SMOOTH STUCCO <br />FINISH <br />6" SMOOTH STUCCO <br />OVER CMU <br />0? LMOOTH STUCCO <br />R CMU <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />-5/8" STUCCO OVER <br />CMU <br />4" STUCCO BAND <br />GARAGE <br />DOOR <br />4" T-0" 2"X2" THICK PAINTED <br />RAISED TRIM BAND <br />N <br />6"X1" THICK PAINTED <br />RAISED TRIM BAND <br />5/8" STUCCO OVER <br />i.i CMU <br />1 „ � iv <br />ELEV AT U-0" <br />FIRST FLOOR FF <br />.� ASSUM D <br />GRADE <br />7"X2" THICK <br />PAINTED RAISED <br />TRIM BAND <br />6"X2" PAINTED <br />RAISED TRIM <br />BAND <br />ELEV AT 18'-0" <br />T.O.P. _ <br />7/8" <br />STUCCO <br />OVER FRAME — <br />CASING BEAD- <br />W/ WEEPS <br />OVER <br />ELEV AT 10'-0" FLASHING <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />SHINGLE <br />ROOF I <br />I <br />I <br />I <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />FRONT ELEVATION A <br />1 /411 — 1'-0" <br />SHINGLE <br />ROOF <br />kilodim <br />alm1�._ <br />ELEV AT 18'-0" <br />al2filIT11 <br />1111 <br />T.O.P. <br />1'-0" <br />ELEV AT 10'-0" <br />1? <br />C.J. <br />2ND FLOOR FF <br />r <br />FLASHING <br />ELEV AT <br />T.O.M. <br />WEE <br />SCREED <br />TYP. <br />smmmm5/8" <br />C? <br />STUCCO <br />Zo <br />O N CMU <br />ELEV AT U-0" <br />1 ST FLOOR FF <br />REAR <br />ELEVATION A <br />1 /8If = 1 '-011 <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 />ELEV AT 0'-0" <br />1ST FLOOR FF <br />12 <br />51 <br />ARIGHT ELEVATION A <br />1 /8" = 1'-011 <br />w <br />12 <br />51 <br />z <br />* 7/8" STUCCO <br />> o W W <br />N — OVER <br />1dYlL— <br />A/C UNIT <br />AND PAD <br />4' OFF RIDGE <br />VENT <br />SHINGLE <br />ROOF <br />iu�l■nlrulu�l■lurulrlrl■IrIrI■Ir111■Irl�l■Ir11I■Irl�l■Ir111■IIIrI■IIIII■Ir111■Irlrl■IrIrI■Irrll■IrIrI■Irl�i:-��jnmi:�i�i�ir��l <br />■ <br />`IM st NIX6141- <br />LEFT ELEVATION A <br />1/8 if = 1 '-011 <br />12 <br />2'-0„ <br />DRIP "V" SCREED, <br />AT BOTTOM OF <br />BAND <br />9'-8" <br />5:12 <br />PROOF PLAN APLAN A <br />1 /8If = 1'-011 <br />16'-4" <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 EXTERICR 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 />V V SUN 20i� <br />VIRTUAL REVIEW ASSIST <br />Virtual Revlev;./ Assist, Inc. <br />Flans Review completed and approve <br />for compliance with the 2020 FBC 7t <br />Edition 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 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 = 1697 SQ FT <br />VENTILATION RE Q Q UIRED = 815 S IN <br />VENTILATION PROVIDED AT RIDGE = 407 SQ IN <br />VENTILATION PROVIDED AT SOFFIT = 1218 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 11150 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 />O <br />N <br />fie... <br />3 100 <br />® <br />® <br />t '90�. <br />ir <br />Q <br />,CQII�V:/A�U aP.r <br />IZ <br />O <br />W <br />p <br />z <br />Q <br />n, <br />A, E <br />W > (D 0 <br />W L 10 r? 0 <br />M N <br />(n <br />V O ;- d a <br />�M <br />A� � L t m <br />p 0 2 <br />} 0 <br />O u- o Q <br />�tn <br />w Qv <br />W <br />L 0 Eri <br />70 <br />W <br />(of�_jcn0��nVO�JO <br />pw vi WQ� <br />OW frQzOf <br />Z)Of <br />a <br />F-~ <br />xJ LL aoa <br />�zWoMQ�3C) <br />�aWz <br />W0zO <br />zZ Uj o°~wW1 <br />Q wQ <br />�z <br />� <br />O~ <br />O Q Q <br />QQ< <br />WQ o W <br />9 <br />O <br />Z W <br />O I— <br />4 <br />>U)O <br />co O <br />Q w CO I"- <br />zQUQOD <br />QW<Lo <br />1--11'LLt) <br />W <br />Z I— <br />> <br />W <br />J O <br />O <br />co <br />, <br />s <br />I <br />l <br />I <br />I <br />OO <br />O <br />CD�- <br />N <br />co <br />o0000 <br />N <br />I� <br />N <br />r <br />N <br />M <br />N <br />M <br />N <br />O <br />r <br />r <br />N <br />O <br />00 <br />O <br />O <br />O <br />r <br />N <br />O <br />N <br />O <br />z <br />O <br />CD <br />Lo <br />W <br />o <br />0 <br />N <br />0 <br />(`M <br />0 <br />0 <br />to <br />; <br />ZI- <br />W <br />U) <br />QZ <br />w <br />O <br />- <br />W <br />U <br />poo <br />0F/, <br />" <br />Lo <br />�_ <br />O <br />=Z> <br />0�0 <br />-0 <br />z <br />a~a <br />Q <br />rl <br />F- <br />Ln <br />im&w <br />Ln <br />F- <br />N <br />= <br />zoO <br />W <br />� <br /><~ <br />Da <br />QO <br />ZWO <br />VzZ <br />zLn <br />i <br />FF-- <br />U <br />� <br />0 <br />_0 <br />W <br />Z <br />A5 <br />Z <br />z <br />W <br />Wr.� <br />J <br />Co <br />0 <br />LAST PLOT DATE <br />04 <br />O <br />April 11, 2022 <br />z <br />0 <br />EXTERIOR <br />J <br />ELEVATIONS & ROOF <br />PLAN A <br />