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11 " <br />.I N <br />i0 <br />�4 <br />2 LBS. EPS <br />FOAM <br />1 1/2" <br />—011 <br />U ti��= 1 <br />(V <br />0 2 LBS. EPS 9 <br />FOAM <br />04 <br />2 1/2" <br />6 11 BRACKET DETAIL <br />_ 1 _n11 <br />r� <br />2 LBS. EPS <br />FOAM <br />CV <br />v <br />4" 4" 4" 4" <br />,11 1'-4 <br />NDOW DETAIL <br />11 = A 1_n11 <br />ROOF FINISH <br />12 <br />PER ELEVATION <br />15 <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <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 />)1711 <br />DETAIL <br />111 = 1 1_n11 <br />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 />7"X1" THIC <br />PAINTED F <br />TRIM BAN <br />6"X1" THICK <br />PAINTED RAISED <br />TRIM BAND <br />I •VII <br />10 \VV/1I II <br />8"X1" THICK PAINTED <br />RAISED TRIM BAND— <br />c� <br />8 <br />A5 <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 />FLOOR FF <br />12 <br />51 <br />A5 <br />CASING BEAD <br />W/ WEEPS <br />OVER <br />FLASHING <br />SHINGLE <br />ROOF <br />sonon ONEONE000110HO <br />e e <br />1 /411 = 1 1-011 <br />P.I■IIIII%III�1. <br />-mlillIrt_I_....I_..1111_.111r11111r11111■11111.1111ibMze <br />c? <br />ti <br />I <br />lure■nnl■nnl■nni■nnI■nni■nul■lurl■nni■nnl■nu�. <br />.d111■1111im1I11I■IIIII■11111mlllrlmlllrUlllrl■IIIIIa <br />Isis 11111rt1111■111/I.IIIII■IIIII�IIIIIr11I <br />IIIIIIII■11111�111111111111.111/1■IIIII►. <br />llrl■II1111■11111■h._ <br />1 1 <br />/ . r <br />11■11111�11111■111111 <br />- 1 <br />■r <br />, s • <br />• <br />n <br />• 11 <br />■ <br />•• <br />r <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 />3' <br />DRIP "V" <br />12 <br />51 <br />C.J. 11 z C.J. <br />J C7 <br />* -1 <br />- N =� <br />4' OFF RIDGE <br />VENT <br />C <br />SHINGLE <br />ROOF <br />7/8" STUCCO <br />OVER <br />— FR — — — — <br />12 <br />SCREED <br />5/8" <br />STUCCO <br />WEEP----' <br />OVER CMU <br />SCREED <br />TYP <br />ELEV AT 0'-0" <br />_ _ _ _ _ <br />_ _ _ _ _ <br />_ — _ _ <br />1ST FLOOR FF <br />RIGHT ELEVATION B <br />3 <br />-0 <br />4' OFF RIDGE <br />VENT <br />SHINGLE <br />12 <br />4A5 5 <br />ROOF <br />..I/IIIII�IIIIIiyl1111�I1111�11111�I1111�11111�11111�11111�11111■III'�I■IIIII■IIIII�i1111�11111�I111��I1111�I1111�I1111i.'-R <br />1 ..1■Ion■luremlun■nnlmIon■Ion■Irlrl■mn■nul■nni■nnl■nnl■Ion■Iun■nm■nnl■nm■m1rl■mn■nm■n <br />�I� IY.\Ir1Y.rIY1Y.-Ir1Y\-I�IY.-I�1\.Yll�l\•■Irl\\rIr1Y\-Ir1Y\rIYIYYrIrlY.rlri <br />1 1 ■' <br />• 1 ■ <br />• 11 n <br />1L_ RM _ ••r =;—� <br />LEFT ELEVATION B <br />1 /811= 11-011 <br />CASING <br />BEAD W/ <br />WEEPS <br />OVER <br />FLASHING <br />DRIP "V" SCREED, <br />AT BOTTOM OF <br />BAND <br />mi <br />6'-0" <br />.414 <br />a. <br />ON <br />J r <br />IT <br />W <br />o� <br />J <br />4' OFF RIDGE <br />VEND <br />16'-4" <br />0 <br />0 <br />� <br />lY <br />SLOPE p W <br />-v> <br />p W SLR <br />-v> <br />5:12 <br />5.12 <br />12 <br />W <br />a <br />O77 <br />(0 to <br />SLOPE SLOPE <br />5:12 1 5:120 <br />ON <br />J77 <br />fn IWO <br />SLOP <br />5:12 <br />ROOF PLAN B <br />1 /811= 11-011 <br />1 <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 />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 />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 SO. INCH REQUIREMENT <br />ATTIC AREA = 1697 SQ FT <br />VENTILATION REQUIRED = 815 SQ 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 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 />VVALUES 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 />cli <br />';;iLID <br />.. <br />o <br />00 <br />LID <br />.. <br />K, <br />Q <br />w <br />0 <br />z <br />Q <br />V) E <br />W L '0^ 0 <br />N V co 401 M <br />4) Ems` to <br />moo, 2g <br />Eb- <br />.� o U- 8 ° <br />s � p10 <br />�V^`) f' Lu Q � <br />W >,v.., 0O E o�i' rn <br />v n a <br />Lu <br />U <br />< UHr <br />WW H W W MWw '0 O <br />ji <br />OQ�W OQ�QU0 <br />2J0 <br />Q <br />Qox ZERo2000<� <br />aIn <br />O <br />OO <br />AWO <br />(L WW W W0< <br />()gZpw <br />w <br />�Wan ¢W gY6 <br />Qo <br />oit o D o<<X <br />Q 0 <br />U- IL <br />0 <br />04 <br />Z <br />W <br />O1.- <br />Z ti <br />E5 M O <br />Q U) M <br />LL <br />ti <br />f—a- Wc'M <br />�a2r-- <br />Z V ~ <br />WW <br />O <br />0 <br />I <br />I <br />i <br />I <br />� <br />I <br />CD <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />N <br />N <br />�� <br />C <br />N <br />N <br />N <br />N <br />M <br />ce) <br />� <br />`O <br />O <br />0 <br />0)O <br />0 <br />� <br />N <br />o <br />N <br />o <br />t <br />� <br />z <br />O <br />N,^ <br />LO> <br />W <br />o <br />e- <br />O <br />N <br />o <br />M <br />0 <br />�' <br />0 <br />� <br />l <br />� <br />M <br />ON <br />}� <br />Z <br />rV <br />U) <br />z <br />QW <br />W <br />° o <br />♦�-+ <br />0 <br />V <br />_O <br />t,VFn <br />Lo <br />O <br />0r4 <br />`� <br />Z <br />a —a <br />rl <br />Q <br />0 <br />_ / <br />N <br />O�_O <br />zo= <br />. <br />W�� <br />04 <br />Q <br />O <br />Z <br />5ww <br />I1z <br />z <br />OU <br />0 <br />W <br />zA <br />5 <br />z <br />W <br />J <br />uj <br />0 <br />0 <br />LAST PLOT DATE <br />_ <br />May 2, 2022 <br />f1 <br />O <br />EXTERIOR <br />J <br />ELEVATIONS & ROOF <br />PLAN B <br />