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0' <br />:z (V - <br />io to <br />2 LBS. EPS <br />�4 <br />FOAM <br />1 1/2" <br />-011 <br />04 <br />AV- <br />4 2 LBS. EPS o <br />FOAM <br />2 1/2" <br />6 _BRACKET DETAIL <br />2 LBS. EPS <br />FOAM <br />4" 4" 4" 4" <br />V 1'-4" <br />7 WINDOW �DETAIL <br />D-1- <br />ROOF FINISH <br />PER ELEVATION <br />12 <br />�5 ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINUM WRAP <br />1'-0" ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />SOFFIT <br />8 �r _ r DES A L <br />'Iia _ _n <br />0 <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" THI( <br />PAINTED <br />TRIM BAN <br />10 rr.,_..rvr. ■ <br />8"XV THICK PAINTED <br />RAISED TRIM BAND— <br />co <br />11. '1/a;. 1 no, <br />6" L <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 />2ND FLOOR FF <br />\ <br />ELEV AT 8'-8" <br />— — <br />T.O.M. <br />WEEP SCREED <br />TYP. <br />hi <br />A5 <br />CASING BEAD <br />W/ WEEPS <br />OVER <br />FLASHING <br />SHINGLE <br />ROOF <br />�mm�mn�m��m�•�-- —� <br />%- <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />co <br />FRONT ELEVATION B <br />1 /411 — 1 '-011 <br />W.m <br />•��l►_ <br />.uirI�lNal.�. <br />ELEV AT 18'-0" <br />T.O.P. <br />fr- <br />ELEV AT 10'-0" �? C.J. <br />2ND FLOOR FF <br />FLASHING <br />ELEV AT 8'-8" _ <br />T.O.M. <br />WEE <br />SCREED <br />TYP. <br />5/8" <br />STUCCO * Zo <br />ON CMU <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />ELEV AT 18'-0" <br />REAR ELEVATION B <br />1 /8If = 1'-011 <br />z � <br />g J (' <br />c _ <br />N* 7/8" STUCCO <br />— OVER <br />\'­ FRAME <br />A/C UNIT <br />CD AND PAD <br />ti <br />12 <br />51 <br />4' OFF RIDGE <br />VENT <br />SHINGLE <br />ROOF <br />Ir111�111�1�111%I�IIIII�III�I�III�I�Ir1�I�I11�I�I1111�Ir111�I11�I�I1111�I11�I�I11�I�IrIQ�l11�1■IIIII�IIIII�III�I�IIIII�III�I1­I1-I'II■Ziff-IMIIII <br />IIr111■Ir111■IIIII■Ir111■Ir111■Ir111■Ir111■Ir111■Ir111■Ir111■I1111■I1111■I1111■I1111■1r111■Ir111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■Ir111■IU. <br />• <br />1 /8" = 1 -011 <br />T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. -4 <br />A/C UNIT 2'-( <br />AND PADS <br />I ST FLOOR FI <br />LEFT ELEVATION B <br />" = 1 '-0" 1 /8 <br />4' OFF RIDGE <br />WGAIT <br />SHINGLE <br />ROOF <br />CASING <br />BEAD W/ <br />WEEPS <br />OVER <br />FLASHING <br />9'4" 6'-0" 164" <br />W <br />077 <br />� <br />o Uv <br />N - - <br />w <br />0 N <br />J � <br />u iri <br />4' OFF RIDGE <br />VENT <br />� <br />o✓ <br />SLOPE p z <br />W <br />E5:12 <br />WO z <br />W <br />SLOPE <br />0 <br />-v <br />-v <br />5:12 <br />W <br />a <br />ON <br />77 <br />co in <br />SSE <br />SLR <br />5:12 <br />5:12 <br />SLOPE <br />— <br />ON <br />J 77 <br />Ln <br />00, <br />SLOP <br />5:12 <br />ROOF PLAN B <br />1 /8If = 1'-0" <br />FLASHING NOTES: <br />DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE <br />INDICATED ON DRAWINGS. REFER TO FBC RES 2020 1 <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 />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. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ <br />NET SQ. 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 />FREE VENTILATING AREA SHALL BE 1/150 <br />THE MINIMUM NET 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 />MLUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) <br />IDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />* OFF -RIDGE VENTS - 138 SO. 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 />i <br />M <br />N <br />O <br />N <br />00 <br />a <br />LO <br />CO <br />---- <br />W <br />z <br />Q <br />V) <br />(D O LO z, E <br />L 1 f? o <br />_W <br />go y <br />N CM 2 <br />�U <br />y_ <br />41, <br />� <br />�Oo 288 <br />•� 0 U- o 9 <br />.� <br />s W do ' <br />Q � c <br />Q) <br />o � <br />7C) <br />a a <br />w <br />WW Q W iWY O <br />Q Q <br />— <br />>J <br />QLLJ OX�N 0 3o LL 000JO <br />=)OHZE OZ20' <br />-¢a <br />0 <br />O W Z oz <br />O W m Z <br />u�O11 W�cnwIx <br />U <br />0 -1 <br />0 <br />L- <br />Z <br />��a¢OwQV5ZwZOwUp <br />OW gii gwz<t <br />OQ 0 =O Da <br />O <br />O <br />Z N <br />W <br />O <br />z <br />0 M <br />Q co CO <br />a- (/) L L <br />2 W <br />z <br />ui F—�CLM <br />oo <br />ZV� <br />W <br />W <br />J O <br />JU <br />2 <br />1 <br />02 <br />Virtual Rev <br />w <br />I <br />ssis <br />. In <br />. <br />Plans Review <br />co <br />plet <br />d a <br />d <br />prp <br />Editior <br />compliance <br />with <br />he 20i <br />B <br />th <br />ie Klahr <br />�ebra An <br />O <br />O <br />O <br />CDN <br />N <br />N <br />' <br />N <br />N <br />W <br />O <br />N <br />N <br />1 <br />z <br />0 <br />N0 <br />CD <br />�wj <br />O <br />N <br />M <br />LA <br />CO <br />I <br />CO <br />ZZ <br />V/ <br />¢W <br />C) <br />4-1 <br />W <br />Zcn <br />000 <br />4_4 <br />O <br />U <br />U u) <br />O <br />0 0 <br />< <br />r-4 <br />Z <br />a —a <br />a <br />= <br />w <br />In <br />0 <br />N <br />p~O <br />Zo e <br />. <br />W�� <br />Q <br />O <br />zwo <br />N <br />• <br />z <br />az <br />Ln <br />OU <br />0 <br />W <br />Z <br />A5 <br />z <br />W <br />W <br />J <br />N <br />0 <br />O <br />LAST PLOT DATE <br />. . <br />May 8, 2023 <br />z.4—a <br />0 <br />EXTERIOR <br />J <br />ELEVATIONS & ROOF <br />PLAN B <br />