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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 />6 SOFFIT DETAIL <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 />3/4 if <br />1 <br />—011 <br />(V <br />o <br />N <br />FALSE FOAM LO <br />ER DETAIL TYP <br />8 <br />if <br />1-011 <br />1-4" <br />1' V-2" 1„— — — — — — — — — — <br />04 <br />co <br />(o <br />12" SQ CMU COLUMN, <br />SMOOTH STUCCO <br />FINISH <br />STUCCO BAND <br />(0 <br />Aw <br />(V <br />DETAIL <br />DCOLUMN <br />PROVIDE FILLED SOLID <br />CMU ABOVE LINTEL TO <br />TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLE <br />PT 2X8 LEDGER ATTACHED TO <br />WALL W/ 3/8" X 5" TITEN HD AT <br />12" O.C. STAGGERED <br />(S)H10A-2 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ELEV AT 8'-0" <br />. <br />12 <br />T.O.M. <br />a <br />15 <br />ROOF SHEATHING <br />(S)A23 <br />E---MTL <br />DRIP EDGE <br />2X4 SUB -FASCIA <br />•,' <br />2'-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 T-6" <br />SOFFIT DETAIL <br />10 <br />A = <br />- <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />8" 1'-0" J, 1'-0" 1'4' V-0" <br />11 LEDGER DETAIL ' 1 /4 _ <br />7- ' <br />8" TRUSS HEEL <br />CASING BEAD <br />WITH WEEP HOLES <br />OVER FLASHING — <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />FRONT ELEVATION A <br />1 /4It = 1 '-011 <br />12 <br />5I_a <br />8" TRUSS HEEL <br />ELEV AT 18'-0" <br />T.O.P. — — <br />V-0" 7/8" STUCCO <br />ELEV AT 10'-0" OVER FRAME <br />2ND FLOOR FF <br />_ CONTROL JOINT <br />ELEV AT 8'-8" <br />T.O.M. <br />MID WALL <br />WEEP SCREED <br />5/8" STUCCO <br />OVER <br />MASONRY <br />ELEV AT 0'-0" <br />4" SCORED <br />STUCCO <br />BAND <br />A/C UNIT <br />AND PAD <br />1 ST FLOOR FF�— <br />GRADE LINE <br />3AREAR ELEVATION A <br />— 1 -0 <br />8" TRUSS <br />ELEV AT 18'4" <br />T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />Iffm <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT 0'-0" _ <br />1ST FLOOR FF — <br />8" TRUSS HEEL <br />ELEV AT 18'-0" <br />T.O.P. <br />1'-0" <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />12'-0" <br />7/8" STUCCO <br />OVER FRAME <br />CONTROL JOINT — <br />MID WALL <br />WEEP SCREED <br />GRADE LINE <br />NRIGHT ELEVATION A <br />1 /8to = 1'-011 <br />12 <br />51 <br />16-8" <br />7/8" STUCCO J <br />OVER FRAME <br />CONTROL JOINT--," CONTROL JOINT <br />ELEV AT 8'-8" — — — — — — — — — — <br />T.O.M. <br />A/C UNIT 2'4. MID WALL <br />AND PAD (0 WEEP SCREED <br />M1ELEV AT 0'-0" Wx <br />1ST FLOOR FF <br />12 <br />15 <br />mm� <br />o'ilmig�il <br />5/8" STUCCO <br />OVER <br />MASONRY <br />I- <br />18'-8" _ <br />0-- <br />00 O W <br />' N = <br />t+ <br />z <br />GRADE LINE <br />LEFT ELEVATION A <br />1 /8" = 1'-0" <br />16'-8" <br />5/8" STUCCO <br />OVER - <br />�MASONRY <br />-4" STUCCO <br />BAND <br />-6" STUCCO <br />BAND <br />-WEEP <br />SCREED <br />4" STUCCO <br />BAND <br />5/8" <br />STUCCO <br />OVER <br />MASONRY <br />6-11" T-4" <br />SLOPE <br />OCT Z 8 2022 <br />'-RA <br />Virtual Review Assist. Inc. <br />Plans Review completed and appl <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />15'-9" <br />0 <br />N <br />0 <br />Z I <br />g SLOPE <br />5:12 <br />12 <br />—15 <br />io 2-4- <br />-0 AND P DI <br />I <br />_ ® I I <br />I <br />17'-0" RIDGE <br />VENT <br />COPE SLOPE <br />I 5.12 5.12 I <br />I <br />I <br />— — — — — — — — — — — — <br />I <br />6" <br />SLOPE SLOPE <br />< 5:12 5'.12 0 <br />LO <br />T-0" RIDGE <br />VENT <br />1-0 SLOPE SLOPE <br />2'-0" 2' <br />8 -1 5/8 �5:12 5:1� I <br />a I - <br />O <br />�0, y :j: <br />— — 6" SLOPE <br />5:12 <br />3'-0" 16-6" ::113'-0 <br />41 or <br />1 ROOF PLAN A <br />1 /8 — 1 -0 <br />0 <br />N <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 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. / 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 PGRTION 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 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 />..Y1.l�»� <br />> <br />N <br />o <br />y <br />\,` <br />00 <br />00 <br />s: J <br />M'�• <br />a�,. <br />00 <br />A, <br />Q <br />'.:;' <br />r���.,,, <br />`b� <br />`Z <br />o <br />W <br />z <br />Nn, <br />4) NL� E <br />c10a <br />W <br />L <br />0 0 a <br />vi <br />ff,, <br />V �� M <br />j o 2 8 <br />OMS RQ <br />�6� <br />• N <br />)< <br />LLJ Q N c <br />o E <br />s`. 2 <br />a <br />W <br />❑w wOt- <br />wl-~ �7< Z <br />W W <br />LLLL Q U <br />< <br />QOJU)O�Q'u)LLU0LJO <br />=ao zof ozm� <br />0 <br />�_ <br />U' 0 0 <br />acne QZO�OOmZ❑ZZ <br />u5WQ_ cnwwLuv5LLx¢Ow <br />�QQOw �?wZOwUDa <br />U <br />0 <br />O Z <br />(A L� <br />a0W o�? o Z�Q <br />Q <br />U-Q <br />O eau- <br />O <br />Z N <br />0� <br />C) F_ M O <br />Q(nMLf <br />U) ti <br />z <br />W LO <br />I-aa- M <br />„Q}QDO <br />I <br />UI- <br />z� <br />W <br />w0 <br />J O <br />A <br />N <br />N <br />O <br />N <br />N <br />11 <br />0 <br />0 <br />00 <br />0 <br />r <br />ao <br />r <br />0 <br />N <br />0 <br />N <br />o <br />N <br />r <br />N <br />r <br />N <br />O <br />o <br />(V <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 />N <br />O <br />L6 <br />a0 <br />O <br />A <br />-, <br />N <br />6M <br />M <br />w <br />O <br />c <br />� <br />v <br />0 <br />, <br />0 <br />o <br />o <br />r <br />o <br />r <br />" <br />0 <br />cfl <br />0 <br />Z <br />N� <br />u <br />>rN��u;(0� <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />L <br />Cr <br />MO <br />Z z <br />_ <br />w <br />owe <br />V > <br />�--+ <br />0) <br />_Uo-� <br />~ <br />0 <br />-0 <br />0- <br />ZWF--`C <br />H� <br />W:)Q <br />N M Z <br />N <br />r=n <br />V <br />Z j III <br />Z' <br />co <br />Ix <br />z0 <br />M <br />cou_ <br />W N <br />� <br />_j Z <br />c) <br />< <br />U�Z(0 <br />Z <br />Q p <br />f <br />z <br />.� <br />OU� <br />o <br />W <br />Q <br />Z <br />Z <br />W <br />W <br />J <br />N <br />W <br />LAST PLOT DATE <br />Aug. 8, 22 <br />z �O <br />EXTERIOR <br />J <br />ELEVATIONS <br />A & <br />ROOF PLAN <br />