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12 ROOF FINISH PER <br />ELEVATION <br />15 <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />1 -0 ALUMINIUM WRAP <br />ALUMINUM <br />NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />SOFFIT DETAIL - 8" TRUSS HEEL <br />6 <br />- 1 -0 <br />ROOF FINISH PER <br />12 ELEVATION <br />15 <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />DETAIL <br />A7SOFFIT <br />3/411- 11-011 <br />6" <br />1" 4, 1X. <br />&4 CV <br />0 00 0 <br />;EPS <br />L-�Ncz <br />c� FOAM <br />BRACKET DETAIL <br />8 <br />11 <br />1it-1-0 <br />e. 5" <br />N N <br />o00 o00 <br />P �- <br />EPS <br />Z,4 FOAM iv <br />BRACKET DETAIL <br />9 <br />PROVIDE FILLED SOLID CMU ABOVE <br />LINTEL TO TIE BEAM <br />FLASHING <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />(S) H10A-2 STAGGERED, SEE DETAIL 11/A5 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ROOF SHEATHING <br />ELEV AT <br />12 T.O.M. <br />METAL DRIP <br />EDGE <br />(S) A23 <br />° 2X4 FASCIA <br />ALUMINIUM <br />•, 2 -0„ WRAP <br />(S) A23 ALUMINUM <br />SOFFIT <br />PT 2X4 LEDGER ATTACHED TO <br />WALL W/ 3/16" TAPCONS W/ <br />MIN 2-1/2" EMBEDMENT 6" O.C. <br />BTM AT T-6" <br />SOFFIT DETAIL <br />10 <br />3/411= 11-011 <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />N <br />o a o <br />o 0 <br />8" <br />V-0" <br />1'-0" <br />114" <br />1'-0" <br />LEDGER DETAIL <br />11 <br />3/411= 1'-0" <br />ELEV AT 18'-0" <br />T.O.P. <br />3/4" STUCCO ---� <br />ON FRAME <br />CASING BEAD W/ <br />WEEP HOLES OVER <br />FLASHING <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT U-0" _ <br />1ST FLOOR FF <br />CASING BEAD W/ — <br />WEEP HOLES OVER <br />FLASHING <br />SHINGLE <br />ROOF <br />12 <br />LL\ 5 L I <br />WEEP <br />SCREED% <br />ASSUMED GRADE <br />FRONT ELEVATION B <br />1 /411 = 1 1_011 <br />CONTROL <br />JOINTS- <br />M <br />�U <br />o W <br />N 2 <br />B <br />CONTROL <br />JOINTS <br />J <br />3 <br />n <br />-11► <br />INININININININI <br />INININININININI <br />INININININININI <br />: <br />, <br />Imimimimimimimimi <br />0 12 1 <br />CASING BEAD W/ 5•B 5� <br />WEEP HOLES <br />OVER FLASHING <br />ELEV AT 18'-0" r <br />T.O.P. <br />ELEV AT 10'-0" M Z = <br />2ND FLOOR AV10 CONTROL ~ " w 7/8" STUCCO <br />5.B JOINT N = ON FRAME <br />ELEV AT 8'-8" <br />T.O.M. <br />WEEP <br />A/C UNIT SCREED <br />AND PAD - - <br />i� 5/8" STUCCO <br />ON CMU <br />ELEV AT 0'-0" _ <br />1ST FLOOR FF <br />GRADE LINE <br />REAR ELEVATION B <br />1 /8" = 1'-011 <br />7/8" STUCCO <br />ON FRAME <br />ELEV AT 18'-0" _ <br />T.O.P. <br />ELEV AT 1 U-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />5 <br />12'-4" 18'-0" 12'-0" <br />M z= <br />0 <br />CONTROL q = CONTROL <br />JOINT ----� _ _ _ JOINT _ <br />\—WEEP <br />SCREED <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />GRADE LINE - <br />RIGHT ELEVATION B <br />1 /8„ = 1'-011 <br />7/8" STUCC <br />ON FRAME <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />ELEV AT 8'-8" <br />_ --5f <br />T.O.M. <br />E <br />A/C UNIT <br />AND PAD <br />2'_ <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />LEFT ELEVATION B <br />1 /811 = 1 '-011 <br />GRADE LINE <br />5/8" STUCCO <br />ON CMU <br />I in <br />15 <br />2'-0" A/C UNIT <br />AND PAD <br />�— 5/8" STUCCO <br />ON CMU <br />CASING BEAD V <br />WEEP HOLES <br />OVER FLASHIN( <br />7/8" STUCCO <br />ON FRAME <br />6" X 1 "TH K <br />CEMENT <br />PLASTER BAND <br />16" X 1 "THK <br />CEMENT <br />PLASTER <br />BAND <br />DRIP CASING BEAD <br />AT BOTTOM OF <br />STUCCO BAND <br />6" X 1 "TH K <br />CEMENT <br />PLASTER BAND <br />5/8" STUCCO ON <br />CMU <br />A n, f)" ' ' All ", 0" <br />ROOF PLAN B <br />1 /8„ = 1'-011 <br />1'-0" 'ff <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 />APR 0 0 2023 <br />Virtual Review Assist, Inc. <br />Ideas Review carnpieted and approved <br />to o pliance t'vitb the 2020 ERE 7tb Edition <br />by Debra Anne Falahr PX2.3 p <br />GENERAL NOTES: <br />* G.C. VERIFY ROOF PITCH <br />ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9112) <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 FBC 7TH EDITION (2020) SECTION R806 <br />FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ <br />NET SQ. INCH REQUIREMENT <br />ATTIC AREA = 1222 SQ FT <br />VENTILATION REQUIRED = 586.56 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 414 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =1008 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 TRACE ABILITY TO MANUFACTURER AND PRODUCT <br />M <br />N <br />0 <br />co <br />N <br />-- <br />C`') <br />Ln <br />a ' , <br />000 <br />LO <br />o= <br />' <br />'_ � <br />a <br />z <br />e <br />t <br />L sL i3t i9'@r <br />cwC <br />2 <br />.k'�➢ <br />O <br />0 <br />z <br />Ln` N <br />_W L U <br />tN h c <br />♦� M <br />fn V �m m rn <br />r. 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