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ROOF FINISH <br />PER ELEVATION <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 />A17ACHMENT DETAIL <br />SOFFIT DETAIL <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <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 />7 SOFFIT DETAIL <br />1 <br />N <br />\-211 2" <br />..�FALSE FOAM LOUVER DETAIL TYP <br />'--I A 1 " = i,-n,, <br />Er, <br />ED <br />M. <br />61�C O�L �U�M N D E TA I L <br />PROVIDE FILLED SOLID <br />CMU ABOVE LINTEL TO <br />TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLES <br />PT 2X8 LEDGER ATTACHED TO <br />WALL W/ 3/8" X 5" TITEN HD AT <br />12" O.C. STAGGERED <br />(S)H 1 OA-2 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ELEV AT 8'-0" <br />12 <br />T.O.M. <br />15 <br />ROOF SHEATHING <br />(S)A23 <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <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 6" O.C. <br />BTM AT 7'-6" <br />SOFFIT DETAIL <br />10 <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />04 <br />0 <br />11 � 8" 11 � 1 '4' 11 � 1 '4' <br />17LEDGER DETAIL <br />, IlAll = 1 -nil <br />1,-0,1 1� it -oil <br />5 <br />�-1 <br />11-01, <br />4" STUCCO <br />BAND <br />6" STUCCO <br />BAND — <br />WEEP <br />SCREED- <br />9 w <br />4" STUCCO <br />BAND <br />5/8" <br />STUCCO <br />OVER <br />MASONRY- <br />8 <br />A5 <br />7/8" <br />STUCCO <br />OVER t <br />FRAME <br />4" SCORED <br />STUCCO <br />BAND ---- C? <br />12 <br />5 F— <br />CASING BEAD 5 <br />WITH WEE ' P <br />HOLES OVER <br />FLASHING <br />ININININININ101 <br />FRONT ELEVATION A <br />1/411 = 1 1-011 <br />'--GRADE LINE <br />�E TION A <br />3 11 If = 1 1-011 <br />1/8 <br />T. 0. M. <br />MID WALL <br />WEEP SCREED <br />5/8" STUCCO <br />,---OVER <br />MASONRY <br />ELEV AT 0 _0. <br />18T FLOOR FF <br />H. <br />— — — — — — — — — — — - - - - -- <br />160-811 18'-8" T 161-81" <br />I? �-7/8" STUCCO <br />z F- OVER FRAME <br />CONTROL JOINT CONTROL JOINT <br />5/8" STUCCO <br />OVER MID WALL <br />MASONRY% WEEPSCREED <br />41d- <br />- — - — - — - — - — ----- <br />'\—GRADE LINE <br />0� F�V A �Tl 0 <br />11-011 <br />12 <br />51 <br />A/C U NIT <br />AND PAD <br />12 <br />t <br />12'-0" 13-4- 12'-0 <br />�-7/8" STUCCO <br />04 C? OVER FRAME% <br />z <br />CONTROL JOINT <br />ELEV AT 18'-0" <br />T.O.P. <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />2'-0" ,--A/C UNIT <br />AND PAD <br />ELEV AT V-01" <br />1ST FLOOR FF <br />SHINGLE <br />ROOF <br />ELEV AT 18'-0" <br />T. 0. P. <br />CASING BEAD <br />WITH WEEP HOLES <br />MEN OVER FLASHING <br />NO FA ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M.—'(F <br />ELEV AT Ol-0" <br />6 1 FLOOR FF <br />d ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'.0" <br />P2ND FLOOR FF <br />iq� <br />ELEV AT 8'.8" <br />T.O.M. <br />%/8" STUCCO <br />OVER MID WALL <br />MASONRY WEEP SCREED <br />ELEV AT 0-4- <br />'\—GRADE LINE 1ST FLOOR FF <br />LEFT ELEVATION A <br />If 1 1-011 <br />1/8 <br />CIJ <br />Of <br />9 <br />1 I-C <br />1 LAN -1 <br />1/8 1 -011 <br />MAR 0 4 2023 <br />Virtual Review Assist, Inc. <br />plans Revie%�i completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />FRONT ELEVATION A <br />1/411 = 1 1-011 <br />'--GRADE LINE <br />�E TION A <br />3 11 If = 1 1-011 <br />1/8 <br />T. 0. M. <br />MID WALL <br />WEEP SCREED <br />5/8" STUCCO <br />,---OVER <br />MASONRY <br />ELEV AT 0 _0. <br />18T FLOOR FF <br />H. <br />— — — — — — — — — — — - - - - -- <br />160-811 18'-8" T 161-81" <br />I? �-7/8" STUCCO <br />z F- OVER FRAME <br />CONTROL JOINT CONTROL JOINT <br />5/8" STUCCO <br />OVER MID WALL <br />MASONRY% WEEPSCREED <br />41d- <br />- — - — - — - — - — ----- <br />'\—GRADE LINE <br />0� F�V A �Tl 0 <br />11-011 <br />12 <br />51 <br />A/C U NIT <br />AND PAD <br />12 <br />t <br />12'-0" 13-4- 12'-0 <br />�-7/8" STUCCO <br />04 C? OVER FRAME% <br />z <br />CONTROL JOINT <br />ELEV AT 18'-0" <br />T.O.P. <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />2'-0" ,--A/C UNIT <br />AND PAD <br />ELEV AT V-01" <br />1ST FLOOR FF <br />SHINGLE <br />ROOF <br />ELEV AT 18'-0" <br />T. 0. P. <br />CASING BEAD <br />WITH WEEP HOLES <br />MEN OVER FLASHING <br />NO FA ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M.—'(F <br />ELEV AT Ol-0" <br />6 1 FLOOR FF <br />d ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'.0" <br />P2ND FLOOR FF <br />iq� <br />ELEV AT 8'.8" <br />T.O.M. <br />%/8" STUCCO <br />OVER MID WALL <br />MASONRY WEEP SCREED <br />ELEV AT 0-4- <br />'\—GRADE LINE 1ST FLOOR FF <br />LEFT ELEVATION A <br />If 1 1-011 <br />1/8 <br />CIJ <br />Of <br />9 <br />1 I-C <br />1 LAN -1 <br />1/8 1 -011 <br />MAR 0 4 2023 <br />Virtual Review Assist, Inc. <br />plans Revie%�i completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />9 <br />8--1 <br />2'-0" <br />9 <br />SLOPE <br />6" <br />5:12 <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 />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 5.9112) <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 6TH EDITION (2017) 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 SO 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 PORTION OF THE SPACE TO BE VENTILATED. UPPER <br />VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET A SURE <br />OF THVE <br />VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT 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 />� ALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) <br />VRIDGE <br />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 fN-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 TRACEABILITY TO MANUFACTURER AND PRODUCT <br />04 <br />04 <br />LO <br />1100 <br />0 <br />< <br />Lu <br />X�l <br />0 <br />Lu <br />Lf) <br />W Q) LO & E <br />> Q v 0 <br />08! u <br />4-- <br />M �� <br />CY) CR <br />:) g <br />0 01 <br />E <br />C: <br />U <br />Lu <br />00 E" <br />CO <br />CL -6 <br />uj uj <br />uj <br />Ld 0 <br />uj uj <br />Lu 0�- Z' 0.: z <br />0 <br />rj� (D <br />< < <br />50 WO 3: 00: 9) u- <br />0 Z u. Z 2 -j <br />x9oz owoomzz <br />W — — M <br />u- —j <br />00 1'— <br />= 0 <br />00 <br />0 z <br />a. 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