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12 ROOF FINISH PER <br />15 <br />ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />METAL DRIP EDGE i0 <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />1 -0 <br />ALUMINUM <br />NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT 12" SQ CMU COLUMN, <br />DETAIL SF01 SHEET SS FOR SOFFIT SMOOTH STUCCO <br />ATTACHMENT DETAIL —FINISH <br />6 SOFFIT DETAIL <br />34 1 0 <br />'� 00 <br />ROOF FINISH PER CD <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 STUCCO BAND <br />i <br />SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />7 SOFFIT DETAIL <br />3/4 — 1 -011 <br />11 COLUMN DETAIL <br />3L/4 1 0, <br />PROVIDE FILLED SOLID CMU ABOVE <br />LINTEL TO TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLES <br />2" PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />I (S) H10A-2 STAGGERED, SEE DETAIL 13/A5 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ROOF SHEATHING <br />ELEV AT <br />STUCCO DETAIL - 12 - - - T.O.M. <br />8 3/411 = 1'-011 META <br />5 EDGEL DRIP <br />(S) A23 <br />2X4 FASCIA <br />1-1/2" THK 7" ALUMINIUM <br />2'-0" WRAP <br />•a ALUMINUM <br />_T . (S) A23 SOFFIT <br />00 PT 2X4 LEDGER ATTACHED TO <br />WALL W/ 3/16" TAPCONS W/ <br />777777 3„ MIN 2-1/2" EMBEDMENT 6" O.C. <br />BTM AT 7'-6" <br />2" 42" <br />12 SOFFIT DETAIL <br />3/4" = 1'-0" <br />9 STUCCO DETAIL <br />3/4 — 11-011 <br />PT 2X8 LEDGER ATTACHED TO WALL <br />6{{ <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />1{{ 4 1„ L - STAGGERED <br />I � N <br />N CV o 0 0 <br />" o <br />O 00 O 0 <br />EPS <br />iv FOAM <br />10 BRACKET DETAIL 13 LEDGER DETAIL <br />1 = 1 -0 3/411= 11-011 <br />�c� SHINGLE <br />6" SC <br />7/8" S <br />6" X <br />CE <br />PLASTEF <br />16" X <br />CE <br />PLASTEF <br />DRIP CASING <br />AT BOTT <br />STUCCC <br />5/8" STUC <br />FRONT ELEVATION A <br />1 /4" = 1'-011 <br />12 <br />15 <br />Z I- - <br />7/8" STUCCO - <br />ON FRAME N = CONTROL 5 <br />JOINT <br />MID -WALL <br />WEEP <br />SCREED - - <br />5/8" STUCCO n '� <br />ON CMU - - - - <br />GRADE LINE <br />REAR ELEVATION A <br />CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING <br />1 /811 = 1'-011 <br />� SGKttU <br />I � <br />I I <br />GRADE LINE <br />ARIGHT ELEVATION A <br />1 /811 = 1'-091 <br />12 <br />51 _e <br />1'-0"J 12'-0" <br />Z 2 <br />�O <br />CONTROL o w <br />_ JOINT <br />12 <br />5� - - - — <br />A/C UNIT J <br />AND PAD? 0 - <br />io <br />18'-0" <br />CM <br />4 f_ <br />LEFT ELEVATION A <br />1 /811 = 1'-011 <br />51 <br />% CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING <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 />USS <br />A/C UNIT <br />AND PAD <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />5/8" STUCCO <br />ON CMU <br />CONTROL <br />_ <br />JOINT _ <br />MID -WALL <br />WEEP <br />12'-0" <br />SCREED <br />DRIP CASING BEAD----' <br />AT BOTTOM OF <br />STUCCO BAND <br />GRADE LINE <br />7/8" STUCCO <br />ON FRAME <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />ELEV AT 8'-8" <br />T.O.M. <br />.A/C UNIT <br />AND PAD <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />7/8" STUCCO <br />ON FRAME <br />ELEV AT 18'-0" <br />�- T.O.P. <br />2'-0" ELEV AT 10'-0" <br />2ND FLOOR FF <br />_ ELEV AT 8'-8" <br />�— T.O.M. <br />STUCCO <br />ON CMIJ <br />_ ELEV AT 0'-0" <br />1 ST FLOOR FF <br />ELEV AT 18'-0" <br />T.O.P. <br />, <br />31NG BEAD W/ <br />WEEP HOLES <br />'ER FLASHING <br />ELEV AT 10'-0" <br />/ 2ND FLOOR FF V <br />ELEV AT 8'-8" <br />T.O. M. <br />11 <br />A5.A <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />3'-8" 1. 7'-4" <br />SLOPE 5:12 <br />SLOPE <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 />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 EXISTINGSTRUCTURES) <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 />MAR 2 5 2023 GENERAL FINISH NOTES: <br />APPLICATION OF STUCCO (EXTERIOR PLASTER) <br />M ST BE IN ACCORDANCE WITH FBC R703.7, <br />STM 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 />Virtual Review Assist, IncV <br />Plans Review completed and approved <br />for compliance with the 2020 FDC 7th Edition <br />by Debra Anne Klahr PX2300 <br />19'-0" <br />N— — — — — — — — <br />o <br />dT 4'-0" OFF <br />ON RIDGE <br />U) �6 ROOF <br />VENT <br />w <br />0- <br />0 C-4 <br />J <br />SLOPE SLOPE <br />�5:12 5:12� <br />o <br />1'-0" <br />1 ROOF PLAN A <br />1 /8 - 1 -011 <br />SLOPE-4 <br />5:12 <br />SLOPE 5:12 <br />6" <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 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 = 276 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 11300 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 />N <br />0 <br />N <br />�y <br />04 <br />04 <br />CPS <br />LO <br />fv <br />w <br />z �,✓ <br />0 <br />° <br />2 <br />W <br />0 <br />z <br />L <br />^N, N <br />2 <br />(D L N U <br />M <br />N M <br />m .� <br />N V 0- u a <br />W ` L m <br />o <br />� 0o ` <br />0 <br />rn;� pLLo 8 Q <br />U �o N Q <br />QN <br />* V! 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