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12 ROOF FINISH PER <br />15 <br />ELEVATION <br />ROOF SHEATHING V-4" <br />MANUFACTURED 1 1'-21, 1 <br />ROOF TRUSS <br />METAL DRIP EDGE co <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM Ell <br />NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT S OHSTUCCO <br />SQ COLUMN, <br />ATTACHMENT DETAIL FINISH STUCCO <br />A6SOFFI DETAIL <br />31-011 <br />1 <br />ROOF FINISH PER z° r <br />125 ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM STUCCO BAND -- <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 />3/4 1 0 <br />PROVIDE FILLED SOLID CMU ABOVE <br />LINTEL TO TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLES <br />211 <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 13/A5 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ROOF SHEATHING <br />ELEV <br />STUCCO DETAIL - 12 - - T O MAT 8'-0" <br />8 3/411 = 11 <br />-011 -75 METAL DRIP <br />EDGE <br />(S) A23 <br />2X4 FASCIA <br />1-1/2" THK 7" ALUMINIUM <br />-I 2'-011 WRAP <br />(S) A23 ALUMINUM <br />SOFFIT <br />°O PT 2X4 LEDGER ATTACHED TO <br />WALL W/ 3/16" TAPCONS W/ <br />3„ MIN 2-1/2" EMBEDMENT 6" O.C. <br />BTM AT 7'-6" <br />2" 2" <br />12 SOFFIT DETAIL <br />3/4I- 11-011 <br />9 STUCCO DETAIL <br />3/411-1-0, <br />6„ PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />111 4 1„ " STAGGERED <br />CV <br />CV (V o 0 0 <br />0 0 <br />Cl ao 0 00 <br />EPS O„ 1,_011 11_011 1_011 11_O <br />iv FOAM cv U <br />BRACKET DETAIL LEDGER DETAIL <br />10 11l _ 11_011 13 3/411 _ 11_011 <br />1 1�n SHINGLE <br />6" S( <br />7/8" S' <br />6" E <br />PLASTER <br />16" X <br />CE <br />PLASTER <br />DRIP CASING <br />AT BOTT <br />STUCCC <br />5/8" STUC <br />FRONT ELEVATION A <br />1 /411 = 11-011 <br />12 <br />15 <br />Z_ <br />7/8" STUCCO <br />ON FRAME N W CONTROL 5 <br />JOINT <br />MID -WALL <br />WEEP <br />SCREED- <br />5/8" STUCCO F- <br />ON CMU - - - <br />GRADE LINE <br />REAR ELEVATION A <br />1 /811 = 11-011 <br />IN <br />12'-0" 13'-8" <br />CASING BEAD W/ 2-1- <br />WEEP HOLES o w <br />5r OVER FLASHING 12 CONTROL <br />= -'�'t <br />0 JOINT <br />(V <br />A5.A - - - - - - MID -WALL <br />EP <br />SCREEDE <br />I � � <br />I I <br />GRADE LINE <br />ARIGHT ELEVATION An. <br />1 /811 = 1 1_011 <br />C <br />12 <br />5I, <br />12'-0" <br />z= <br />�O <br />CONTROL q W <br />_ JOINT <br />12 <br />5� - - -- -- <br />A/C UNIT 2'-0 ;,-/ <br />AND PAD io <br />I <br />18'-0" <br />M <br />LEFT ELEVATION A <br />1 /811 = 1 1-011 <br />M <br />7 CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING <br />ELEV AT 18'-0" <br />T.O.P. <br />1 '-011 <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 />12 <br />� 15 <br />12'-0" <br />CONTROL <br />JOINT <br />- 1 <br />5/8" STUCCC <br />ON CMU <br />CONTROL <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 />STUCCO <br />�7/8" <br />ON FRAME <br />ELEV AT 18'-0" <br />T.O.P. <br />11_OI <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />2 <br />ELEV AT 8'-8" <br />T.O. M. <br />21-011 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'-011 ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />--5/8" STUCCO <br />ON CMU <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />ELEV AT 18'-0" <br />T.O.P. <br />SING BEAD W/ <br />WEEP HOLES <br />ER FLASHING <br />ELEV AT 10'-0" <br />/ 2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />11 <br />A5.A <br />ELEV AT 0'-0" <br />1ST FL70R FF <br />71 011 71 All A ^1 f111 <br />O)l/�ROF PLAN A <br />8 <br />— 1 -0 <br />0 <br />r <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 PLATER) <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 />JUN 2 7 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th E Ition <br />by Debra Anne Klahr PX2300 <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 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 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 TRACEABILITY TO MANUFACTURER AND PRODUCT <br />M <br />N <br />O <br />N <br />00 <br />L0 <br />00 <br />LO <br />u <br />hb= <br />a one t r <br />s <br />a <br />a a <br />�, • AR00I5U e <br />0 <br />p <br />W <br />z <br />4 <br />to Q) LO F <br />0 ou <br />W iL o <br />N 7 <br />j_ c-, <br />to V O 2 u P <br />s <br />Z) O U <br />S <br />�N w O^ N <br />W L s= 00 <br />W <br />('W <br />t <br />OO LLUi W <br />W~¢w2-' w�YzI�- <br />� z <br />OQ�0OptiU0 <br />QQ <br />F <br /><=U_-low 0'Z0-jF= <br />On'OzO%00MzzU <br />Uj <br />00�CL>WzWWw <br />z <br />0zYpzOa� <br />IL <br />g �L< <br />-Ia<o <br />LIJ <br />¢Q o 0 oz <br />O <br />O <br />N <br />Ow <br />aU"U') <br />CD <br />2 Ln <br />LL <br />Q V <br />z <br />Q 0o <br />I— <br />� <br />W <br />W <br />J <br />� <br />l0 <br />J <br />N <br />N <br />N <br />0 <br />0 <br />0 <br />o-r-- <br />A <br />4 <br />T- <br />N <br />O <br />N <br />O <br />N <br />0 <br />O <br />O <br />O <br />O <br />c6 <br />6 <br />CD <br />r- <br />o0 <br />r- <br />0 <br />T- <br />0 <br />N <br />0 <br />0 <br />0 <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 />N <br />d� <br />OO <br />O <br />Op <br />(V <br />A <br />4 <br />0 <br />0 <br />O <br />'O <br />O <br />O <br />O <br />O <br />N <br />O <br />C)r■ <br />o <br />Cv <br />00 <br />LO <br />Cr <br />M W <br />Z Z <br />— z 0 <br />UH_ <br />O <br />Q <br />vo�o <br />�Q <br />Oa=Q <br />Z. <br />zw <br />-p <br />�. <br />0Z <br />=nI <br />= <br />- z <br />1 <br />v <br />Z �: J <br />Q <br />>-nzWr-I <br />z z <br />W <br />O�2z <br />>— CDQ <br />yM� <br />W., <br />VLOzz <br />IL <br />z rl. <br />�<0 <br />• <br />�c <br />z <br />g <br />U <br />" <br />�- <br />O O <br />CK <br />Z <br />Q <br />z <br />W <br />W <br />J <br />M <br />N <br />W �} <br />V <br />O <br />N <br />LAST PLOT DATE <br />May. 8, 23 <br />Z O <br />EXTERIOR <br />ELEVATIONS & <br />-- <br />ROOF PLAN <br />A <br />