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12 ROOF FINISH PER <br />125 ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <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 />3/411- 11-011 <br />ROOF FINISH PER <br />12 ELEVATION <br />15 <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />o 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 />SOFFIT DETAIL <br />7 <br />3/411- 11-011 <br />6" <br />4„ 1 "I "i <br />(V N <br />o o <br />EPS <br />iv FOAM Z� <br />BRACKET DETAIL <br />8 <br />If-1-0 11 <br />1 <br />5" <br />CV fV <br />o= o00 <br />EPS <br />i-4 FOAM N <br />BRACKET DETAIL <br />9 <br />91 <br />1 -1-0 <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 8'-8" <br />12 T.O.M. <br />15 METAL DRIP <br />EDGE <br />(S) A23 <br />2X4 FASCIA <br />ALUMINIUM <br />., 2,-0„ WRAP <br />A23 ALUMINUM <br />SOFFIT <br />��(S) <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 />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 0 <br />I <br />I <br />LEDGER DETAIL <br />11 <br />3/411- 19-011 <br />8 <br />i <br />— CASING BEAD W/ <br />WEEP HOLES OVER <br />FLASHING <br />SHINGLE <br />/-- ROOF <br />12 <br />15 <br />6" X 1"THK <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"THK <br />CEMENT <br />PLASTER BAND <br />5/8" STUCCO ON <br />CMU <br />IF <br />1'-3" <br />CONTROL <br />JOINTS <br /><h <br />z= <br />zO <br />o W <br />N = <br />9 <br />MID -WALL <br />WEEP SCREED <br />CONTROL <br />JOINTS <br />ASSUMED GRADE <br />FRONT ELEVATION B <br />1 /411 = 1'-011 <br />12 �C` �5 5 <br />Z= M <br />7/8" STUCCO - w j�_ 10 <br />ON FRAME N = CONTROL 5 <br />JOINT <br />MID -WALL <br />WEEP <br />SCREED <br />v <br />5/8" STUCCO — <br />ON CMU - <br />CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING <br />ELEV AT 18'-0" A <br />T.O.P. <br />1'-0" <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O. M. <br />A/C UNIT <br />AND PAD <br />m <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />�-GRADE LINE <br />3 REAR ELEVATION B <br />1/811= 11-011 <br />12 6 <br />15 5.B <br />1 <br />7/8" STUCCO <br />ON FRAME <br />HIMCASING <br />ELEV AT 18'-0"Ai <br />BEAD W/ <br />T.O.P. <br />WEEP HOLES <br />7 <br />12'-0" <br />13'-8" <br />12'-0" <br />1'-0" <br />OVER FLASHING <br />5.6 <br />z <br />= <br />ih <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />CONTROL <br />= <br />CONTROL <br />JOINT <br />`" <br />JOINT <br />_ <br />_ <br />_ <br />_ <br />12 <br />ELEV AT 8'-8" <br />MID -WALL <br />WEEP <br />T.O.M. <br />SCREED <br />2 -0 <br />A/C UNIT <br />AND PAD <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE <br />5/8" STUCCO <br />ON CMU <br />RIGELEVATION B1 <br />4 <br />�-l <br />/8 -0 <br />6 <br />5.B <br />5 2 <br />7/8" STUCCO <br />ON FRAME <br />ELEV AT 18'-0" <br />T.O.P. <br />12'-0" <br />18' 00 <br />12'-4" <br />= <br />T <br />Ll <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />CONTROL <br />o = <br />CONTROL <br />JOINT <br />JOINT <br />_ <br />_ <br />_ <br />ELEV AT 8'-8" <br />5 <br />- <br />MID -WALL <br />T.O.M. <br />WEEP <br />A/C UNIT 2'-0" <br />SCREED <br />AND PAD <br />5/8" STUCCO <br />ON CMU <br />® <br />_ <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE <br />LEFT ELEVATION B <br />5 <br />1 /8 — 1 -0 <br />ELEV AT 18'-0" <br />T.O.P. <br />-- -- <br />7/8" 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 0'-0" <br />1ST FLOOR FF <br />3'-8" L 7'-4" <br />19'-0" <br />1' <br />SLOPE 5:T2J <br />N <br />ON <br />c u;(VENT <br />4'-0" OFF <br />RIDGE <br />ROOF <br />SLOPE SLOPE <br />�5:12 5:12� <br />I <br />SLOPE <br />I �5:12 <br />- I <br />Zo <br />L---- <br />W <br />a <br />ON <br />SLOP <br />5:12 ---- <br />SLOP <br />5:12_ co <br />1 ROOF PLAN B <br />1/ = 11-011 <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 />OCT 2 8 2022 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edit, <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 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 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 />N <br />N <br />0 <br />N <br />LO <br />LO <br />00 <br />LID <br />5w <br />c> <br />G= <br />O <br />g <br />W <br />z <br />E <br />M o <br />W <br />L '00 <br />M di <br />M' <br />L <br />co <br />V -0 -u a�, <br />W E y = o <br />o <br />u <br />Oro �Q <br />U�° <br />—r <br />.N <br />}< <br />W Q� N <br />a <br />i o E <br />W <br />ow Wow <br />WQ~¢ YZaf <br />W�W <br />QQ U <br />Ir0� <br />O�WO�WWLLUOOJO <br />0�z,LL2z22❑H¢ <br />00 <br />OZO00mz¢ <br />On��Z <br />WWMWW�WM<0WJ <br />U) O z <br />�z <br />�Z <br />OWH_jwgY� <br />wWWw� <br />QQ¢p2U <br />Oza O ¢LLLL <br />O <br />O <br />N <br />z w <br />� U N <br />H k O <br />zU)Q <br />V M LLn <br />� U-) L 1_ <br />Ln <br />d ceii <br />Q Q O <br />z � � <br />W <br />W <br />J� <br />�o <br />N <br />N <br />O <br />N <br />0 <br />N <br />0 <br />O <br />o6 <br />O <br />c <br />- <br />� <br />ao <br />� <br />00 <br />V- <br />o <br />N <br />O <br />O <br />NO <br />N <br />CD <br />N <br />O <br />N <br />CD <br />N <br />O <br />O <br />N <br />O <br />N <br />N <br />N <br />O <br />N <br />M <br />N <br />O� <br />O <br />O <br />00 <br />O, <br />0 <br />0 <br />0 <br />0 <br />N <br />o <br />OO <br />Cn <br />N� <br />L <br />> <br />� <br />0 <br />N <br />0 <br />M <br />0 <br />0 <br />lf') <br />0 <br />CO <br />0 <br />1,- <br />L <br />COco <br />Z Z <br />O <br />w <br />J <br />W <br />o ) <br />Wr>_ <br />ate-+ <br />O <br />Q <br />) <br />Z) <br />� Q <br />F <br />~WW2 <br />Z <br />ZW~� <br />W <br />~MOZ <br />Z) <br />= <br />H = Z <br />Z j J <br />> <br />Q <br />2 <br />>'�z <br />w <br />_ <br />z z <br />� <br />LU <br />OJgz <br />O <br />Q <br />UU)Z <br />W <br />z <br />g <br />O"� <br />MM0 <br />00 <br />Z <br />¢ <br />Z <br />z <br />W <br />J <br />Uj <br />c) <br />p <br />� <br />LAST PLOT DATE <br />Jul. 15, 22 <br />z■ <br />EXTERIOR <br />J <br />ELEVATIONS & <br />ROOF PLAN B <br />