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ROOF FINISH <br />PER ELEVATION <br />12 ROOF SHEATHING <br />�5 <br />MANUFACTURED <br />ROOF TRUSS <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL S1701 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />SOFFIT DETAIL <br />6 <br />3/4 - <br />- <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />12 <br />5 MANUFACTURED <br />ROOFTRUSS <br />' MTL DRIP EDGE <br />ro: <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />SOFFIT DETAIL <br />2713/4 <br />- <br />- <br />CV <br />o cm <br />N N <br />N <br />2" 2" <br />FALSE FOAM LOUVER DETAIL TYP <br />8 <br />11-091 <br />6" <br />1 <br />1 <br />4" 4" <br />N <br />N <br />o bo <br />o bo <br />r <br />EPS <br />i� <br />FOAM iv <br />BRACKET DETAIL <br />9 <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)H10A-2 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ELEV AT 8'-0" <br />12 T.O.M. <br />—ROOF SHEATHING <br />(S)A23 <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />•'> 2'-0" ALUMINUM WRAP <br />(S) A23 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 />3/41- 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 />0 0 0 <br />0 0 <br />8" 1'-0" 1'4" 1'-0" 1'-0" <br />LEDGER DETAIL <br />11 <br />'- ' <br />3/4" — <br />8" TRUSS HEEL <br />CASING BEAD WITH <br />WEEP SCREED OVER <br />FLASHING <br />ELEV AT 10'-0" <br />ELEV AT 8'-8" <br />T.O.M. <br />WEEP SCREED <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />SHINGLE <br />ROOF <br />Q2FRONTS ELEVATION B <br />1 /4 - 1 -0 <br />8" TRUSS HEEL <br />ELEV AT 18'-0" _ <br />T.O.P. 1'-071 <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />MID WALL <br />WEEP SCREED <br />5/8" STUCCO <br />OVER <br />MASONRY <br />ELEV AT 0'-0" <br />12 <br />5( <br />7/8" STUCCO J <br />OVER FRAME <br />CONTROL JOINT <br />� o <br />1 ST FLOOR FF <br />GRADE LINE <br />3AREAR ELEVATION B <br />- 1 -0 <br />A/C UNIT <br />AND PAD <br />FLOOR Illmlr 1=1 <br />■mnm��l <br />ELEV AT <br />8'-8" <br />I�Im11,�11m11 <br />12'-0" <br />7/8" STUCCO - <br />�_OVER FRAME <br />:ONTROL JOINT <br />1'-0" MID WALL <br />WEEP SCI <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />GRADE LINE <br />ARIGHT ELEVATION B <br />8" TRUSS HEEL <br />ELEV AT 18'-0" <br />"- <br />T.O.P. <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 />ELEV AT 0'-0" <br />1ST FLOOR FF <br />1 /811 = 1 1-011 <br />12 <br />51 _w <br />7/8" STUCCO J <br />OVER FRAME <br />CONTROL JOINT <br />3'-4" <br />ih <br />ti <br />5/8" STUCCOJ <br />OVER <br />MASONRY <br />18,4, 16'-8" <br />o W <br />CV = <br />Z <br />- CONTROL JOINT - <br />21-0" MID WALL 5/8" STUCCO <br />WEEP SCREED - OVER <br />C° d MASONRY d <br />GRADE LINE <br />CLEFT ELEVATION B <br />1 /8" = 1'-0" <br />4" STUCCO <br />BAND <br />WEEP <br />SCREED <br />,_01, <br />4" STUCCO <br />BAND <br />5/8" <br />STUCCO <br />OVER <br />MASONRY <br />12 <br />1, 15 <br />6'-11" 1. 7'-4" <br />T 1'-0" <br />12'-0" <br />o W <br />C, = <br />z <br />12 <br />�5 <br />�22'-0" A/C UNIT <br />15'-9" <br />Zo AND PAD <br />I <br />r ® <br />I <br />T-0" RIDGE <br />VENT <br />SLOPE <br />SLOPE <br />7 <br />5.B <br />I <br />10'-0" RIDGE <br />_ <br />I <br />VENT <br />------------ <br />SLOPE <br />� <br />SLOPE a <br />5:12 <br />5:12 O <br />6'-0" RIDGE <br />VENT <br />6 <br />SLOPE <br />�5:12 <br />SLOPE <br />5� <br />ROOF PLAN B <br />1 /8" = 1'-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 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 />�71 <br />Virtual Review Assist, <br />Plans Review completed and <br />ROOF GENERAL NOTES: l <br />by Debra Anne Klahr X <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 7TH EDITION (2020) 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 =1197 SQ IN <br />ATTIC AREA 2 = 445 SQ FT <br />N VENTILATION REQUIRED = 214 SQ IN <br />i VENTILATION PROVIDED AT RIDGE = 108 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =425 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 TH� 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 />N <br />LO <br />- rut <br />ALO <br />00 <br />LCi <br />4 <br />4 Z <br />v <br />LU <br />O <br />o <br />I <br />w <br />0 <br />Z <br />Q <br />to <br />/11 <br />n' 0 LO & E <br />i L "0O <br />`OD v <br />+- N M <br />(n <br />V n U it <br />0 <br />�•� <br />;? o <br />OLL� ° Q <br />to <br />w O <br />QN <br />o E <br />.9) <br />.a m <br />W <br />WQO2__'<p��0gLLU00 <br />Dui wpm <br />g <br />--¢ nf�-r wLLzw Z <br />Q Q <br />OZ200_j <br />� Q <br />O�V5wwpWofaQ00 Up � <br />�n <br />Z <br />wa zYOz <br />wOZwOwU0QLL �- 2�Ua <br />0W im ZQQQ9 <br />LL ¢ O LL <br />O <br />Z W <br />O <br />U) ti <br />CM O <br />Q � M Lq <br />W <br />M <br />0000 <br />z' 7 <br />W <br />J O <br />Ad <br />O <br />CD <br />7th Edifinn <br />300 <br />N <br />0 <br />Cy) <br />0 <br />CO <br />0 <br />N <br />N, <br />N <br />I`: <br />N <br />i <br />r- <br />CD <br />N, <br />O� <br />N <br />O <br />O <br />O� <br />00 <br />(M.; <br />M <br />` ' <br />(0 <br />00'" <br />N <br />O <br />O <br />c- <br />0 <br />�- <br />0 <br />N <br />O <br />N <br />CD, <br />N� <br />CDo <br />N <br />N <br />0 <br />N <br />N <br />N <br />LO <br />0') <br />N <br />00 <br />O. <br />6 <br />— <br />00 <br />O <br />M <br />� <br />N <br />-, <br />O <br />CO <br />m <br />® <br />i✓ <br />4 <br />O <br />, <br />O <br />to <br />O <br />o <br />�- <br />o <br />�- <br />CDO <br />o <br />N L <br />? <br />o <br />�1 <br />o <br />C-41 <br />O <br />CO I <br />o <br />d' I <br />O <br />LO <br />O <br />1 O <br />O <br />ti <br />LO <br />Cr <br />CO <br />z Z <br />ZO <br />_ <br />Ow -� <br />W <br />owv) <br />� I-'- <br />0 <br />Uo-o <br />�O <br />a <br />a <br />I- <br />t� <br />0 <br />Z0—T_ <br />Z <br />~MOZ <br />� <br />I— = Z <br />CV <br />(= <br />vz�J <br />} n <br />MZ <br />M <br />CLZZw <br />W <br />W N <br />< <br />O <br />ULZZ <br />-5 Z <br />0 <br />Z <br />Z <br />�QZ0 <br />CU <br />�L <br />OU <br />O <br />a <br />W <br />� <br />Z <br />a <br />Z <br />W <br />W <br />J <br />W <br />M <br />N <br />0 <br />N <br />LAST PLOT DATE <br />May. 8, 23 <br />Z O <br />EXTERIOR <br />ELEVATIONS B & <br />aaaaaJ <br />ROOF PLAN <br />