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V <br />ROOF FINISH <br />PER ELEVATION <br />12 ROOF SHEATHING <br />�5 <br />MANUFACTURED <br />ROOFTRUSS <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />%�ALUMINUM WRAP <br />_ALUMINUM SOFFIT <br />'Ila <br />Im <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />SOFFIT DETAIL <br />6 <br />1_ 11 <br />41 = <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />12 <br />5 MANUFACTURED <br />ROOF TRUSS <br />' MTL DRIP EDGE <br />b: <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />SO,FFIT DETAIL <br />713/4 <br />— - <br />CV <br />o 19 <br />N N <br />1-4 <br />2" 2" <br />V-8" <br />FOAM LOUVER DETAIL TYP <br />E8FALSE <br />6" <br />1" <br />4"1, 4" <br />(V <br />(V <br />o 0 <br />o 00 <br />EPS <br />�4XFOAM <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)H 10A-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 />E--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 />010 <br />4' _ <br />- <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />tV <br />0 0 0 <br />0 0 <br />8" V-0" V-0" 1'-0" 1'-0" <br />DETAIL <br />a3/4LEDGER <br />'_ <br />' <br />- <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 />1 ST FLOOR FF <br />SHINGLE <br />ROOF <br />FRONT ELEVATION B <br />1 /411 = 1'-011 <br />12 <br />51, <br />8" TRUSS HEEL <br />ELEV AT 18'-0" <br />T.O.P. 1-0, — — — <br />7/8" STUCCO <br />ELEV AT 10'-0" OVER FRAME <br />2ND FLOOR FF <br />CONTROL JOINT <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 />A/C UNIT <br />AND PAD <br />1ST FLOOR FF —� <br />GRADE LINE <br />(D_EEAR ELEVATION B <br />1 /8 - 11-011 <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT U-0" <br />1ST FLOOR FF <br />GRADE LINE--/ <br />ARIGHT ELEVATION B <br />1 /811 = 1'-011 <br />12 <br />51 —Or <br />8" TRUSS HEEL <br />ELEV AT 18'-0" 11 —1111 u 111111-111111 111111 <br />— <br />T.O.P. <br />1'-0" 16-8" <br />ELEV AT 10'-0" 7/8" STUCCO <br />2ND FLOOR FF OVER FRAME <br />CONTROL JOINT — <br />ELEV AT 8'-8" <br />T.O.M. <br />A/C UNIT 2'-0" MID WALL <br />WEEP SCREED <br />AND PAD zo <br />ELEV AT 0'-0" 17M <br />4" STUCCO <br />BAND <br />WEEP <br />SCREED <br />1-01, <br />4" STUCCO <br />BAND <br />5/8" <br />STUCCO <br />OVER <br />MASONRY <br />12 <br />!`5 <br />A/C UNIT <br />.AND PAD <br />18'-8" _ <br />C7 — <br />�� o W <br />N x <br />z <br />1ST FLOOR FF <br />GRADE LINE <br />CLEFT ELEVATION B <br />1 /811 = 1'-011 <br />16'-8" <br />— CONTROL JOINT — <br />5/8" STUCCO 6" <br />OVER <br />MASONRY <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 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 MATE (RE ER TO SHEET SN1 <br />FOR THE ENGINEERED VETH L i ATTACHMENT) <br />Virtual Review Assisi, Inc JUL 21 <br />Plans Review completed and approveC <br />tar compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />ROOF GENERAL NOTES: <br />6-11" T-4" 15-9" <br />* G.C. VERIFY ROOF PITCH <br />o ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) <br />q <br />— IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF <br />— — — — — — — `V <br />SLOPE " — — — "— — — — <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />5:12 I <br />ROOF CRITERIA <br />- 12" OVERHANG U.N.O. <br />- PLUMB CUT FASCIA <br />- ROOF PITCH PER ELEVATION <br />UJI I <br />- WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) <br />0 Ln I <br />- SHINGLE LOADING <br />j I <br />ROOF VENT CALCULATIONS: <br />NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT <br />T-0" RIDGE I <br />LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE <br />VENT I <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 />SLOPE SLOPE <br />�5:12 <br />5. I <br />ATTIC AREA 1 = 1268 SQ FT <br />I <br />VENTILATION REQUIRED = 609 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 306 SQ IN <br />I <br />VENTILATION PROVIDED AT SOFFIT =1197 SQ IN <br />ATTIC AREA 2 = 445 SQ FT <br />10'-0" RIDGE i <br />o <br />VENT <br />c, VENTILATION REQUIRED = 214 SQ IN <br />— — — — — — — — — — — — <br />VENTILATION PROVIDED AT RIDGE = 108 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =425 SQ IN <br />ATTIC VENTILATION <br />SLOPE SLOPE Lu � <br />O L <br />ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA <br />BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. <br />5:12 512 J I <br />THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE <br />AREA OF THE VENTED SPACE. <br />6-0" RIDGE I <br />THE VENTILATED AREA MAY BE <br />REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE <br />VENT <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 />ZjLjVERTICALLY) <br />L_ I <br />BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, <br />— — <br />WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY <br />e COPE SLOPE <br />EAVE OR CORNICE VENTS. <br />CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. <br />I <br />VERIFIES <br />� ALUES TO BE TH MANUFACTURER SPECN <br />IFTS) <br />- <br />L <br />RIDGE VENTS SQ. IN OF NET FREE AREA / LINEARI <br />* OFF VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />0 II <br />* -RIDGE - <br />_ J <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 SO. IN. OF NET FREE AREA / FT. FOR SHINGLE <br />36 SQ. IN. OF NET FREE AREA / FT. FOR TILE <br />OF PLAN B <br />NOTE: <br />EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE <br />�/8 <br />G�l <br />-HINGE <br />DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL <br />1'_0 <br />PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT <br />M <br />N <br />0 <br />Lin <br />0 <br />0 <br />Q <br />O <br />W <br />z <br />Q <br />n0 <br />N LO - <br />i� <br />W <br />\T <br />L o u <br />' In M N 0 <br />N <br />N M .�D <br />V -0 � - 2 n <br />A, E -L L p <br />W 2 g <br />LM <br />_ <br />0 U- 8 m Q <br />N <br />` <br />.0 w C7 ^ < <br />QN <br />co ,2 <br />E <br />000 <br />CL <br />t1J <br />w (� <br />� LLI t/j w o <br />Lu <br />wFw-Q of W Q�QYzW Z <br />f)_u)W Of_jOHgoLLUpO�oU-jO <br />JZWL <br /><Q U <br />I- � <br />ZOXZ- Ozo2OOrQ~ <br />q�OOWO�mZZ)w1U <br />CooZw��-gw <br />a�(OzYOzLLof OZs <br />a�aad <br />0it o =)oXZg¢ <br />Q�¢� <br />s-a O <br />O <br />Z <br />W <br />O� <br />f) <br />M O <br />Q M � <br />U)LL <br />ti <br />W <br />M <br />oo <br />Q Q <br />Z <br />Z ?� <br />023 <br />W <br />j 00 <br />N <br />N <br />N <br />N <br />N <br />N <br />ti <br />CN <br />4 <br />4 <br />O <br />CV <br />O <br />CV <br />O <br />O <br />O <br />o <br />0 <br />Co <br />of <br />c� <br />e- <br />ao <br />r <br />O <br />N <br />o <br />N <br />o <br />N <br />N N <br />N N <br />O <br />O <br />N <br />O <br />CV <br />O <br />N <br />O <br />N <br />O <br />CV <br />O <br />N <br />O <br />N <br />O <br />00 <br />a0 <br />M <br />O <br />Lo <br />O <br />c <br />r <br />O� <br />O <br />O <br />CO <br />o <br />' <br />NLo <br />.N <br />0 <br />>�NM�Lo, <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />to' <br />0 <br />1-: <br />Cr <br />oo <br />vJ <br />z z <br />—Zo <br />O <br />Wv <br />o W i5 <br />5;o-� <br />U <br />_ <br />zw�Q <br />�� <br />Q <br />=m0Z <br />F- z <br />N <br />(Do <br />� J <br />00 <br />>_ <br />< Z 0 <br />M <br />_Zz <br />N <br />0:5 <br />o <br />Q <br />�zz <br />z <br />?Qo <br />Z <br />U <br />g <br />Ov <br />o <br />W <br />Q <br />z <br />z <br />W <br />J <br />M <br />N <br />W <br />T, <br />V <br />o <br />O <br />LAST PLOT DATE <br />May. 9, 23 <br />Z <br />'oO <br />EXTERIOR <br />J <br />ELEVATIONS B & <br />ROOF PLAN <br />