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^7F FINISH <br />ELEVATION <br />)F SHEATHING <br />IUFACTURED <br />)F TRUSS <br />DRIP EDGE <br />SUB -FASCIA <br />MINUM WRAP <br />MINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />67 SOFFIT DETAIL <br />_11A11 = <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />12 <br />5 MANUFACTURED <br />ROOFTRUSS <br />MTL DRIP EDGE <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 />7 <br />lV <br />o <br />N N <br />N <br />FALSE FOAM LOUVER DETAIL TYP <br />8 <br />V-4" <br />1 1-2 11l- - - - — — — — — — <br />N <br />m <br />m <br />12" SQ CMU COLUMN, <br />SMOOTH STUCCO <br />FINISH <br />STUCCO BAND <br />io <br />(V <br />COLUMN DETAIL <br />9 <br />if <br />1-011 <br />PROVIDE FILLED SOLID <br />CMU ABOVE LINTEL TO <br />TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLE <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 <br />T.O.M. <br />-75 <br />ROOF SHEATHING <br />(S)A23 <br />E--MTL <br />DRIP EDGE <br />2X4 SUB -FASCIA <br />•'' <br />2'-0" <br />ALUMINUM WRAP <br />(S) A23 <br />ALUMINUM SOFFIT <br />PT 2X4 LEDGER ATTACHED TO <br />WALL W/ 3/16" TAPCONS W/ <br />MIN 2-1/2" EMBEDMENT <br />6" O.C. <br />BTM AT T-6" <br />SOFFIT DETAIL <br />1710 <br />0 <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />8" TRUSS HEEL <br />CASING BEAD <br />WITH WEEP HOLES <br />OVER FLASHING — <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT U-0" <br />1 ST FLOOR FF <br />FRONT ELEVATION A <br />1 /4„ = 1'-019 <br />8" TRUSS HEEL <br />ELEV AT 18'-0" _ <br />T.O.P. <br />1'-0" <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT <br />T.O.M. <br />MID WALL <br />WEEP SCREED <br />5/8" STUCCO <br />OVER <br />MASONRY_____t <br />ELEV AT V-0" <br />12 <br />51 _, <br />7/8" STUCCO <br />OVER FRAME c? <br />r` <br />CONTROL JOINT <br />1 ST FLOOR FF 71 <br />8" TRUSS <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />8" TRUSS HEEL <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />`a,41U7211i161:727 <br />ELEV AT 8'-8" <br />T.O.M. <br />A/C UNIT 2'4" <br />AND PAD__N . <br />ELEV AT 0'4" <br />1 ST FLOOR FF <br />GRADE LINE <br />3)R%EAR ELEVATION A <br />- 1 -0 <br />GRADE LINE—J <br />RIGHT ELEVATION A <br />1 /811 = 1 '-011 <br />12 <br />51 <br />4" SCORED <br />STUCCO <br />BAND <br />MINININ IFE-1 <br />INN - ININ -EFE] <br />ININIE1 - 11MINI <br />.1MIM10 <br />M011 <br />- _11 <br />A/C UNIT <br />AND PAD <br />16'-8" 18'-8" 16'-8" <br />7/8" STUCCO M oW� N = <br />OVER FRAME Z <br />CONTROL JOINT - - CONTROL JOINT - <br />MID WALL <br />WEEP SCREED <br />r` <br />GRADE LINE <br />LEFT ELEVATION A <br />1 /811 = 1'-011 <br />5/8" STUCCO <br />OVER - <br />�MASONRY <br />ti <br />2'-0" A/C UN <br />,'AND P/ <br />1'-01, <br />2'-0" <br />0 <br />T-0" <br />-4" STUCCO <br />BAND <br />-6" STUCCO <br />BAND <br />-WEEP <br />SCREED <br />1-01, <br />4" STUCCO <br />BAND <br />STUCCO <br />OVER <br />MASONRY <br />SEP 082222 <br />vI RTUAL RF VIL•! 'ASS' <br />Virtual Rc'Vle`. v ^•s� i 4 `� <br />Plans Review coim,ie`ee and el <br />for compliance with the 2.020 FB0 7th <br />Edition by Debra Anne Klahr PX2300 <br />n l A All 71 Ill All - <br />5:12 �T-0" <br />1 11 tT-0" <br />01 <br />1 ROOF PLAN A <br />1 /8 = 1 -011 <br />a <br />I <br />1'-0" <br />0 <br /><V <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 />ROOF 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 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 =1204 SQ IN <br />ATTIC AREA 2 = 466 SQ FT <br />VENTILATION REQUIRED = 224 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 126 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =399 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 />VERTICAL BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, <br />B` <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 />N <br />O <br />04 <br />00 <br />Ln <br />49 ♦�� <br />w <br />T1_ <br />O <br />w <br />� <br />I <br />0 <br />z <br />E <br />000^ N <br />CN <br />Mri <br />N 2 <br />A, E co <br />0 t <br />� <br />v! 0 LL g Q <br />U6� <br />._s <br />N V LLI O N C <br />N E m <br />I` o �2 <br />a a <br />W <br />oLL wO1- <br />W F-~ ��J W YZw Z <br />0, <br />Q U <br />Q <br />JcoO�W(0 LU0LL <br />=(�0 ZLLu 0-z2 <br />aU)w Q �oomZz <br />- <br />_ <br />O <br />U) <br />fn WCL 8f5I W�(nLL W'¢0 <br />aLL Qap aQz WOOWVO� <br />,j <br />0 <br />0i5 O ¢ <br />LL <br />O <br />O <br />z CV <br />W <br />f— <br />O <br />cMO <br />Q C/) M <br />U) ti <br />F— (M <br />00 <br />Z U H <br />z <br />Ww� <br />J <br />O <br />N <br />N <br />O <br />N <br />i <br />ti <br />N <br />O <br />O <br />c6 <br />IUD <br />co <br />ao <br />O <br />N <br />O <br />N <br />O�— <br />N <br />N <br />N <br />O <br />N <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 />o0 <br />O <br />Ln <br />o0 <br />O <br />A <br />1 <br />N <br />O <br />M <br />N <br />0 <br />0 <br />0 <br />CD <br />0 <br />� <br />c <br />20 <br />Lo;0 <br />0 <br />0 <br />0 <br />'I'l <br />0 <br />O <br />O <br />r <br />N <br />co <br />I <br />Ln <br />I CO I <br />I- <br />0_ <br />00 vJ <br />Z <br />Z O <br />_ <br />OWW <br />owU) <br />> <br />Q <br />00 <br />F- <br />0 <br />a <br />o d <br />OXWM <br />z <br />z <br />IL <br />W <br />� F- <br />0 <br />�m0Z <br />�' <br />N <br />�Z�W <br /><z0 <br />M <br />_ZZLL <br />(V <br />LLI CV . <br />O <br />g M z <br />UD)Zz <br />z <br />�QO <br />z <br />U <br />g <br />Ov <br />o <br />W1z <br />Z <br />z <br />A5 <br />W <br />J <br />N <br />N <br />Uj <br />r— <br />LAST PLOT DATE <br />Apr. 26, 22 <br />z 0 <br />EXTERIOR <br />J <br />ELEVATIONS <br />A & <br />ROOF PLAN <br />