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N <br />CO (O <br />2 LBS. EPS <br />FOAM <br />1 1/2" <br />5 BRACKET DETAIL <br />1 If- 1 -0 <br />19 <br />7� N <br />q 2 LBS. EPS o <br />FOAM <br />2 1/2" <br />6 BRACKET DETAIL <br />1If= 11-011 <br />1 1/2" <br />2 LBS. EPS <br />FOAM <br />0 <br />CV <br />"v <br />4" 4" 4" 4" <br />1" 1'-4" <br />7 WINDOW DETAIL <br />1111 q/A11 = 1 1-ni, <br />1.! <br />ROOF FINISH <br />PER ELEVATION <br />12 <br />15 PROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />8 SOFFIT DETAIL <br />'AiaI= 1 1-611 <br />ROOF FINISH <br />PER ELEVATION <br />121 <br />ROOF SHEATHING <br />4 <br />MANUFACTURED <br />ROOFTRUSS <br />' <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <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 />9 <br />piaI= 1 i-ni, <br />tt <br />4"X1" THICK SMOOTH 4" <br />STUCCO BAND <br />10 S = 11111 �1, <br />TXV THICK SMOOTH <br />STUCCO BAND <br />C <br />C <br />10" 1. <br />12" X 1 1/4" THICK SMOOTH <br />STUCCO BAND <br />N � H1,. <br />M <br />1" _ 8„ <br />---3 1/2" SMOOTH STUCCO <br />FINISH <br />ELEV AT 18'-0" <br />T.O.P. I <br />7/8" <br />STUCCO <br />OVER FRAME - <br />CASING BEAD <br />W/ WEEPS <br />PERMA WRAP COLUMN OVER <br />FLASHING <br />OR EQUAL ELEV AT 10'-0" <br />2ND FLOOR FF ` <br />VIE <br />�4" SMOOTH STUCCO ELEV AT 8'-8" - - <br />FINISH T.O.M. <br />6" SMOOTH STUCCO SHINGLE <br />OVER CMU ROOF <br />1'-4" <br />12 'S1a _;1`_ 111 �;1 <br />13 <br />5/8" SMOOTH STUCCO <br />OVER CMU <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />5/8" STUCCO OVER <br />CMU <br />4" STUCCO BAND <br />GARAGE <br />DOOR <br />2"X2" THICK PAINTED <br />RAISED TRIM BAND <br />N <br />6"XV THICK PAINTED <br />RAISED TRIM BAND <br />5/8" STUCCO OVER <br />Z" CMU <br />ELEV AT U-0" <br />FIRST FLOOR FF <br />ASSUM D <br />ao <br />m <br />11 �. ' <br />A5 �e <br />I <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />FRONT ELEVATION A <br />1 /411 = 11-011 <br />SHINGLE <br />ROOF � <br />12 <br />51 <br />A5 <br />Ill I <br />ONinm°1 m'mh1r!!m rw— 11 Liminlingli <br />m <br />r <br />1e,e e,e,e a e,dIN <br />.��irlrloul.�._ <br />..�I�IIIII■IIIII■IIIII■IIIII ■IIIII,_ <br />.AI�IIIII■IIIII■IIIII■IIIII■IIIII■III/i�ll��,_ <br />,.niilulunnl■IIIII■IIIII■IIIII■IIIII■hdl■IIIIItn.. <br />n111 Ill 11 IN liil� <br />' iun�iur��iunIN is 01�uuu■iunmriFLASHING- <br />m�r�� <br />• <br />�� • � � n■Im ulnunnu <br />r ■ <br />� 1 � 1 • 1 <br />1 /811 — 1 1-011 <br />4' OFF RIDGE <br />12 VENT 8 <br />5 SHINGLE A5 <br />ROOF 9'-8" 6'-0" 16'-4" <br />a <br />ELEV AT 18'-0" <br />J <br />77 <br />T.O.P. o `r <br />N <br />2„ C.J z_ � C.J C.J. - <br />ELEV AT 10'-0" J = ih <br />T X2" THICK * J C7 * 7/8" STUCCO <br />2ND FLOOR FF o U) w OVER <br />PAINTED RAISED <br />- 3 0 - - - - - - - - FRAME --,I- W <br />TRIM BAND N a <br />ON <br />ELEV AT 8'-8" _ _ 12 <br />T.O.M. <br />DRIP "V" WEEP <br />SCREED STUCCO SCREED - 2-0 ( VENT <br />RIDGE <br />ON CMU TYP. <br />ELEV AT U-0" <br />7-01 1ST FLOOR FF <br />6"X2" PAINTED <br />RAISED TRIM <br />BAND <br />RIGHT F�FVATION A o 0 <br />3 1 /811 = 1 —0 <br />4' OFF RIDGE .SLR Ow OW SLR <br />VENT I 5:12 d-> -v> 5:12 <br />8 12 <br />A5 511 11 111 1. dli „ /'ROOF LE <br />ELEV AT 18'-0" fill111hIIIIIIMQMkI <br />T.O.P. <br />CASING <br />ELEV AT 10'-0" Z = C. C.J <br />g J M / <br />7/8" STUCCO 12 WEEPS <br />C.J J <br />2ND FLOOR FF o U) W OVER 4 OVER <br />= FRAME FLASHING <br />N W N_ <br />ELEV AT 8'-8" 12 <br />T.O.M. - - - <br />21,0 <br />4 _ / U)� <br />A/C UNIT 2'-0" 5/8" WEEP <br />AND PAD - _ SCREED <br />io STUCCO_ TYP.— <br />® r; ON CMU <br />W <br />ELEV AT 0'-0" <br />1ST FLOOR FF m <br />LEFT ELEVATION A <br />1 /811 = 1 1-011 <br />W cV <br />0. <br />SLOPE <br />5:12 <br />ROOF PLAN A <br />1 /811 = 1 1-011 <br />S; SLOp <br />5:12 5:12 <br />o <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 1-118 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, FBG 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 />04 18 2022 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <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 7TH EDITION (2020) FBC SECTION R806 <br />FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ <br />NET SQ. INCH REQUIREMENT <br />ATTIC AREA = 1697 SQ FT <br />VENTILATION REQUIRED = 815 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 407 SQ IN <br />VENTILATION PROVIDED AT SOFFIT = 1218 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 />34 <br />a.-.' 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