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N - <br />to �1C' cfl <br />2 LBS. EPS <br />FOAM <br />1 1/2" <br />5 BRACKET DETAIL <br />1of— 1 -0 <br />11 <br />0 2 LBS. EPS o <br />FOAM <br />2 1/2" <br />6 BRACKET DETAIL <br />111— 1 -0 <br />11 <br />�1 1/2" <br />T 4 " =�s <br />2 LBS. EPS <br />FOAM <br />0 <br /><V <br />'v <br />'v <br />4" 4" 4" 4" <br />1 " 1'-4" <br />7 WINDOW DETAIL <br />CV <br />ROOF FINISH <br />PER ELEVATION <br />12 <br />�5 ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />E—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 />81 SOFFIT DETAIL <br />ROOF FINISH <br />PER ELEVATION <br />12 <br />ROOF SHEATHING <br />4 <br />MANUFACTURED <br />ROOFTRUSS <br />, <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINUM WRAP <br />1'-0" <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />FFIT <br />9 <br />DETAIL <br />7"X1" THICK SMOOTH <br />STUCCO BAND <br />2 <br />4"X1"THICK SMOOTH 4"- <br />STUCCO BAND <br />C <br />C <br />10" <br />N <br />i <br />8" <br />12" X 1 1/4" THICK SMOOTH <br />STUCCO BAND <br />3 1/2" SMOOTH STUCCO <br />FINISH <br />PERMA WRAP COLUMN <br />OR EQUAL <br />111 1 -0 1„ <br />4" SMOOTH STUCCO <br />FINISH <br />6" SMOOTH STUCCO <br />OVER CMU <br />4 1 '-4" <br />00 5/8" SMOOTH STUCCO <br />OVER CMU <br />r1IIIIIk ELEV AT U-0" <br />FIRST FLOOR FF <br />4" V-0" <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''X1" THICK PAINTED <br />RAISED TRIM BAND <br />5/8" STUCCO OVER <br />= CMU <br />1 iN <br />rh ELEV AT 0'-0" <br />FIRST FLOOR FF <br />ASSUM D <br />GRADE <br />7"X2" THICK <br />PAINTED RAISED <br />TRIM BAND <br />6"X2" PAINTED <br />RAISED TRIM <br />BAND <br />12 <br />51 <br />ELEV AT 18'-0" <br />T.O.P. <br />7/8" <br />STUCCO <br />OVER FRAME - <br />CASING BEAD <br />W/ WEEPS <br />OVER <br />FLASHING <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />SHINGL_j <br />ROOF <br />11 <br />A5 <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />FRONT ELEVATION A <br />1 /411 — 1'-011 <br />ELEV AT 18'-0" <br />T.O.P. - <br />1'-0" <br />ELEV AT 1 U-0" �? <br />2ND FLOOR FF * '� <br />F <br />ELEV AT 8'-8" _ <br />T.O.M. WEEP <br />SCREED <br />TYP. <br />5/8" <br />STUCCO <br />ELEV AT 0'-0" ON CMU <br />1ST FLOOR FF <br />REAR ELEVATION A <br />1 /8" = 1'-011 <br />12 <br />55 <br />ELEV AT 18'-0" <br />T.O.P. <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 />ARIGHT ELEVATION A <br />1 /8" = 1'-0" <br />8 � 12 <br />A5 5 <br />SHINGLE <br />ROOF <br />A5. <br />4' OFF RIDGE <br />VENT <br />SHINGLE <br />ROOF <br />4' OFF RIDGE <br />VENT <br />-7/8" STUCCO <br />OpV�E�Rp <br />_ F AUF, <br />-A/C UNIT <br />AND PAD <br />SHINGLE <br />ROOF <br />lull■Illll■Illll■Illll■Illll■11�11■�Illl■Illll■Illll■Illll■1011■Illll■I1111■Illll■�Illl■Illll■Illll■Illll■III�1"��Ilml:!�Illnitlll�l <br />� ...I n'i init�I���11�i�1��11���nnin l�iiiniiimiiiu nimniinni�nliu�i� niiiil�inilnilinniluitnimn�1��11�i�1��11�I���11�iiri'■ilm�l ����� ��11 <br />0 • <br />LEFT ELEVATION A <br />1 /811 = 1'=011 <br />--r- r__r«i;.- I liaI i ,:_.: -ITT--F - - — <br />Z'-0" <br />A5 <br />A5 <br />9'-8" 6-0" 164" <br />01. <br />a- <br />N <br />J 77 1'-0" <br />U)� o <br />O r <br />w <br />ON <br />� Sri <br />4' OFF RIDGE <br />VENT <br />0 <br />0 C7 <br />0 <br />0 <br />SLOPE pw Ow SLOPE <br />5:12 v> v> 5:12 <br />oL <br />J <br />U) <br />W N <br />a7 <br />0 LO <br />_l <br />W Cn <br />_j N SE LOPE SLOP <br />v 5:12 5:12 <br />11 <br />SLOPE <br />5:12 <br />13 ROOF PLAN A <br />1 /8 — 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 />MAR 0 4 2023 <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 SQ 15 REQUIRED = IN <br />Q 8 <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 (202TO 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 />VERTICALL BELOW THE RIDGE OR HIGHEST POINT OF TH SPACE, <br />WITH THE B LANCE 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. 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