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" N 2 LBS. EPS FOAM 1 1/2" 5 vl NJ11 = 1_n11 " " �� fV 0 2 LBS. EPS o FOAM 6 BRACKE7 DETAIL 7 G7 • 0 2 LBS. EPS FOAM M= 0 CV 4" 4" 4" 4" 1. 1'-4" 11 = 1 1_n11 1 v211 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 11 = 1 1_nll ROOF FINISH PER ELEVATION ROOF SHEATHING 12 MANUFACTURED 5 ROOF TRUSS MTL DRIP EDGE ~` 2X4 SUB -FASCIA ALUMINUM WRAP 1'-0" ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 1 7"X1" THICK SMOOTH STUCCO BAND —� DC 4"X1"THICK SMOOTH 411 STUCCO BAND GARAGE 10 11 1 DETAIL 'I _ ia _ _11n 11 12 13 12" X 1 1/4" THICK SMOOTH STUCCO BAND 3 1/2" SMOOTH STUCCO FINISH PERMA WRAP COLUMN OR EQUAL 4" SMOOTH STUCCO FINISH 0 " SMOOTH STUCCO OVER CMU 2' 2" SMOOTH STUCCO OVER CMU ELEV AT 0'A. FIRST FLOOR FF 5/8" STUCCO OVER CMU 4" STUCCO BAND GARAGE DOOR 4" 1'-0" 2"X2" THICK PAINTED RAISED TRIM BAND F�li 6"X1" THICK PAINTED zo RAISED TRIM BAND 5/8" STUCCO OVER CMU io 11 = 1 1_nll SHINGLE DRIP "V" SCREED, AT BOTTOM OF BAND 1'-4" N I L I L_ N I FRONT ELEVATION A 1 /4" = 1'-019 SHINC ROOF FIRST FLOOR FF 7/8" STUCCO z OVER * J � FRAME O U) w 4 7"X2" THICK PAINTED RAISED TRIM BAND 6"X2" PAINTED RAISED TRIM BAND 4' OFF RIDGE VENT 12 15 J. M C FLASHING — — A/C UNIT AND PAD oo ti m REAR ELEVATION A ELEV AT 18'-0" T.O.P. 1'-0" ELEV AT 10'-0" * 2ND FLOOR FF _ ELEV AT 8'-8" MID -WALL T.O.M. WEEP SCREED TYP. 5/8" STUCCO ON CMU _ _ ELEV AT 0'-0' 1ST FLOOR FF r 1 /811 = 1 1_011 4' OFF RIDGE VENT T! I I _u 7 1111 -11 T I IWI T I I I I I T 1 12 SHINGLE 5 ROOF I�111�1�1i1/�%::�■I��il�l�'�aau■ulrl■Irlrl■I�IrI■ulrl■Irlrl■ulrl■ulrl■Irnl■ulrl■unl■ulrl■ulu■ulrl■unl■unl■ulrl■ulrl■ulli` Ill■I/r!'iInn■I�111!.�.1■I�III■11111■I�111■UIII■11111■11111■UIII■UIII■11111■UIII■I�III■11111■11111■UIII■IrI11■I�III■ulrl■ulu■ulu■Irnla_ 1 , n■1-a,■,■uuv-..1�In�uul�ulo�l.11ul.Illr1.111.1.111�1�111�1.IIIrl�lll�l�l11■L111�1�111�1.01�1.1�I�1�1�1�1.1�1�1.111■I�111�1.111�1�111�1�11i�.. • 11 � • ��.1■Ir111■Irlll■Llll�ynll■Irin■I■111■ueu■I�IIt■I■._ � - • • _.,;.:nl�uirl�um�iurl�,�r�uuul■Inn�i��n�l�nl�inn�i ::_,_ ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF � ELEV AT 8'-8" T.O.M. SHINGLE ROOF 011 ELEV AT 0'-0" 1 ST FLOOR FF 16'-4" 6'-0" w a 0 J W O N w a ON J U) C6 4' OFF RIDGE VENT �o. CD 0 0 0 SLOPE p w U. w SLOPES 5:12 �> :t> 5:12 11 11 11 11 11 I1 11 11 I I 11 11 11 11 11 1I 11 11 I I 11 I I I I 11 11 1 •' II�I�III�I�III�I�III�IIIIIr■I�III�IIIII�IIIII�I�lllr■I�111�11111�1�I11�1�1111■11111�11111�1�111�1�111�11111�11111�I�1111�1�111�11111�1�111�1�1111 ..,I'in■I■In■unl■uul■ullul■nul�nlrl■lu�l�ln■I.Info/ll�uln�l.uul.lu�uln�l�lu�l.nl�ulu�l.ln�l.ul�l./u�uul�uln�ulu■ul�l■I ' � \ 11 \ 1 • �- - ■ MOWN 0.1 0 - STUCCO i U w 1ON L� OPE SLOPE O — — — — — — — — — — — — — — — — ELEV AT 0'-0" 12 5:12 m 1 ST FLOOR FF LEFT ELEVATION A 1 /811 = 1'-011 SLOPE 5:12 ROOF PLAN A 1 /8if = 1'-011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) MAY 0 2 2023 Virtual Review Assist, Inc. Plans Review completed and appTEd'tion for compliance with the 2020 FBC 7t by Debra Anne Klahr PX2300 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION REQUIRED = 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT =1218 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALL BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE B LANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA I FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE "i ESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT Y.,wd 1O F F/ --- CM N o N t, - Cn 2 co LID �,�,� ♦�P.3., 5y. z LU O W z Q V) N LO W L .= '0 q U 0 C) M(n U -0CI) -L O08mQ NLU n ` QN co E� W L C3 N O a � N C ow LU0 < V; ~W _j X� zm 0LLU < XLL 0� aJU)O-/0Z= dOaZU-Iy-Z� OU)MMOZO�OOmZnW_ Q:Q co OZ fxa.WCY WAxQ6DJW<—LO � a OW Ow 0 :) oZ QLL Q U_< O QI, R 0 0 zw CV) Q M LO z I— W a. M < Z00 U W W JC:) O T� O O O O O O N O CM O O O 0000 O ZB O O N O N o N 0 1 ' z LoN `1 , w o O O o O ui O Co i z W U z aw O 0 W V O O _O U U cn -0 O or< Q Z a_a rl F- w Q Ln = m=w F-2 N O ozom LU <�� 0 ZWO O Q U gwlr z �z Z F- pL) _o W z Z z w W J � V 0 LAST PLOT DATE N • March 31, 2023 O EXTERIOR J ELEVATIONS & ROOF PLAN A