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n " 04 2 LBS. EPS FOAM 1 1/2" 1'-011 fV q 2 LBS. EPS o FOAM 04 6 B�RAC DETAIL _ -n r� u NJ 2 LBS. EPS FOAM 0 CN 'v Nt 4" 4" 4" 4" 1 " T-4" CN ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL llglv ROOF FINISH PER ELEVATION ROOF SHEATHING 12 MANUFACTURED 15 ROOFTRUSS MTL DRIP EDGE ro 2X4 SUB -FASCIA ALUMINUM WRAP V-0" ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL )FFIT DETAIL 2" yC 7"X1" THICK SMOOTH STUCCO BAND ti 4"X1"THICK SMOOTH 4° STUCCO BAND 10 GARAGE DETAIL 3/4 — 11-011 T__r1_1 _T_ -I ----12" X 1 1/4" THICK SMOOTH STUCCO BAND M 1 8„ 3 1/2" SMOOTH STUCCO FINISH PERMA WRAP COLUMN OR EQUAL 11 0 1 4" SMOOTH STUCCO FINISH 'v 6" SMOOTH STUCCO OVER CMU 2' 2" °7 5/8" SMOOTH STUCCO OVER CMU ELEV AT O'-O" FIRST FLOOR FF 5/8" STUCCO OVER CMU 4" STUCCO BAND GARAGE DOOR 4" V-0" 2"X2" THICK PAINTED RAISED TRIM BAND N 6"X1" THICK PAINTED FD RAISED TRIM BAND _ 5/8" STUCCO OVER C� CMU _ 1 ZIP N 12 I _.1 � L_ L. 13 _17d" = � ,_V,: ELEV AT 0'-0" FIRST FLOOF ASSUM D fi 7"X2" THICK PAINTED RAISED TRIM BAND 6"X2" PAINTED RAISED TRIM BAND SHINGLE ROOF 7 6A5: A5 IN. ILI on MEN won MEN • • 0011111 MENI all _ ■■■ 1 /411 — 1'-011 SHINGLE ROOF INININININININ Mimi 4' OFF RIDGE VENT 12 15 Ch F_ ■i■Sri■uir��Inr�•um�Ir�ri•mruumru.n�i■�ri•iurnmr�•u.ri�u.. �, � 7/8" STUCCO OVER * z I-- � _j = C.J. �, '� ELEV AT 10'-0" _ FRAME C? U) W L 2ND FLOOR FF Ss FLASHING _ - - - - - ELEV AT 8'-8" _ "ll fill II flioMID-WALL _ T.O.M. A/C UNIT AND PAD WEEP SCREED TYP. 60 r` 1 * 5/8" STUCCO ON CMU ELEV AT 0'-0" 1 ST FLOOR FF REAR ELEVATION A 1 /8If = 1'-011 12 15 _ - ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME 5 CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" � 2ND FLOOR FF ELEV AT 8'-8" T.O. M. I SHINGLE ROOF I I I I 11 I I A5 ELEV AT 0'-0" 1 ST FLOOR FF 4' OFF RIDGE VENT 8 SHINGLE �5 A5 16'-4" 6'-0" 9'-8" ROOF w a O _ ELEV AT 18'-0" 0 1'-0" � 77 T.O.P. 0 CASING `.4 BEADS 12 7/8" STUCCO WEEPS C.J. `' C.J. J = C.J. ELEV AT 10'-0" OVER 4 (— OVER ti 0 U) w 2ND FLOOR FF w FLASHING FRAME iv = -- - - - - - - - - - - O55� 12 ELEV AT 8'-8" T.O.M. MID -WALL " 2'-0„ C UNIT VENT RIDGE WEEP STUCCO AND PAD T-0" SCREED co ON CMU TYP. zo ELEV AT 0'-0" 1 ST FLOOR FF W W 3 RIGHT ELEVATION'A ' � U_ -0�1/8= 1F- SOW OW SLR 5:12 > 5:12 4' OFF RIDGE VENT 12 8 SHINGLE _Oerm 15 A5 ROOF _ - ELEV AT 18'-0" T.O.P. 7/8" STUCCO C.J. C.J. _j = J. ELEV AT 10'-0"' OVER w * - 2ND FLOOR FF w FRAME iv -= 3 0 0- -12 ELEV AT 8 -8 -J 77 77 DRIP "V" T.O.M. MID -WALL WEEP SCREED TYP. SCREED w 2'-0" 5/8" 0 N STUCCO -J 77 19 ON CMU-� LOPE SLR _ _ _ _ _ _ _ _ _ _ _ _ ELEV AT 0'-01, 1�2 5:12 1 ST FLOOR FF SLO 5:12 CLEFT ELEVATION A PROOF PLAN A 1 /8" = 1'-0" 1 /8" = 1'-0" W 0- 0 J co FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4DRAWINGS.. 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) MAR 2 V_ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition 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 / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR,SIDE-HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT N N O N N ft Q o 00 i4 LO f( z ILLJ a O W z SIN a) � ='0o _W \J' L u � zo- 2 N co 2 M U 0QQ -0m u a E r o 2 00 2 co, 0 U_ a Q a •^�, U O � LU QN W L CD �� °• W w�W_ W U-3 W�w �0_O a ¢�m�cXJu)0�10fW00' °Z�2°pzQoZ¢ OnogOZ'OWR000nWimzCL W U �OZU�a(Y <L�WOj Z ¢ Q D_'O Q ¢ LL O W P � Y z oQ o 0 0¢ ¢X �W >t 0 z W O D5ti F_ M 0 Q W M cn L' r. co z V W W J O A 0 t� I I 1 I I I I I I I I I 0 00000 N N N N N f- M M � C)C) 0 C) C) O r- N o N o 1 I 1 ' z NW Lo > p C)C)O N M d O e i zr W Qz w CDz Ch -1—i -� W OWO �zj O rLo.0 Oo Z 0- �--I Q = m=w Ln (D I-F� (V O znm W i' QF-� ■ ■ O 2;�2 >_ C)U Q gW& w� z az �z z < =2 U 0 0 z z z W W J r` o C) LAST PLOT DATE . . December 14, 2022 4-a O EXTERIOR _■.I ELEVATIONS & ROOF PLAN A