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12 ROOF FINISH PER 125 ELEVATION ROOF SHEATHING 1'-4" 1" 1" MANUFACTURED ROOF TRUSS -METAL DRIP EDGE co 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM ❑ NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT 12" SQ CMU COLUMN, DETAIL SF01 SHEET SS FOR SOFFIT SMOOTH STUCCO ATTACHMENT DETAIL —FINISH 6 SOFFIT DETAIL 3/4 — 1 -0 ROOF FINISH PER CO 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM STUCCO BANDi SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 04 7 SOFFIT DETAIL 3/4 — 1 -0 11 COILUMN DETAIL 3/4 — 1-011 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES 2" PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 13/A5 — ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING STUCCO DETAIL - 12 - - -- ELEV T O MAT 8'-0" 8 3/4if = 1'-0" 1 5 METAL DRIP EDGE (S) A23 2X4 FASCIA 1-1/2" THK ALUMINIUM 2'-0" WRAP (S) A23 ALUMINUM SOFFIT 00 ��PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. 3" BTM AT 7'-6" 2"�71 2" 12 SOFFIT DETAIL 3/4 = 11-011 9 STUCCO DETAIL 3/4" = 1'-0" PT 2X8 LEDGER ATTACHED TO WALL 6„ W/ 3/8" X 5" TITEN HD AT 12" O.C. 1 1„ 4 I STAGGERED 10 4 N (V N o 0 0 0 0 O 00 O 00 EPS 8" V-0" iv FOAM iti10 BRACKET DETAIL LEDGER DETAIL 10 111 = 11-011 13 3/411 = 11-011 6" SCORED BAND 7/8" STUCCO FRAME 6" X 1"THK CEMENT PLASTER BAND 16" X 1"THK CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 5/8" STUCCO ON CMU 10 A5.A � 1 CONTROL JOINTS its ■■' • • - • MID -WALL WEEP SCREED FRONT ELEVATION A 1 /4" = 1'-011 �NII�111�1�., • z= M 7/8" STUCCO 2 i�_ ON FRAME N = CONTROL 5 JOINT MID -WALL WEEP SCREED 3\ - - 5/8" STUCCO r ON CMU - - - _ Sk GRADE LINE REAR ELEVATION A 1 /8" = 1'-01 1 12'-0" 13'-8" CASING BEAD W/ _ WEEP HOLES o OVER FLASHING 5 2 CO JOIOOT W 11- A5.A - - - - - - — MID -WALL WEEP CREED I I I GRADE LINE RIGHT ELEVATION A 1 /811 = 1 1-011 12 51 12'-0" z 2 =O CONTROL W JOINT 12 5� A/C UNIT 2'-0" AND PAD 19 18'-0" CM LEFT ELEVATION A 1 /811 = 1'-011 SHINGLE ROOF z= :O v ti T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. L/SS ® A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF 12 -15 12'-0" CONTROL JOINT IN 5/8" STUCCO ON CMU _ CONTROL JOINT _ MID -WALL WEEP 12'-0" SCREED DRIP CASING BEAD---/ AT BOTTOM OF STUCCO BAND GRADE LINE I ELEV AT 18'-0" T.O.P. CASING BEAD W/ WEEP HOLES OVER FLASHING 7 5. ELEV AT 10'-0" f� 2ND FLOOR FF I � ELEV AT 8'-8" u T.O.M. I I I I h_lrt ELEV AT 0'-0" 1ST FLOOR FF ASSUMED GRADE STUCCO �7/8" ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF 2 ELEV AT 8'-8" T.O. M. 2'-0" A/C UNIT AND PAD ELEV AT 0'-0" T-8" 7'-4" 7/8" STUCCO 1 ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2'-0" 2ND FLOOR FF _ ELEV AT 8'-8" T.O.M. ----5/8" STUCCO ON CMU I ELEV AT 0'-0" — 1 ST FLOOR FF 1'-0" SLOPE 5:12 SLOPE -5:12 N----- — W 4'-0" OFF Oc'4 RIDGE U) Lo ROOF VENT W a_ ON J SLOPE I SLOPE —5:12 5:12� 1 ROOF PLAN A 1 /8 if= 11-011 SLOP SLOPE 5:12 _ 6" 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) \/R A 2 1 20, 3 Virtual Review Assist, Inc Plans Review completed and appro d for compliance with the 2020 FBC 7th Edi ' 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 FBC 7TH EDITION (2020) SECTION R806 FORMULA = S.F. 1150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 276 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 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 VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE 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 i F, P M N o N 00 Ln R C) ,n t x r;. z w �p� `} O 0 z Q 0 A, O L0 W 6.0 �O q U 0 c`') N W `"M � NU O 0— u CIO c) W E O o rn o � o V_/ �O '0- 6)Q C U O^ N n1 QN QJ W L � S= W W W o � �; Uj WI-Q =g-' 'W� zit z Q�— J<OgiU0��0 Q U Q I— 0 0 0 SOX ZL�LLL0Z2OJOF-<F OcnQWE?5 OtEOOmZ� U ��LU a LU >zYO�';z'-0wo�a Cn Z QIL �wOgF-��3gwp�UmQ o o<z�Q OW U_Q O FaU- f a O O (V OW �� N �0 z 1>4U o Q Ln J In V_�x U_ Lu z F-- Q_M-.i aUa� z I- WC:) z � J Nce) N co N N N 4 O r- r 000 O O o o6 6 • , co -c-- W r- co T— O N CD NO NO O O N O O N M O N 0 O N 0 N N O N M N 4 O ' r— r- !P r- G cp O N O N NO O CDO O r- r 0 1Cn N� �r-ob r— N M o 4 000 6 6 ti LO � Z Z — z OLij W W to UoEE0 Q L 1 zi OW�Q ZW t� =co02 F- Z v Z � J Q'; >-re2 �ZZU_ 2 Z W N w N a 00; Og�z UWZz a w • z �. z i �Q0 U Ua Oo x a Z Z z W J WCf) O >o o LAST PLOT DATE May. 8, 23 EXTERIOR 4_j z 0 J ELEVATIONS & ROOF PLAN A