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—1 -A I I I a I I -- - I - - I . 1 11 � 11 J-�L- I I I I I I a --- — I 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 A17ACHMENT DETAIL 6]SOFFIT DETAIL 'I/A" = 1 1-ni, .-0nr'%CC1K110U PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 7]SOFFIT DETAIL '11All = 1 1-nit (0 C' 1 4 1 - I -- ---- -4" —2" 2" - , :z 7 7 FALSE FOAM LOUVER DETAIL TYP R n COLUMN DETAIL z' 11 to = 1 7nil 0? FILLED SOLID -----------PROVIDE CMU ABOVE LINTEL TO TIE BEAM -FLASHING BEAD WITH WEEP HOLES --_-------CASING 2X8 LEDGER ATTACHED TO -----PT WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 7 (S) H 1 OA-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. 15 ROOF SHEATHING (S)A23 0-----MTLDRIPEDGE ----2X4 SUB -FASCIA 2'-0" --ALUMINUM WRAP (S) A23 —ALUMINUM SOFFIT --PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ �L MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" � F DETAIL 0 �SO IlAll = 1 -nil PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED C%j 8" V-13", 1'-0" 1.-0" LEDGER DETAIL 'I IA" = 1 -nil 11 A/C UNIT AND PAD N. A 4" ST BANC 6" ST BANC WEEl' SCRE F C> L 4" ST BANC 5/8" STUC OVEF MASC FRONT ELEVATION A 1/411 = 1 1-011 11 A5 12 A5 11; ELEV AT 18'-0" T.O.P. 7/8" STUCCO --011 CD W OVER FRAME ELEV AT 10, 2E CONTROL JOINT 2ND FLOOR FF ELEV AT 8'-8" T.O.W A/C UNIT AND PAD MID WALL WEEP SCREED STUCCO -----5/8" OVER MASONRY ELEV AT 0'-0" 1 ST FLOOR FF ---GRADE LINE 3 R it = 1 1-011 ION A 1/8 12 64 C) - ��V-0" 5 -. .117 CA —V M1 Mu IIYIJ Htl IN HIJ 1111] 11 IJ lI tj U 11 1] 1111111 111 11 111 Ll 1 1] 1L]l j[][ 1� IILI�1�11 til 111 111111 1 1, �I fl I U1 � I �1 y � �t I �'' ELEV AT 18'-0" [Ii] I t Ai--� T.O.P. 16'-8" T- 18'-8" 116-811 0 91 N T- %8" STUCCO ELEV AT 10' 0" T7 CONTROL JOINT z OVER FRAME 2ND FLOOR FF CONTROL JOINT -- — - — -- tzpELEV AT 8'-8" T.O.M. %/8" STUCCO OVER 4t �2'4' A/C UNIT MID WALL AND PAD MASONR% WEEPSCREED ELEV AT --GRADE LINE T 1 F 0� �FV �AT I �ON �A ( AE VATI N A 5 J/if 1-011 1/8 1 GRADE LINE ELEV AT 18'-0" T.O.P. ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF ELEV AT 18' -0' T. 0. P. 'ASING BEAD IVITH WEEP HOLES )VER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8"' T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF OCT 2 8 2022 VR/\ Virtual Review Assist, Inc. Plans Review completed and approve I for compliance with the 2020 FBC 7th ition by Debra Anne X(ahr PX2300 15'-9" 7'-4" ��6'- 11 SLOPE 5:12 SLOPE 5:12 17'-0" RIDGE VENT SLOPE\ SLOPE <7— > 5:12 5:12 9 SLOPE SLOPE 1< 5:12 0 Lo 7'-0" RIDGE VENT UT % < SLOPE SLOPE > 8'- 5/8" 2'-0" 5: 1-2 5:12 9 C) SLOPE 6" � 3'4'� 16'-6" 5:12 0 ROOF PLAN A-1 1/811 = 1 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 SPECWICALLY 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) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5112 PR 5�9/112) 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 6TH EDITION (2017) FBC, SECTION R806 FORMULA = S.F. / 300 (11300) * 144 (TO CONVERT TO SQ. INCHES) NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT = 1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT = 399 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 SO. IN. OF NET FREE AREA / �INEAR FT. *OFF-RIDGEVENTS 138 SO- IN. OF NET FREEAREA/ 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 SO- IN. OF NET FREE AREA / FT- FOR SHINGLE 36 SO. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDF-HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT 04 C14 C) C14 LO Ck 00 to < W 0 0 W < (D LO E 0 "0 C� 0 2 0 0) 13 < < 4t U LU -tn c.*4 c-0 E CD 0- W W W W W W �- C� WOS-j< < 0 W W 2 2 0 of z x z < 0 0 -j 0 < < 0 0 Z 2. 0 0 F -<J P: I-- 0 0 0 0U)W§6'tx00i�2z3:6 Co LLJ LL W �5 z W > Z W 0 W W W 0� 0� < :) >- 5 Z LL 0 W a- -z W z 0 W 0 Lo (L ILL < F- 0 W z> F- f- 0 W 0 D � W 62C) < 0 �4 z § < U- < 0 < < U- C:) C:) z " W 0 U) 5: (/) b (0 C:) Fz (y) (D (y) I'l- < a- -i Lq : � i U) U -- 'r, 11 z < W < Lq 0� a- cy) 112- :�E — 00 < >- < z Q z z ; W W _j 0 C:) 04 C14 C:) C14 C14 CD C:) 00 CY) (0 T- 00 — C:) N C:) " C:) N C) C) (*� C) (� C) ('� CD C� C) (*� CD C� C) C1.4 M W CD LO — W C) M C) C11) 1100 C) C:) C) d) C) 0 CD 0 CL.0 N > a (14 (D (y) 0 ICT 0 L0 CD (D 0 11-1 CO U) Z zo C) ILL! 0 W U) LLJ 0 r 5; 0 ::) EE 0 0 < 0 a- OWW2 0- :C -d- W Z W W :D < -117 M 0 - X Z 0 L: W Z 3: -j 00 >- Cr 2 <WO 1E z x ry') Z Z ILL 00 Lli 0 < �- 2 z c) 2i < 0 W >- U) U) Z z z i<O z 0 -Se (.) :5 0 0 w 1z A5 z W < -i C14 C14 Uj C) LAST PLOT DATE > Jul. 21, 22 z 0 EXTERIOR . ELEVATIONS A & —j ROOF PLAN