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(V PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM -- FLASHING PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 11/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-8" _ _ 12 T.O.M. 5 METAL DRIP EDGE (S) A23 2X4 FASCIA eT� ALUMINIUM •; 2'-0" WRAP A23 ALUMINUM ��(S) SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" 10 SOFFIT DETAIL 3/4 — 1 -0 PT 2X8 LEDGER ATTACHED TO WALL W/ 318" X 5" TITEN HD AT 12" O.C. STAGGERED o o o 8" V-0" I 11 LEDGER DETAIL 3/4" = 1'-0" 3'-8" 7'-4" 19'-0" 0 OC'4 77 c) Lo 4'-0" OFF RIDGE ROOF VENT SLOPE SLOPE �5:12 5:12� I I SLOPE o, L — — — 'f` 1'-0" SLOP 5: 12---- SLOP 5:12_ 1 ROOF PLAN B 1 /8 — 1 -011 8 — CASING BEAD W/ WEEP HOLES OVER FLASHING SHINGLE ,-- ROOF 12 15 6" X 1"THK CEMENT PLASTER BAND 16" X 1"THK CEMENT PLASTER BAND Y-3" CONTROL -JOINTS - - - - M �O o w CV = 9 k5.B WEEP SCREED 6" X 1"THK CEMENT PLASTER BAND 5/8" STUCCO ON CMU CONTROL JOINTS ININININININININI ININININININININI INININININININI Imimillimimimim!E1 ASSUMED GRADE FRONT ELEVATION B 1 /411 = 1 1-011 12 6 15 5•B CASING BEAD W/ WEEP HOLES OVER FLASHING ! ELEV AT 18'-0" T.O.P. Z =r? ELEV AT 10'-0" 7/8" STUCCO o w~ 10 2ND FLOOR FF ON FRAME N = CONTROL 5 B _ JOINT ELEV AT 8'-8" T.O.M. WEEP SCREED A/C UNIT AND PAD 5/8" STUCCO ON CMU ELEV AT 0'-0" sk 1ST FLOOR FF GRADE LINE 3 REAR ELEVATION B 1 /8 — 1 -0 12 e ! 15 5.B _ ! ! 7/8" STUCCO ! 9"N'' W'' ON FRAME Lu I I ELEV AT 18'-0" CASING BEAD W/ _ I T.O.P. WEEP HOLES 7 12'-0" 13'-8" 12'-0" OVER FLASHING 5.. z= M ELEV AT 10'-0" 2ND FLOOR FF CONTROL = `� CONTROL JOINT JOINT _ _ _ _ _ 12 ELEV AT 8'-8" �- T.O.M. WEEP SCREED 2.0, A/C UNIT CDAND PAD ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE 5/8" STUCCO ON CMU RIGHT EEVATION B 4 -0L 12 5� A/C UNIT 2'_0'''J AND PAD LEFT ELEVATION B 1 /8" = 1'-0" GRADE LINE ---7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. ----5/8" STUCCO ON CMU ELEV AT 0'-0" 1ST FLOOR FF GENERAL NOTES: FLASHING NOTES: * G.C. VERIFY ROOF RITCH DUE 10 CLARITY NO I- ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL ROOF CRITERIA FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT - 12" OVERHAND U.N.O. WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED - PLUMB CUT FASCIA CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE - ROOF PITCH PER ELEVATION FOLLOWING LOCATIONS: - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A - SHINGLE LOADING MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES ELEV AT 18'-0" ROOF VENT CALCULATIONS: (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF _ - T.O.P. THE OPENING,INCLUDINGCORNERS,REQUIREADDITIONAL FLASHING BE OMITTED WHEN SPECIFICALLY 1'-0" NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT APPROVED BY THE BUILDING OFFICIAL. LOCATIONS, QUANITIES, AND SIZES, ROOF VENTS SHALL BE 2.AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY C C ONSTRUCTION WITH FRAME STUCCO WALLS, WITH PROJECTING --- 7/8" STUCCO INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR LIPS ON BOTH SIDES UNDER STUCCO COPINGS. STUCCO ON FRAME EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. - CASING BEAD W/ FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) = 4. 5. CONTINUOUSLY O WHERE EXTERIOR ABOVE PORCHES DECKS STAIRS TRIM.ATTACTO A WALL WEEP HOLES OVER FLASHING NET SQ. INCH REQUIREMENT OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. ELEV AT 10'-0" ATTIC AREA = 1222 SQ FT 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 2ND FLOOR FF 9. AT ROOF CRICKET OR SADDLE. VENTILATION REQUIRED = 586.56 SQ IN 10. AROUND ROOF OPENINGS. VENTILATION PROVIDED AT RIDGE = 276 SQ IN * EGRESS NOTE: ELEV AT 8'-8" EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS T.O.M. VENTILATION PROVIDED AT SOFFIT =1008 SQ IN CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR 12 ROOF FINISH PER LINE OF THAT PARTICULAR ROOM ELEVATION 15 ROOF SHEATHING ATTIC VENTILATION MANUFACTURED ROOF TRUSS ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION ((2020)) RESIDENTIAL R806. THE MINIMUM NET FREE VEN71LATrNG AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE METAL DRIP EDGE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE 2X4 SUB -FASCIA THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE 2X2 #2 P.T. MIN. W/ UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER ELEV AT 0'-0" J-CHANNEL SECURED @ 1'-0" ALUMINIUM WRAP VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY BELOW THE RIDGE OR HIGHEST POINT OF — — 24" O.C. FASTENED TO THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION 1ST FLOOR FF WOOD W/ 0.148" x 3 @ - ALUMINUM PROVIDED BY EAVE OR CORNICE VENTS. 4' SOFFIT 16"O.C. NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND PLAN. CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) ACCORDANCE WITH R704.2 FBC 7TH EDITION 2020 -RESIDENTIAL ( ) RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT SOFFIT - 8" TRUSS HEEL * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. NOT ENOUGH VENTED SOFFIT IS ED DUE TO IRE 6 it=1 DETAIL 3/4 — -O PROTECTION THE CONTRACTOR SHALL UDSE DECK-AIROFOTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. ROOF FINISH PER 1215 ELEVATION GENERAL NOTES: ROOF SHEATHING APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE MANUFACTURED INSTALLED IN ACCORDANCE WITH FBC R703.7, ASTM C926 ROOF TRUSS AND C1063 `> SHINGLE NOTE: METAL DRIP EDGE 2X2 #2 P.T. MIN. W/ 2X4 SUB-FASCIA ASPHALTSHINGLES ARE IN ACCORDANCE WITH TABLE J-CHANNEL SECURED @ a 1'-0" ALUMINIUM WRAP R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL 24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS ALUMINUM @ 24" O.C. SOFFIT NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL SOFFIT DETAIL 7 pia -1_n c 1" N 0 x ap EPS FOAM Z� ,-] BRACKET DETAIL Al"1 n 1 5" 1 3" L 8" � o0 o00 EPS iv FOAM �oj 9 BR ,IRA CACKET DETAIL , N 0 cq O ,mot co Lo tit x 0 a Q _ _ - 4�Iry• - i w 0 z Q U1 0 L 0 i'o W L In U co N in V -� O - y a co W o O 2 o CODOro mQ u .s 6 �2 .^^(n, w Q� N 7W L O0 E m LLI �� v� wO�- w w J w2 O Lu y z w O�W<LE0O2JOUg� Q ¢ ¢zLu ��7��Op00moz o Z Oa�zY0HzLL 00W ��¢¢a ,wWoU0W o Ci p¢ZQQ LL¢ O ILL f w O O OW u =j N > r O `M O 0 J � (LL W Q Ln Z U W Lu J� to mi 1, ♦ �� l\li/l CO r 00 r 00 r' O N O N O N r N O N O N O N O N O N O N O N N 0' O O r O r 00 cV A CD N 4r O CDO O O CDr O O r N O O o 1C.0 O .L L ; r r 0 N 0 M 0 1q, 0 tS') 0 CO 0 f- 1 ■> Z Z ZO W Uo�o Ui � N 2 Q '� Oa=Q Loz zLuF� Q �m0z F.- z I— vZ J Q � 5. Z of ,-1 IZ Z z ILL uj IMF Og<w w Lzz Q Z T--q �QO ■ �c Z g U O0 CL MM0 W � Z Z z w J Co W u') C) N O N LAST PLOT DATE Feb. 9, 21 EXTERIOR ZA--+ 0 ELEVATIONS & J ROOF PLAN