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PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H1OA-2 STAGGERED, SEE DETAIL 13/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-0" 12 T.O.M. � 5 METAL DRIP EDGE (S) A23 2X4 FASCIA - ALUMINIUM 2'-0" WRAP (S) A23 ALUMINUM PT 2X4 LEDGER ATTACHED TO SOFFIT WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" 12 SOFFIT DETAIL 3/411= 11-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED tV 0 0 O 8" 1'-0" 1'-0" 13 LEDGER DETAIL T-8" i. 714" 19'-0" 6" SC 7/8" S 6" X Cl PLASTEF 16" X Cl PLASTEF 5/8" STUC / 10 \ SHINGLE FRONT ELEVATION A 1 /4" = 1'-0" 12 b 15 5 CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 18'-0" T.O.P. 2 ;r. ELEV AT 10'-0" 7/8" STUCCO o w 12 2ND FLOOR FF ON FRAME _ CONTROL _ "� JOINT 5' _ ELEV AT 8'-8" T.O.M. o WEEP—7 SCREED tO A/C UNIT 5/8" STUCCO '� AND PAD ON CMU ELEV AT 0'-0" 1ST FLOOR. FF GRADE LINE 3 REAR ELEVATION A 1/811= 11-011 0 —N— — — — — — — — — -- SLOPE 5:12 1 4'-0" OFF ON RIDGE cU) Lo ROOF VENT I SLOPE SLOPE �— 5:12 5:12 w I a ON I 12 ,15 12'-0" CASING BEAD W/ _ I!? WEEP HOLES _ O ti OVER FLASHING 5 CONTROL. o w CV = 11 - - - - - A5.A - - - - - - - WEEP — SCREED 1 _ _ I I - - - - - - - GRADE LINE ARIGHT ELEVATION A SLOPE SLOPE 12 5:12� ---- o I SLOPE 5:12 I o -- -- ------ — --�� 6" 41 1 ROOF PLAN A 1 /8 = 1 -011 A/C UNIT AND PAD 1 /8" = 1 '-0" LEFT ELEVATION A 1 /8" = 1 '-0" 7/8" STUCCO ON FRAME ;1 P, �' �'-T�/ ELEV AT 18'-0" T.O.P. 12'-0" 1 t-Ott ELEV AT 10'-0" 2ND FLOOR FF CONTROL — JOINT _ 12 ELEV AT 8'-8" - T.O.M. 2'-0" A/C UNIT AND PAD i� ELEV AT 0'-0" 1 ST FLOOR FF 5/8" STUCCO ON CMU 7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 5/8" STUCCO ON CMU ELEV AT 0'-0" 1ST FLOOR FF ELEV AT 18'-0" T.O.P. SING BEAD W/ WEEP HOLES ER FLASHING ELEV AT 10'-0" / 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 11 A5.A ELEV AT 0'-0" 1 ST FLOOR FF GENERAL NOTES: FLASHING NOTES: * G.C. VERIFY ROOF RITCH DUE 10 CLARITY NO] ALL REQUIRED FLASHING ARE INDICA71 EIJ UN 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 (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF ROOF VENT CALCULATIONS: THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY 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 INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL WOOFORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) = 5. WHERE EXTERIOR PORCHES, DOECKS JECTING OR STAIRS ATTACH TO A WALL NET SQ. INCH REQUIREMENT OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. ATTIC AREA = 1222 SQ FT 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 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: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS 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 LINE OF THAT PARTICULAR ROOM ATTIC VENTILATION 12 ROOF FINISH PER ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA __15 ELEVATION BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. ROOF SHEATHING THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE MANUFACTURED REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE ROOF TRUSS 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 METAL DRIP EDGE THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION 2X4 SUB -FASCIA PROVIDED BY EAVE OR CORNICE VENTS. 2X2 #2 P.T. MIN. W/ J-CHANNEL SECURED @ 1'-0" ALUMINIUM WRAP CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF 24" O.C. FASTENED TO PLAN. 1" ALUMINUM (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) WOOD W/ 0.148" x 3 4 @ SOFFIT * RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA / LINEAR FT. 16"O.C. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. 6 SOFFIT DETAIL 3/4 11-011SHINGLE AND UNDERLAYMENT NOTE: ROOF FINISH PER ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE 12 ELEVATION R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL 15 SHINGLE UNDERLAYMENT SHALL COMPLY WITH ROOF SHEATHING SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL MANUFACTURED GENERAL NOTES: ROOFTRUSS APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE INSTALLED IN ACCORDANCE WITH FBC R703.7, ASTM C926 METAL DRIP EDGE AND C1063 2X4 SUB -FASCIA 2X2 #2 P.T. MIN. W/ J-CHANNEL SECURED @ ALUMINIUM WRAP 24 O.C. FASTENED TO 6" CMU W/ 3" LONG T-NAILS ALUMINUM @ 24" O.C. SOFFIT 1tt 4„ 1 , " NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND iv iv CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL o - o - _' oo _! 00 7 SOFFIT DETAIL �N� FEPS OAM 3/4 - 1 -0 2" o _-ASTUCCO DETAIL 9A STdUCCO ,DETAIL 00, 2"-'1 1`-2" r10 BRACKET DETAIL 111-1-0 11 Ali i j Ll 12" SQ CMU COLUMN, SMOOTH STUCCO FINISH STUCCO BANDi 11 COLUMN DETAIL /d 11-niv 1' 3Y raw¢ •pis 7;i.: U6 6ILa to , CC ..: E ^, W L 'o ``? co m coo E t mo D O �o O o 2 0 0 Q •:n t U� � I ' W Q � cc)O E ri yr y„ m a� __ a F— ❑- v- W°F- W W~ Q Lu w J w§ Y Z w Z w W=) JV0 LLc)°L JO Q 0 Z)a0 ZuWti0Z200E-¢~ Q acn0§aoZo2oom'o � (� O i CL zYOZZL-0O W C cn Z a~w°U�v�-UWo��°a °°Q ° 5 OQZ¢ LL �¢� f O O N Z W z U') Q L10 M Ln (LL c� a. z Q W Q � Z I- W Lu d- N 0 N N N Lo 0 co L0 Q z w O 0 w z Q M CD 00 00 O O O � 1'-4" 1 0 0 0 0 0 0 0 1°-2" N N N N N N N 0p N M N N O 6 6 6 O O N T 0 00 0 0 00 s 1 ;n L c- 0 0 0 0 0 0 1 C'41 c+ 'IT I Lo I CD Ir` 1 .> z z . z o owin N w�> Q Ua -0 �� a ~ OW7Q •— Lo Z ZOfI.- � _ F-m0z �. �o W QZ T-1 CLZzLL Lu MMN O-12W Q W LD z z Z 2Q0 Z ~ U 32 g OV a MM0 W � z w J z w 14 LuMC) ,I- IT LAST PLOT DATE — > N Feb. 26, 21 EXTERIOR z 0 ELEVATIONS & —j ROOF PLAN