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! _l _I __ r — � r d1.l3, n •rC L wr �^� 1 !II I. I L � __ 11 ,. I I _ I 1�___ ! "•l' 1 II�N. PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM 6" X 1"THK FLASHING CEMENT PLASTER BAND PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. 16" X 1"THK S H10A-2 () STAGGERED, SEE DETAIL 11/A5 CEMENT PLASTER 1'-3" ROOF FINISH PER ELEVATION BAND UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-8" DRIP CASING BEAD 12 T.O.M. AT BOTTOM OF 15 METAL DRIP STUCCO BAND EDGE (S) A23 6" X 1 "THK CEMENT 2X4 FASCIA PLASTER BAND ALUMINIUM 2'-0" WRAP (S) A23 ALUMINUM 5/8" STUCCO ON SOFFIT CMU PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT DETAIL 3/411 = 11-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED LEDGER DETAIL 3/411 = 11-011 E3 1'-3" CONTROL -JOINTS CASING BEAD W/ WEEP HOLES OVER FLASHING SHINGLE ,-- ROOF CONTROL JOINTS I ININININININININI INININININIENNI:m] INININININININIMI lmiml�mmiml �mi FRONT ELEVATION B 1 /411 = 1 1-011 ti 12 CASING BEAD W/ WEEP HOLES §1ZI OVER FLASHING ELEV AT 18'-0" 7/8" STUCCO o w CONTROL 10 ON FRAME - iV _ - - JOINT 5' _ WEEP SCREED 5/8" STUCCO F_ ON CMU T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. A/C UNIT AND PAD m ELEV AT 0'-0" 1 ST FLOOR FF �-- GRADE LINE 3 REAR ELEVATION B 1 /8 - 1 -0 12 15 WEEP CREED r -I ASSUMED GRADE 12 n �5 5. 7/8" STUCCO ON FRAME ELEV AT 18'-0" CASING BEAD Wl T.O.P. �1 I II I 11 3 -8 7 -4 I !I 19 -0 WEEP HOLES OVER FLASHING 7 # 12-0 13-8 12-0 1 11 1 -ll 0 5 ELEV AT 10'-0" - O ~ 2ND FLOOR FF _ — — — — — — — — — CONTROL JOINT c = "� CONTROL JOINT I I - - - - - 1s ELEV AT 8'-8" i 4'-0" OFF I - T.O.M. I 0� RIDGE I WEEP -JIb ROOF I SCREED 2_p „ A/C UNIT VENT 1 AND PAD I I I ELEV AT 0'-0" I 1ST FLOOR FF I I GRADE LINE 5/8" STUCCO ON CMU 1 RIGHT�F- 1 4 8 10 1OP 5:12EVATIO11 5102P1 I I I I 6 12 5 STUCCO 5• w `- --H ON FRAME ON ON n u _ III ELEV AT 18'—011 I � T.O.P. I 11 1 1 11 12 -0 1 1 8 -1 0 1 11 12 -4 z = C? ELEV AT 10'-0" O F_ 2'-0" 2ND FLOOR FF CONTROL = CONTROL JOINT JOINT SLOPE �-5:12 SLOPE - - - - - - - ELEV AT 8'-8" I 5:12—� — — — — 5 - - - - - - - - - - T.O.M. SLOPE WEEP co I 5:12_ co A/C UNIT 21-pll SCREED _ L---- — ------ AND PAD Fb 5/8"STUCCO ate 1'-0" 11-01 ® ON CMU ® ELEV AT 0'-0" - - - - - - - - - - 1ST FLOOR FF GRADE LINE ROOF PLAN B 1/811= 11-011 LEFT ELEVATION B 1 /811 = 1 1-011 GENERAL NOTES: FLASHING NOTES: * G.C. VERIFY ROOF RITCH 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 PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF 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 HE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL T.o.P. 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 CONSTRUCTION WITH FRAME OR 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. 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) = WEEP HOLES OVER 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES DECKS OR STAIRS ATTACH TO A WALL 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. * EGRESS NOTE: VENTILATION PROVIDED AT RIDGE = 276 SQ IN 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 ROOF FINISH PER LINE OF THAT PARTICULAR ROOM 12 —15 ELEVATION ROOF SHEATHING ATTIC VENTILATION MANUFACTURED ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA ROOF TRUSS 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 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 1ST FLOOR FF 24" O.C. FASTENED TO ALUMINUM WOOD W/ 0.148" x 3 @ � �" THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 16"O.C. SOFFIT 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. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA / LINEAR FT. ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. SOFFIT DETAIL - 8" TRUSS HEEL IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE 6 it PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER 4 _ - APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. ROOF FINISH PER SHINGLE AND UNDERLAYMENT NOTE: 1215 ELEVATION ROOF SHEATHING ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE MANUFACTURED R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL ROOF TRUSS SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL •' METAL DRIP EDGE GENERAL NOTES: 2X4 SUB -FASCIA 2X2 #2 P.T. MIN. W/ ALUMINIUM WRAP J-CHANNEL SECURED @ 1'-0" APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE INSTALLED IN ACCORDANCE WITH FBC R703.7, ASTM C926 24" O.C. FASTENED TO AND C1063 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:1 7 - d = - 6" 1" All N (V o o EPS 00 ii Z FOAM iv 5" 1 " 13" Ill _„ (V CV oOD EPS ii FOAM N'SLOMLWI�� N 0 N h N v 000 ul w •, y� , e .t.� E, w z 00 C U N 7 M 2 0 2 8 } o g " L U I3- < `V) w CQ W L O C M a a a a LLI 0 LLB Dui vi wo w�Fg- �g_3 ��YZO: z Q�2 JWo�:wwu_Uoo Jo Q U D(�X Zw OzmO l.-Q~ cnww OWOZmZj U (�0 W Z J�,aozYeaz ,�0Wo�J gw$ Vim¢ ¢~wo��N oQ o a o¢Q w a O O OW V) = O CD Q U) tD M In ((J)/) LL waa-4 Lq cn z�� 00 Z WLLJ o J N c�coao000 T-- T-- T.- N O O N CD N N O N O N O N N C6 N I,o 6 O O 0) O CO N � A o N 0 T.-0) 0 00 O O � O � N 0 O N C L 2 i 7 O N O M o �' 0 to 0 CO 0 ti z ZO � U5EE W W !A r� oz 1 W •y Z z LU w H =m0 uj Z mZ w mzx rl 0_ a Z Z LL. 00 Q L)a>-, �Zz ■ z T--I m a p �t z U g v a 0 W � z Z z w J Lu N o NLAST PLOT DATE 0 > Apr. 27, 21 ZEXTERIOR 0 i ELEVATIONS & ROOF PLAN