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GENERAL NOTES: * G.C. VERIFY ROOF RITCH 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" OVERHAND 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, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 5TH EDITION (2014) FBC, SECTION R806 FORMULA = S.F. / 150 (1/150) - 144 (TO CONVERT TO SQ. INCHES) NET SQ. INCH REQUIREMENT ATTIC AREA = 1734 SQ FT VENTILATION REQUIRED = 1665 SQ IN VENTILATION PROVIDED AT RIDGE = 112 SQ IN iVENTILATION PROVIDED AT SOFFIT = 1561 SQ IN 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. USP RT15 STAGGERED ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-0" 12 T.O.M. 16 METAL DRIP EDGE USP A3 2X4 FASCIA ALUMINIUM WRAP 2'-0" ALUMINUM USP A3 SOFFIT \--PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS Wif MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" @10 off F1 I D TA L _3�/_4 = 1 -011 FPT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 04 8" 1 '-0" 1'-0" LE E� / 1 _O?ETAIL 3 4?- 6-11" 1. 71-4" SLOPE 5:12 15-4- C? C) �0_ SLOPE 5:12T 7'-0" RIDGE VENT SLOPE SLOPE 5�1 2" SLOPE SLOPE W N 1�_�5:112 ;tl�2�41 0. r 0 2'-0" 2' SLOPE SLOPE Ll L 8'-1 5/8" = -T 1 -1 9 =Cl L — — — — — 6" SLOPE 1 -Olt 5:12 �31-0" 161-6" T-O" 11 OOF LAN 1/811 = 1 1-011 SHINGLE ROOF---, 9 12 C? ELEV AT 18'-0" T.O.P. amilommilm ,/Ik ELEV AT 10'-0" 2ND F11_36kF�� ELEV AT 8'-8" T.O.M. 8 A&A ELEV AT 0'-0" 1 ST FLOOR FF FRONT ELEVATION A 1/411 = 1 1-011 12 51 _m ELEV AT 18'-0" 12 DECORATIVE 2 15 CEMENT11 IOUS FINISH rFLASHING 000- 4" SCORED STUCCO BAND DECORATIVE-� ELEV AT 10'-0" CEMENTITIOUS FINISH c� 2ND FLOOR FF rl- m ELEV AT 8'-8" CONTROL JOINT - - - - -- 7-11 T.O.M. Ar- az= 0 t A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE LEVA IONA (3"" 1111= 1-011 1111� 1/8 1 12 ,_ 15 1-0.. 4" SCORED STUCCO BAND 6" SCORED STUCCO BAND CONTROL JOINT 1-01. 4" SCORED STUCCO BAND ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF CONTROL JOINT ELEV AT 8'-8" T.O.M. DECORATIVE-� CEMENTITIOUS FINISH ELEV AT 01-01, — — — — — — — eel — — — — 1/811 = 1 1-091 L-4 12 51 -,o _fI_1jT_TI_I IITII HII 11 111] 11 111111 11111 1 111111 1111 11 1111 1 1 1111111 1 IT 11 11 IT 11 11 IT 11 11 IT 11 H_T_1T FH-T"u JI-M 1 11 IT-11 11 IT 11 11 IT It 11 IT 11 11 ELEV AT 18'-0" 3 INIT I! I I IT I IT 11 It IT 11 11 IT It It IT 11 IT 11 11 IT 11 IT If 11 IT 11 11 IT 11 11 11 11 1. 1 1 .. I[ IT 11 ti 9 —T. 0 - P 11-- X 16'-8" 116-4- C? ELEV AT 10'-0" 2ND FLOOR FF z \12 CONTROL JOINT CONTROL JOINT ELEVAT 8'-8" T.O.M. - w9f Ar— DECORATIVE_� _Ar- A/C UNIT 2'4'4�p CEMENTITIOUS AND PAD zo -FINISH ELEV AT 0'-0.1 — - — - — - - — - — - — - — - — - — - sk A_- 1 ST FLOOR FF GRADE LINE 7' LEFT ELEVATION A 1/811 = 1 1-011 �- w 11-0.. CEMENTITIOUS NOTE: APPLICATION OF PLASTER PECORATIVE CEMENTITIOUS FINISH) MUST BE IN ACCOR ANCE ITH ASTM C926 AND C1063 ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 5TH EDITION (2014) 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. NALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA / LINEAR FT. *OFF-RIDGEVENTS -138SQ.[N.OFNETFREEAREA/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/ UNIT FOR TILE zo C14 04 c\1 L V-4" II� 2" 2"7) V-811 FALSE FOAM LOUVER DETAIL TYP 9 1 11-0111 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON DRAWINGS. REFER TO 5TH EDITION (2014) FBC, RESIDENTIAL, SECTION R703.8. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED 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 FLASHINGS 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 LEAKPROOF, 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. *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 0 1 ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT 'S'OFFIT DETAIL 6 13/4 if 1-011 = 1 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT ASOFFIT DETAIL 7 It 1-011 3/4 = 1 V-4" 1 V-2" t - - - - - - - - - - CN COLUMN DETAIL 8 3/411 = 1 1-011 12" SQ CMU COLUMN, SMOOTHSTUCCO FINISH STUCCO BAND U) LLI it w 0 z ILL w 5; zo w 0 w w C-) 0 ow 2 -1 Lu z _j ILL LLI 04 0 co C3 Lo o z 04 w < Z 0 < 0 Fn LL c) z i-_ w > w z -,�mm w LL Z) 0 - p 0 w W ty u- w C) F- 0 011 Z U) Q < w o Z M Z < W (!) w W U) LLJ 3: W M 1: < U) E C) 0 >1 0'0- q 0 (V) IV 0 co) cj (n 1 2 +_ V) J 0 5? U cm U -0-0. m C: E -c - m 0 8 <0 4) < U Ci u Lu 70 00 C) C) 0 Fo 4) �1_ 'a � 0. (M/) ) w LLI L.Lf (6 w 0 W w -i w cc 0: zo Ix z LL'of <m, < Yoo w 0 < =1 - -J to jv)o�W.LEO cyx w oz2oct,_ 0 96'oRoomoz j I F- l- to 0 ir �66WW55wxz<,own �_ z U- CWD i(IL z y 0 z 0 w 0 0 u) 0 z LL Lu 05 W Z a. < < < ow 2 I`_ F- �Wa < z 0 LL < 0 LL c:) 0 04 Z W 0 F- U) > p (0 0 cy) < (V) %or.f u') CL co _j Co z < w u') cy) oo < < Z 0 F- z W w 0 Co C) C14 CN C) C) 0 (1) o Lb 0 qql- -0 Z Z - z 2) Lu IF- 0 Lu co W 5; 0 Lo Lij o a. X wms a_ X: W F- P-4 Z W U. F- w =) cn 0 3; F- X 2 o III Z -i >-< w 0 2zw a- Z Z ILL W 00 2 0:5 () < �- 2z a. w >_ >_ o < fy) U) S2 z z z r1+4 z: 0 F- z a. 0 0 z A5.A z z w _j w cy) (%4 LAST PLOT DATE > Mar. 15, 17 Z o EXTERIOR j ELEVATIONS & ROOF PLAN