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0 <br />N <br />GENERAL NOTES: <br />* G.C. VERIFY ROOF RITCH <br />ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) <br />IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />ROOF CRITERIA <br />- 12" OVERHAND U.N.O. <br />- PLUMB CUT FASCIA <br />- ROOF PITCH PER ELEVATION <br />- WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) <br />- SHINGLE LOADING <br />ROOF VENT CALCULATIONS: <br />NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT <br />LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE <br />INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR <br />EQUIVALENT SYSTEM PER FBC 5TH EDITION (2014) SECTION R806 <br />FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ <br />NET SQ. INCH REQUIREMENT <br />ATTIC AREA = 1245 SQ FT <br />VENTILATION REQUIRED = 1195 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 80 SQ IN <br />VENTILATION PROVIDED AT SOFFIT = 1120 SQ IN <br />PROVIDE FILLED SOLID CMU ABOVE <br />LINTEL TO TIE BEAM <br />FLASHING <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />USP RT15 STAGGERED <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ROOF SHEATHING <br />ELEV AT 8'-0" <br />- - - 12 - - - - T.O.M. <br />15 METAL DRIP <br />EDGE <br />USP A3 <br />�---- 2X4 FASCIA <br />�— ALUMINIUM <br />2'-0" WRAP <br />USP A3 ALUMINUM <br />SOFFIT <br />PT 2X4 LEDGER ATTACHED TO <br />WALL W/ 3/16" TAPCONS W/ <br />MIN 2-1/2" EMBEDMENT 6" O.C. <br />BTM AT 7'-6" <br />10 SO,F F I T D,ETAI L <br />3/4 - 1 -0 <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />(V <br />8" 1, V-0" 1, 1'-0" 1, 1'-0" 1, 1'-0" <br />11 LE�E��EAIL3/4 = 1-0 <br />15'-9" ,. 7'-4" 1. 6'-11" <br />0 <br />SLOPE <br />5:12 <br />W <br />\ U <br />pN <br />J <br />� I <br />7'-0" RIDGE <br />VENT <br />SLOPE SLOPE <br />5:12 5:12 <br />1'. <br />4" SCOREI <br />STUCCO <br />BAND <br />6" SCOREI <br />STUCCO <br />BAND <br />CONTROL <br />JOINT <br />1' <br />4" SCOREI <br />STUCCO <br />BAND <br />10 <br />FRONT ELEVATION A <br />1 /4" = 1'-0" <br />12 <br />,15 <br />ELEV AT 18'-0" <br />T.O.P. <br />DECORATIVE 1'-0" <br />iv CEMENTITIOUS ELEV AT 10'-0" <br />FINISH <br />2ND FLOOR FF <br />CONTROL JOINT <br />ELEV AT 8'-8" <br />T.O.M. <br />A/C UNIT <br />AND PAD <br />311— is <br />r` ti <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE <br />3 REAR ELEVATION A <br />1 /8 - 11-011 <br />�m <br />RIGHT ELEVATION A <br />1 /8" = 1'-0" <br />I 6 <br />- - - - - - - - - - 5. 51 <br />12 <br />I � <br />S\ LOPE SLOP <br />a- � I 5:12 5:12 <br />cn psi � <br />- - <br />SLOPE SLOPE 2'-0" 2'-0" <br />5:12 5:12 8'-1 5/8" <br />CD <br />SLOPE 6" <br />3'-0" 5:12 16'-6" T-O" . <br />1 ROOF PLAN A <br />118 - 1 -0 <br />: 1 <br />o W <br />N 2 <br />z�12 <br />5F__ <br />A/C UNIT 2'-0" <br />AND PAD T <br />1'-0" <br />ELEV AT 10'-0" <br />5 ELEV AT 8'-8" <br />T.O.M. <br />2'-0" A/C UNIT <br />AND PAD <br />UKAUt LINt <br />ELEV AT 18'-0" <br />T.O. P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />- - -- - - - - - - - - - - ELEV AT 8'-8" <br />T.O. M. <br />DECORATIVE <br />CEMENTITIOUS <br />FINISH <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />GRADE LINE <br />LEFT ELEVATION A <br />1 /8" = 1,-011 <br />13'-4" 12'-0" <br />cV <br />ti <br />CONTROL JOINT <br />CEMENTITIOUS NOTE: <br />APPLICATION OF PLASTER (DECORATIVE CEMENTITIOUS <br />FINISH) MUST BE IN ACCORDANCE WITH ASTM C926 AND <br />C1063 <br />ATTIC VENTILATION <br />ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA <br />BUILDING CODE 5TH EDITION (2014) RESIDENTIAL R806. <br />THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF <br />THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE <br />REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE <br />THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE <br />UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER <br />VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET <br />(MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF <br />THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION <br />PROVIDED BY EAVE OR CORNICE VENTS. <br />CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. <br />VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) <br />RIDGE VENTS -15 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />* OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT <br />* SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. <br />IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE <br />PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER <br />APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION <br />* LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE <br />36 SQ. IN. OF NET FREE AREA/ UNIT FOR TILE <br />N <br />o <br />N N <br />N <br />2" 2" <br />9]illFALSE FOAM LOUVER DETAIL TYP <br />= 11-011 <br />FLASHING NOTES: <br />DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON <br />DRAWINGS. REFER TO 5TH EDITION (2014) FBC, RESIDENTIAL, SECTION R703.8. <br />APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE <br />EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF <br />WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING <br />STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE <br />SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO <br />PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. <br />APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL <br />OF THE FOLLOWING LOCATIONS: <br />1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A <br />MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS <br />HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER <br />THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, <br />INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB <br />FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE <br />BUILDING OFFICIAL. <br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY <br />CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON <br />BOTH SIDES UNDER STUCCO COPINGS. <br />3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND <br />SILLS. <br />4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. <br />5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR <br />FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. <br />6. AT WALL AND ROOF INTERSECTIONS. <br />7. AT BUILT-IN GUTTERS. <br />* EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS <br />CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE <br />WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR <br />LINE OF THAT PARTICULAR ROOM <br />12 <br />15 <br />1'-0" <br />w6SO,FFIT DETAIL <br />3/4 = 1 -0 <br />7 SOFFIT DETAIL <br />3/411 = 1 -0 <br />`1 V-2" <br />12" SQ CMU COLUMN, <br />SMOOTH STUCCO <br />FINISH <br />STUCCO BAND <br />8 COLUMN DETAIL <br />3/411 = 1 -0 <br />ROOF FINISH PER <br />ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />ROOF FINISH PER <br />ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />9 <br />m <br />LD <br />w <br />= W <br />U <br />w <br />w <br />w Q <br />J <br />V <br />p <br />N <br />>�� <br />= <br />Zp <br />IxOUO <br />wZ_ <br />J <br />Nw a: <br />= m <br />.y rae ''. <br />e� % <br />U) <br />I— `✓w <br />$ <br />�OOcn <br />Z <br />� Z Ij <br />cx <br />�W2U <br />UO�p <br />Z <br />ppZ=Z <br />- s <br />wF _ <br />w <br />LL <br />=ohm <br />I=—I=a) <br />LO— <br />0 ^ o <br />V! L 'o c! U <br />cMN d <br />vi <br />co <br />•=- z o <br />O o <br />O u- o N Q <br />s u <br />I <br />�N V w Q� <br />L Q E c^J <br />D70a 'o <br />L!_I <br />oLd u J <br />wF-Q rK2 <br />wo1— <br />wgyzw z <br />Ll.o 0 w <br />U=0" <br />it0 <0<w<�UO0 <br />0 <br />O <br />1-- <br />O �0p0 <br />w <br />zw�OQOwYzw <br />�Q 0mOZ <br />zzQw <br />fn z <br />Q <br />QF <br />0w oa <br />z2Ua <br />LL <br />Ow <br />7) <br />Q <br />YpQv <br />OI <br />,La O <br />�Qz� <br />maw <br />O <br />O <br />N <br />Z LLJ <br />O I— <br />i 0 <br />0 <br />� co O <br />Q (n M � <br />rl- <br />Q W Lo <br />M <br />Q } Q O <br />z U <br />z� <br />W <br />Jc:) <br />O <br />(D <br />J <br />(o <br />O <br />(V <br />i <br />as <br />(V <br />i <br />4 <br />O <br />C <br />En <br />L <br />O <br />V <br />0 <br />_ <br />z <br />oz <br />WUI~- <br />wW <br />Q <br />U� <br />J <br />0 <br />p� <br />> <br />W <br />O0-= <br />ww <br />_ <br />(0 <br />H <br />L.L <br />Z <br />W I— <br />I— <br />w o <br />z <br />(� <br />} <br />V <br />�2z <br />Z z <br />r <br />W <br />0 <br />a2 <br />O <br />a M <br />vLZ <br />z N <br />�Q <br />U <br />a <br />co< <br />A50AW <br />_I <br />d' <br />M0 <br />(Y) <br />LAST PLOT DATE <br />May. 24, 17 <br />0 <br />EXTERIOR <br />J <br />ELEVATIONS & <br />ROOF <br />PLAN <br />