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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS _ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYR) <br />EXTENDED <br />OVERHANG TO <br />- BE CENTERED <br />ON DOOR <br />- T.O.M. <br />HDR HGT. <br />-0111 <br />-----J <br />--F.FL. <br />14'-0" RIDGE VENT <br />it <br />REAR ELEV <br />1" x 9" SMOOTH <br />12 TEXTURED <br />�5 FREEZE BAND <br />T-0" RIDGE VENT <br />--— -z_ 12 8"x8" SMOOTH <br />12 ool- <br />r r <br />_ - <br />T TT— - - �— _ 5 TEXTURES CORBELS <br />5 <br />' I <br />3 TAB SHINGLES. ROOF <br />— <br />' � ' — - - ' ' �..=r � I i I i i I _L -•-- � �- I� I _. � �_�I _ —i' r"T= _ INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />- - - - - - - - - - T.O.M. <br />1'-0" - - - - - - -1,-0" HDR HGT. <br />— — — — — — — — — — <br />lo <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />TEXTURED <br />2'-0" CEMENTICIOUS <br />o FINISH ON C.M.U. _ <br />(TYP.) TEXTURED 00 <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />----F.FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />TION - B <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION - B <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES" <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.6.3 Water-Resisitive Barriers. <br />Water-resisitive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paperbacked <br />stucco lath) over an approved synthetic house wrap. <br />R703.8 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry contructions with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 5th Edition <br />(2014) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated. Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. <br />** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)172 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed <br />a <br />(D U.) <br />zM <br />0 <br />— o <br />Z <br />Q <br />Z Q <br />� <br />O <br />U) Z <br />Ln (D <br />QD csa <br />-N <br />'u - <br />O U-1 <br />E <br />E <br />o <br />c%i r <br />o 0 <br />m� <br />�% <br />L1J <br />Q1 M <br />C N M <br />I.— E <br />®col <br />m o - <br />C N <br />Oo0 <br />vo <br />c LL 0 <br />5 <br />Ii + <br />CY <br />�aao <br />u7 O"t <br />rn <br />rnQo <br />A' <br />B D. <br />NCB,DC <br />�o <br />1 <br />� <br />... <br />to off. <br />�y. F•F+S <br />• • <br />cc <br />cS co <br />z <br />- - �? CDw <br />LL . <br />�a'O., <br />U_ <br />yy}}¢¢ <br />EL8. <br />4�y a � �'r <br />a <br />0)�,cn X-RFLs� <br />0 <br />W +� O <br />Nqks. S <br />M <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />0 <br />Z cV <br />O (L) N <br />I --I 4-+ O <br />U) , =5 t�o <br />r>-I M <br />Lr) <br />Q��O <br />z <br />7>7 <br />C)- <br />F- M <br />.ro <br />cl� U p- <br />Q � <br />E <br />z <br />C:) <br />WUJI <br />J <br />Oz <br />Wo <br />zo <br />a <br />Z <br />WQOoa <br />tr <br />U z <br />O <br />L) <br />Z w w U <br />QR <br />=QWz <br />� Lu <br />L1J <br />a}O.�o <br />cc <br />o <br />_I <br />W <br />W o <br />z z <br />Qo <br />zz <br />0 <br />T'I <br />Q <br />Z <br />M <br />W <br />O <br />o <br />L <br />' <br />Q <br />V <br />Ui <br />(a <br />Z <br />Q <br />z <br />J Q <br />J <br />¢�0 <br />pnn <br />fV <br />zaao< <br />w Q ¢ JQ <br />Q <br />�oLU <br />F- � <br />Z <br />W <br />No, <br />Lr) <br />¢0oZ <br />oJ <br />wdio <br />M <br />Q <br />Z~8 <br />Q:�z <br />=Q <br />Z <br />aZ <br />J 0 <br />m <br />� <br />J <br />LlJ <br />= <br />Q Ln <br />a <br />L40 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO, <br />211110 <br />SHEET NO. <br />3.2 <br />- <br />� ��—7� I _T_— <br />