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12 <br />5� <br />12 <br />�5 <br />CV <br />F_ <br />CJ <br />J <br />---------------------J-- <br />/W—EEP -------------------------^-- ----J/WEEP------------[---------FLRFIN. <br />C <br />---- T.O.M. <br />------------------- — <br />-------------- <br />TEXTURED <br />CEMENTICIOUS <br />s <br />FINISH ON C.M.U. <br />------------- <br />ROOF TO BE <br />CENTERED ON <br />DOOR <br />---------------------------�_ F.FL. <br />REAR ELEVATION - A <br />SCALE: 1 /4"= V-0" <br />00 <br />19 <br />---------------- T.O.P. <br />HDR HGT. <br />---------------_ 2ndFIN. <br />T.O.M. <br />F.FL. <br />LEFT ELEVATION - A <br />SCALE: 1 /4"= V-0" <br />r <br />N <br />00 <br />F_ <br />14. <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 o <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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <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 />m <br />o <br />O <br />_ <br />m <br />Q <br />In (J <br />Q) cr3 <br />Lu <br />•U — <br />O W <br />V) <br />F <br />E <br />0 <br />(n <br />cn <br />0 <br />Ll9 <br />�C0 <br />C (6 M <br />L) <br />mapF— E <br />m70m <br />O `o 0 <br />� dj <br />C) <br />�r-LLCO <br />N <br />Y <br />fn a c) <br />u7 0 "T <br />NEENNIME '� & <br />Q o <br />I <br />N C B D C <br />1 <br />ro �a <br />A I <br />LtJ <br />i � <br />�tl�" <br />.n <br />V N ,, �® s.a,* <br />-!,C LL LL <br />e y� <br />Z 0L <br />a-�, <br />�4OE, <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 />� <br />0 <br />ate-+ <br />M O <br />I>—t <br />M <br />a (J) � (13 LI) <br />to q <br />- r <br />Q U_ <br />0- <br />I— , rn <br />oC V <br />00 <br />Q <br />Z E <br />LULU C:) <br />Cr' <br />F- <br />oz <br />�o <br />W � <br />z Qa <br />z� <br />v J <br />< a <br />~ <br />z <br />0 <br />z 0 <br />O <br />U <br />Z w <br />_ <br />=oWz <br />8Lu <br />of N <br />W <br />w <br />on Lu <br />J <br />W <br />oLn <br />z z <br />} O <br />ww <br />¢z <br />z� <br />z <br />-0 <br />, ` <br />�� <br />N <br />f— <br />s <br />> <br />N <br />Z <br />o <br />v' <br />¢ <br />9 z <br />° w <br />F <br />Q <br />°o <br />0 <br />X U,6Q <br />V2 J <br />fV <br />A <br />1 '` <br />z wp� c, <br />Z J <br />`a <br />N <br />a <br />rO w <br />LU <br />$� <br />z <br />wN <br />Ln <br />LLj <br />o <br />ira�� <br />=a�� <br />,-- I <br />iLi <br />o z o <br />C)xa <br />wHl- <br />Q <br />ztu— <br />z <br />Q�z <br />� <br />aZ <br />J 0 <br />m <br />rn <br />g <br />= <br />az <br />, -I <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />