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I I I I I i I I_ I' 1"+I'll' Ij I- I I 1 11,121 1 ii it I i I I I 11 2 1 1 _ t 1 t 111I r 1 �_ I I I <br />IN <br />12 <br />5� <br />T.O.M. <br />—------- --- <br />1'-O'L —— — — — — — — — — — — — — — — — — HDRHGT. <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED o <br />CEMENTICIOUS - ' <br />FINISH ON C.M.U. -1 00 <br />°0 <br />(TYP.) <br />25 SH 25 SH <br />5068 SGD F.FL. <br />REAR ELEVATION - B1 <br />SCALE: 1 /4"= V-0" <br />28'-0" RIDGE VENT <br />T.O.M. --- ---- <br />----4-O- - - --- <br />R HGT — — — — — — — — — — — — — — — — — — — — — <br />1'-0" 2'-6" <br />TEXTURED TEXTURED 2'-0" <br />CEMENTICIOUS CEMENTICIOUS <br />FINISH ON C.M.U. FINISH ON C.M.U. <br />(TYP.) (TYP.) <br />35 SH <br />F.FL. ---------------------------------- — <br />RIGHT ELEVATION <br />- B1 <br />1 /4"=1'-0" <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 SQ. 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 SQ. 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 SO. IN. OF NET FREE AREA / VENT <br />-Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />zo <br />— o <br />z CID <br />Z <br />Q <br />J <br />a. <br />� cn <br />W <br />� p <br />U — <br />w <br />OE <br />~ <br />V) <br />o 0 <br />U <br />W <br />g <br />mM M <br />C M Cl) <br />C) <br />S <br />C' Y <br />Q CM <br />a o <br />O <br />Q 0 <br />A , <br />B D® <br />N( 8 D C <br />�0 W 9 <br />�\ Gs••'�•at� <br />` S <br />� <br />o�1/ <br />LL • Z <br />Z <br />3 s <br />w <br />a <br />•' c <br />ILLI W <br />o <br />C <br />O <br />: m <br />M.0 C, <br />s�2F�( <br />� 9 _ C,... <br />• <br />� Q \ <br />��/11I1 I i i 110 <br />El <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 Sth 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 N <br />0 <br />M cO <br />> (� <br />M <br />Q <br />a cn•��t' <br />Q " LLLn <br />F— C' � inaUo-o <br />< <br />E" <br />Z tQ <br />J � <br />W <br />d" <br />jR <br />W p <br />z d <br />z,.,a�� <br />f F <br />UZOO <br />O <br />Z w w IX <br />Uzi <br />Q <br />OOzi <br />Sc, � <br />W <br />m <br />-!-. <br />i <br />J <br />w <br />Zo <br />r <br />� <br />LU <br />fZ <br />C) <br />0 <br />U <br />= <br /><C <br />a <br />Cro <br />Q <br />0 <br /><r <br />Ql <br />Q <br />J 7'•'•1 <br />C)UJ <br />LU <br />Y <br />f(� <br />X <br />U [Y a si <br />r4 <br />A <br />1 ` <br />a G <br />Z LLJ OaoJJ <br />LLJ <br />c�aZ3 <br />cc <br />� <br />Z <br />Z <br />'n <br />wa �. � <br /><�,o�Z <br />J <br />,-.i <br />Lij6i <br />Q <br />Q <br />Z <br />cc, <br />0 <br />ma <br /><UJz <br />M <br />Lf) <br />Z <br />`q' <br />m <br />� <br />� <br />� <br />= <br />o <br />aW <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />