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MIS <br />r— <br />�I <br />a <br />co <br />N <br />12 <br />5L,,­7�,_ <br />F4 <br />T.O.P. a -- <br />HDR HGT. <br />SMOOTH <br />TEXTURED 11 11 <br />2nd FIN. <br />oil EEO 11 <br />12 <br />zz::::�5 <br />FRONT ELEVATION - Al <br />a ; <br />DECORATIVE SHUTTER <br />------- T.O.P. <br />__--_-- HDR HGT <br />2ndFIN. <br />FLR. <br />------- T.O.M. �. <br />HDR HGT.. <br />LEFT ELEVATION - Al <br />SCALE: 1 /4"=1'-0" <br />F.FL. <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 />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 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 />R703.7.3 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 />R703.4 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 6th Edition <br />(2017) 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 FOLLONANG VALUES, SEE ROOF PLAN" <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. 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 / SO. 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 />'Fomula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Dock -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 />zC <br />z�z <br />a <br />z <br />4--J w <br />O LU <br />EE <br />Cn � <br />U <br />o m <br />9MM <br />1..1..1 <br />~ <br />C t0 -, <br />O O N <br />U <br />=LLB <br />inn <br />O0 <br />N.0 B.D C <br />rn Op <br />5g�, <br />cl <br />z <br />iz <br />< <br />LL W <br />a E S S1 <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />z cV <br />0 0) N <br />>�f�00 <br />M <br />a M Lf) <br />11 cn•Ld' <br />a C LL <br />C e\ <br />F— _ <br />V CL � <br />Q <br />E 1­0 <br />z f0 <br />W <br />J <br />Z <br />w <br />za <br />Ei5 <br />F <br />z <br />�M <br />48,0 <br />O <br />Zww <br />OS 2 i <br />QW <br />w <br />�FF <br />J <br />WC <br />U ~ Z <br />^i <br />W <br />Ln <br />W <br />g� <br />< U <br />z <br />A <br />'L <br />Q <br />1` <br />F <br />o <br />N <br />0 <br />U <br />= <br />Q <br />H <br />:z <br />Lui <br />J <br />C8r-4 <br />z <br />0 <br />UJWU3 <br />z <br />SSSW 00��� <br />a <br />UJI <br />Lr') <br />I.LJ <br />W <br />X <br />a <br />C)z <br />z <br />_~ <br />0 <br />(-4 <br />06 <br />Z <br />g <br />LU <br />= <br />9 <br />LLI <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAMES <br />VERSION NO. 5n0 <br />SHEET NO. <br />3.1 <br />