Laserfiche WebLink
0 <br />00 <br />T.O.M. <br />CE <br />FINI <br />F.FL. <br />T.O.M. <br />c <br />oc <br />4' OFFRIDGE VENT —4' OFFRIDGE VEN <br />12 12 <br />=T --T — <br />3 TAB SHINGLES. ROOF <br />16'-7" INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />-------------------------------------------- <br />REAR ELEVATION <br />4' RIDGE VENT <br />- Al <br />SCALE: 1 /4"= V-0" <br />12 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />TEXTURED <br />MENTITIOUS <br />iH ON C.M.U. <br />(NP•) <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />114. <br />2'-0" <br />RIGHT ELEVATION - Al <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 -Resistive Barriers. <br />Water -resistive 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 (paper <br />backed 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 constructions 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 R805. <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 11300 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 FOLLOWNG 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 / SO. FT. <br />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />e,`�t�iSllllllf/117//�t <br />�-• •' �S <br />�rLC7•• <br />i <br />••.� <br />J 0Q4O <br />� <br />• chi <br />J <br />5� �\ <br />� <br />r% F�" <br />oR <br />O F•E S SRO <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building <br />Code - <br />Residential 6th Edition. Engineers signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />t» <br />W <br />v8 <br />Q <br />OD <br />O <br />Nm cpippt00 <br />N 00 <br />Ci <br />O O <br />M N y <br />J J <br />pNp LL LL <br />0 <br />N <br />; A <br />�LLr <br />J at w w <br />u LL a a <br />- M <br />a <br />!n rn M <br />;CLL <br />w N <br />aairY <br />13 <br />- <br />Cn <br />moo <br />Wmon'° <br />rcoyg_ <br />�E°_'O' <br />mD <br /><oa0 <br />W <br />IL Z <br />V m o <br />QZ <br />O <br />N °< <br />Z <br />❑D❑❑ <br />W <br />M � <br />— <br />QNQ <br />p Q <br />z <br />Q — <br />d N <br />U) <br />N <br />_ M <br />m <br />''z^^ <br />V LL <br />o <br />U <br />a <br />0 <br />N <br />w <br />c o <br />Ln <br />=:) <br />U m <br />w � E;.. <br />1CJA <br />S � <br />$ <br />z <br />C)'o <br />CDtffil <br />Q o <br />14 <br />o <br />� <br />w <br />M <br />M <br />pS <br />Z <br />Z <br />Q <br />Q <br />t0 E <br />0 <br />�p <br />O Z <br />z <br />f <br />Qo <br />Z <br />oa <br />E <br />Z <br />I— to <br />_ <br />o E <br />N <br />x0 <br />�0, <br />o <br />&% <br />wz <br />i <br />�o <br />_ <br />p <br />"m <br />r O <br />rx <br />Z <br />ZZ <br />v <br />fn J <br />¢ ° <br />w <br />Z <br />cn <br />$� <br />� <br />go <br />�w <br />W <br />Mill! <br />CID <br />W < <br />a O <br />z a <br />0 <br />>M <br />ci <br />� <br />^L1 <br />W <br />co <br />0 <br />L.n <br />C <br />m <br />r <br />0 O <br />LO <br />.V <br />>, N <br />T1 <br />2 <br />tro- <br />T <br />Lo <br />r <br />T <br />ai <br />M <br />CD <br />C'M <br />c <br />Z <br />M <br />Z <br />E O <br />a <br />E <br />U � <br />Q p <br />� <br />JOB <br />NO: <br />20-1131 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />