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I L. <br />12 12 <br />5� >.- - �5 <br />3 TAB SHINGLES. ROOF - .-- - - <br />INSTALLED AS PER = - -- <br />MANUF. SPECIFICATIONS - 12 HEEL <br />_ _ _ _ _ _ _ _ _ _ _ _ _ <br />- - �_. ,. - - -- --- -` - --- CV <br />- ---------------------- - - - - - - <br />. <br />F4 TOM <br />--------------- HDRHGT <br />1" x 9" SMOOTH I I 5 <br />TEXTURED <br />HEAD/BAND ❑ I I TEXTURED <br />CEMENTITIOUS FINISH <br />11:71!� I I 1 ON C.M.U. (TYP.) a <br />2" x 4" SMOOTH <br />TEXTURED <br />SILL /BAND <br />I---F.FL. <br />12 <br />5L,--' <br />1'-0" <br />4' RIDGE VENT <br />FRONT ELEVATION — B1. <br />18' RIDGE VENT <br />PRE -ENGINEER TRUSS <br />—REFER TO FRAMING PLAN <br />FOR BEAM SIZE <br />--- 2"x4" TYP. <br />5/8" TEXTURED OVER MTL. <br />LATH & 7/16" OSB SHEATHING <br />& FRAMING AS REQ. <br />REFER TO FLOOR <br />PLAN FOR POST SIZE <br />2x FRAMING AS REQ. <br />POST TO CMU <br />CONNECTOR - REFER <br />TO FLOOR PLAN <br />(1) 2"X4" TYP <br />(2) 2"X6" TYP <br />—SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />(: ) C1_1 <br />OLUMN DETAIL <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />=_ MANUF. SPECIFICATIONS <br />--------- T.O.M. <br />1'-0" <br />2'-0" TEXTURED <br />TEXTURED CEMENTITIOUS o <br />CEMENTITIOUS ao ONC.M.U.bD <br />FIN. <br />FINISH ON C.M.U. io (N. O <br />(TYP.) <br />2" x 4" SMOOTH <br />TEXTURED <br />SILL / BAND <br />-------------------------------------------------F-,SL--- ---------------- F.FL. <br />LEFT ELEVATION — B1. <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 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 SQ. IN. OF NET FREE AREA / SQ. 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 />.,fie`\1�ltttltl�uel���i <br />_ G_ <br />F�O <br />J <br />CS <br />E,'c.-2e <br />E SS <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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