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0 <br />bo <br />2'-0" <br />OP <br />b <br />12 <br />HEEL 12 1 <br />----- - - - - - - - - -- <br />F4 <br />T.O.M. — <br />HDR HGT. _ <br />TEXTURED F <br />CEMENTITIOUS FINISH i <br />I <br />ON C.M.U. (TYP.) I <br />2" x 4" SMOOTH <br />I <br />TEXTURED I <br />SILL / BAND <br />I <br />I <br />I <br />F. FL. <br />12 <br />5[:::�; <br />4' RIDGE VENT <br />I-11-01 -------------------------------------- — ----- <br />12 <br />�5 <br />I <br />11-DI El FD7 E F-1 <br />18' RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />�— INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />2" 1" x 9" SMOOTH <br />T TEXTURED <br />HEAD/BAND <br />PRE -ENGINEER TRUSS <br />12 <br />5" <br />REFER TO STRUCTURAL — <br />PLANS FOR BEAM SIZE <br />2"X4" TYP. <br />5/8" TEXTURED OVER - <br />MTL. LATH & 7/16" OSB <br />SHEATHING & FRAMING <br />AS REQ. <br />REFER TO STRUCTURAL <br />PLANS FOR POST SIZE <br />2x FRAMING AS REQ. <br />POST TO CMU <br />CONNECTOR - REFER TO <br />STRUCTURAL PLANS <br />(1) 2"X4" TYP. <br />(2) 2"X6" TYP. <br />SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />C0 <br />w <br />0 <br />rn <br />w <br />FIN. F R. <br />CO <br />w <br />FRONT ELEVATION - B1 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />--------------------------------------------- HDR HGT. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON G.M.U. q <br />OD zo <br />(TYP.) b <br />LEFT ELEVATION - 61 <br />: 1 /4"=1' <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 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 FOLLOWING 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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />I <br />® Q <br />ItJI <br />z N o <br />z o a <br />J M <br />� N <br />M <br />z a <br />U% Y <br />t6 ,,, <br />� a <br />U - <br />w � <br />N o-- E <br />0. <br />�Ln N <br />o <br />U °' <br />W <br />m E <br />0 8 <br />U o N <br />U) W <br />' <br />®0 <br />rn m <br />1 ffi <br />N N <br />� N <br />a o I w <br />Z inMa Mmzo 0 <br />U)U) <br />.A/ <br />W <br />Q W <br />0 <br />-C A <br />RrO F EtlSCn <br />N <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 Florida Building Code - <br />Residential 6th Edition. 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