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III I I 1 1 1 1 1 1 1 1 1 1 1 1 11MI-1 1711 A I 1 111111 <br />PRE -ENGINEER TRUSS <br />12 <br />5 <br />12 <br />F5 <br />12 <br />5 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />- - - <br />- - - - - - - - - - - HEEL <br />- - - - - <br />- - - - - - - - - - - - <br />T.O.M. <br />- - - - - - - <br />7 <br />- - - - - - <br />HDR HGT <br />1 x 9" SMOOTH <br />TEXTURED <br />=7 1 <br />2' EJ E <br />FE11 7E] <br />HEAD/BAND-Z <br />1 <br />1 <br />—TEXTURED <br />CEMENTITIOUS FINISH <br />ON C.M.U. (TYP.) <br />ji FE71 <br />2" x 4" SMOOTH <br />TEXTURED <br />SILL / BAND <br />------------- <br />_74 <br />11 L 1_1 <br />------------------------ <br />F.FL. <br />12 <br />5[�:� <br />11-01, <br />4'RIDGE VENT <br />FRONT ELEVATION - B1 <br />SCALE: 11/4"=V-0" <br />18'RIDGE VENT <br />C? <br />co <br />11-01, <br />U) <br />iLi <br />0) <br />uJ <br />U) <br />W <br />(D <br />co <br />LU <br />I Fl". FLR.. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M <br />IlkT-O" TEXTURED <br />TEXTURED CEMENTITIOUS 9 <br />CEMENTITIOUS 0? FIN. ON C.M.U. BO <br />FINISH ON C.M.U. (TYP.) <br />(TYP.) <br />2" x 4" SMOOTH <br />TEXTURED <br />SILL / BAND <br />t F.FL. <br />LEFT ELEVATION - B1. <br />SCALE: 1/4"=V-0" <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 />2 <br />2 —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 />— — — — — — — — — — <br />—SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <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 <br />C926 and ASTM C1063, or ASTM C1787 and the provisions of <br />this code. <br />R703.7.1 Lath. <br />Lath and Lath attachments shall be of corrosion -resistant <br />materials. Expanded metal or woven wire lath shall be attached <br />with 1-1/2" long, 11 gage nails having <br />a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in <br />accordance with ASTM C1 063 or C1 787, or as otherwise <br />approved. <br />R703.7.2 Plaster. <br />Plastering with cement plaster shall be not less than three coats <br />where applied over any type of code -approved lath and shall be <br />not less than two coats where directly applied over masonry, <br />concrete, clay brick, stone, or tile. If the plaster surface is <br />completely covered by veneer or other facing material or is <br />completely concealed, plaster application need be only two coats, <br />provided total thickness is as set in Table R702.1 (1). <br />Cement plaster shall be in accordance with ASTM C926 and <br />material shall be in accordance with one of the types listed in <br />R703.7.2. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed as required in Section <br />R703.2 and, where applied over wood -based sheathing, shall <br />include a water -resistive vapor -permeable barrier with a <br />performance at least equivalent to two layers of Grade D paper. <br />The individual layers shall be installed independently such that <br />each layer provides a separate continuous plane and any flashing <br />(installed in accordance with Section R703.4) intended to drain to <br />the water -resistive barrier is directed between the layers. <br />R703.2 Water -Resistive Barrier. <br />One layer of No. 15 asphalt felt, free from holes and breaks, <br />complying with ASTM D226 for Type 1 felt or other approved <br />water -resistive barrier shall be applied over studs or sheathing of <br />all exterior walls. No. 15 asphalt felt shall be applied horizontally, <br />with the upper layer lapped over the lower layer not less than 2 <br />inches. Where joints occur, felt shall be lapped not less than 6 <br />inches. Other approved materials shall be installed in accordance <br />with the water -resistive barrier manufacturer's installation <br />instructions. The No. 15 asphalt felt or other approved <br />water -resistive barrier material shall be continuous to the top of <br />walls and terminated at penetrations and building appendages in <br />a manner to meet the requirements of the exterior wall envelope <br />as described in Section R703.1. <br />R703.4 Flashing. <br />Approved metal flashing, vinyl flashing, self -adhered membranes <br />and mechanically attached flexible flashing shall be applied <br />shingle -fashion or in accordance with the manufacturer's <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturer's instructions. All flashing shall <br />be applied in a manner to prevent the entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. <br />Self -adhered membranes used as flashing shall comply with <br />AAMA 711. All exterior fenestration products shall be sealed at <br />the juncture with the building wall with a sealant complying with <br />AAMA 800 or ASTM C920 Class 25 Grade NS or greater for <br />proper joint expansion and contraction, ASTM C1 281, AAMA 812, <br />or other approved standard as appropriate for the type of sealant. <br />Fluid -applied membranes used as flashing in exterior walls shall <br />comply with AAMA 714. The flashing shall extend to the surface <br />of the exterior wall finish. <br />Approved flashings shall be installed at the following locations. <br />Exterior window/door openings. <br />Intersection of chimneys or other masonry construction 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 intersection. <br />At Built-in gutters. <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 />C14 <br />C� <br />2! <br />A,\ <br />0 <br />cc <br />W <br />1F LJ - <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 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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