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—ICO <br />00 <br />4 <br />I <br />T.O.P. <br />HDR HGT. <br />2nd FIN. <br />FLR. <br />T.O.M. <br />)R HGT. <br />FIN FLR <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />EXTERIOR PLASTER <br />ON FRAME <br />1 " x 4" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />,—EXTERIOR <br />PLASTER ON <br />FRAME <br />1 " x 12" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />16070 OVERHEAD DOOR <br />FRONT ELEVATION - B1 <br />SCALE: 1/4"=V-0" <br />MDC:Dt�_l A4ZC QUIlKit-21 C: <br />LEFT ELEVATION - B1 <br />SCALE: 1/4"=V-0" <br />T.O.P. <br />HDR HGT. <br />2nd FIN. <br />FLR. <br />T.O.M. <br />HDR HG <br />FIN FLR <br />C\l <br />00 <br />TFs 4NR <br />CA <br />IIf <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />a 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 C1 787 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 C1063 or C1787, 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 manufacturers 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 conrosion 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 />%%%k <br />!E IN <br />P <br />cc <br />Qj <br />0 F <br />5 <br />0 R % <br />W <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. Engineers signature and sea] is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />E OD <br />0 8 <br />No <br />U- <br />0 <br />2 <br />-5 i1i <br />r-- I-L Lu CL <br />N 0 U- a. <br />LL 13- <br />0 <br />0 <br />0 <br />N LL — _J <br />-MJ <br />W <br />W <br />< <br />05 < <br />LL <br />00 0 EL <br />U') Z L/) 0 <br />0 <br />N < <br />d _1 W <br />Z <br />W <br />C, <br />(a <br />L.0 C <br />U <br />0 <br />V V) <br />LU <br />a, <br />170 <br />all <br />E <br />ce> <br />29 <br />0 <br />Z <br />< <br />C'i E <br />L-L 8E <br />Z' <br />< <br />m <br />CU <br />0 <br />Zc— <br />f6 <br />:> E <br />0 <br />�Z <br />C14 M <br />t <br />WW <br />U:) <br />Z� <br />Z <br />Z <br />W <br />Cn <br />< <br />Z <br />C) <br />R <br />�w <br />0 <br />-Z <br />W <br />—00 <br />< <br />C=) <br />0 C:) <br />> <br />00 <br />co <br />_J <br />CN <br />C:) <br />C 0 <br />a) <br />Lf) <br />co <br />r­- <br />'a <br />TZ N <br />U) <br />CY) 0 <br />(0 <br />L0 <br />CN <br />00 <br />00 C14 <br />E <br />'E <br />CY) <br />0 <br />M <br />Z <br />=3 CN <br />E (D <br />CIO <br />Z <br />E <br />0 0 <br />a _J <br />-a <br />< <br />a) <br />_J <br />JOB <br />NO: <br />21-4276 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />