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Cn <br />3 <br />-v <br />x <br />Oi] <br />rC) <br />:n <br />V <br />0 <br />o <br />CD <br />J <br />LO <br />0 <br />i <br />LO <br />v <br />IV* <br />0 <br />0 <br />L0 <br />CC) <br />d <br />N <br />19 <br />LO <br />Cr <br />o, <br />-3 <br />N <br />N <br />O <br />E <br />H <br />E <br />0 <br />0 <br />C <br />c <br />0 <br />0 <br />t7 <br />N <br />N <br />-m- <br />0 <br />O <br />a <br />rh <br />0 <br />CD <br />$i <br />0 <br />s� <br />Z <br />CD <br />0 <br />J <br />m <br />N <br />0 <br />C <br />or <br />c <br />TOM <br />1'-0"�1 P 2'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />5068 SGD <br />13'-0" RIDGE VENT <br />4' OFFRIDGE VENT <br />REAR ELEVATION - B1. <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />-------------------------------------------- <br />1'-0" <br />TEXTURED 10 <br />CEMENTICIOUS 3'-0" <br />FINISH ON C.M.U. 0. <br />(TYP.) <br />RIGHT 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 <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 a 7/16" head, or 1-1/2" long, <br />16 gage staples, spaced in accordance with ASTM C1063 or <br />C1787, or as otherwise approved. (Refer to sheet SN1 for the <br />engineered method for Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ <br />6" O.C. vertically/horizontally into the framing members. <br />Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. <br />min. @ 6" O.C. vertically/horizontally or compatible adhesives, <br />exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. <br />or in a semi -continuous bead between the solid plaster base and <br />the solid portion of the key attachment flange. <br />Control Joints: Install control joint lathing accessories in <br />conformance with C1063. Lath shall not be continuous through <br />control joints, but shall be stopped and tied at each side. <br />All accessories shall be in accordance with the latest ASTM <br />C1063 & ASTM C1861. <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 C1281, 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 I 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 />REV. 09.24.21 <br />N <br />O <br />N <br />t>a <br />o <br />S W <br />=6 o <br />_ i C " N <br />= �- <br />»- <br />a <br />N C-4 tii <br />Q � N <br />CJ <br />r� <br />3� cc <br />= CL) <br />N �$ <br />c E <br />2 0 <br />cM <br />N <br />0 <br />N <br />N <br />v <br />0 <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 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />g0 <br />`r E <br />A <br />�=N� <br />CO <br />� <br />Q <br />Z <br />U) <br />N O LL <br />v <br />52 li LL LL W <br />w a <br />'m C v ° N <br />t� @o o <br />t� <br />3 CU CV t0 y <br />°� <br />N °� m w <br />Z <br />LLW <br />J <br />,N Z <br />Z <br />N OU <br />W <br />❑❑ <br />U <br />z N M <br />0 <br />z <br />z o <br />J <br />N <br />U) Ln <br />z <br />�Q) <br />U <br />�--+ <br />_ <br />Cn <br />0 <br />N <br />�N <br />w o <br />c w <br />w <br />E <br />8 <br />r <br />i <br />_ <br />�..) 6 <br />I� <br />x <br />_ <br />Q m <br />o <br />� <br />X <br />w <br />_ <br />Z <br />.J <br />LL <br />z ? <br />g L <br />> M <br />Z. <br />Q Q <br />E U <br />O <br />w? <br />Z <br />❑a <br />FT n7 <br />O E <br />a <br />O ¢ <br />=o <br />0 CC <br />Co <br />W <br /><o <br />wo <br />az <br />CIO rII <br />ao <br />mo <br />g, <br />Z <br />m J <br />m <br />¢w <br />8 <br />U/ - <br />¢- <br />S° <br />a z <br />T <br />m <br />ti <br />�3 <br />o� <br />J <br />0 <br />¢ r <br />¢ O <br />CM <br />w <br />p ti <br />0 <br />.L 0 <br />11� <br />Lid <br />m <br />.-� <br />Q <br />0 <br />G <br />O <br />0 <br />Y <br />a <br />r <br />U)Sle <br />CV <br />m <br />m <br />Ln <br />ice+ <br />Q <br />W cM <br />I <br />co O <br />O <br />LL N <br />(� <br />' ^ <br />� <br />r' <br />T <br />� It <br />E <br />c <br />M <br />Z <br />M <br />z <br />� <br />E O <br />N <br />Ncc <br />cc <br />E <br />U 0 <br />a) <br />a <br />Q pC� <br />JOB <br />NO: <br />23-04658 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />