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f <br />3� <br />CX <br />R <br />LZ <br />E <br />X <br />CE <br />9 <br />co <br />W <br />A <br />C14 <br />Ci <br />T.O.M. <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED PER <br />MANUFACTURERS SPECIFICATIONS— <br />T.O.M. <br />I __1_1 -------- <br />off <br />12 <br />5 L"�> <br />35 SH <br />(2) 35 SH <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR �� <br />---- & ------------------------------------------------------------- <br />HDR HGT .. . . . . . . . . . . . . . . . . . . . <br />TEXTURED <br />CEMIENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />00 00 <br />F.FL. <br />12 <br />5 <br />5068 SGD <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED PER <br />MANUFACTURERS SPECIFICATIONS <br />REAR ELEVATION - Al <br />SCALE: 1/4"=V-0" <br />14'-0" RIDGE VENT <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />-------------------------------------------------------------------------------- 11-0.. T-` ------ <br />---------------------------- F I <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />RIGHT ELEVATION - Al <br />: 1/411=1 1 <br />3'-0" <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 />or uoverin <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 C1063 or C1787, or as otherwise <br />approved. (Refer to sheet SN1 for the engineered method for <br />Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.xl-1/2" long (3/4"-l" 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 manufacturers 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 extedor 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 manufacturers <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 />Seff-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 manufacturers recommendations. <br />REV. 09.24.21 <br />cm <br />CM' <br />C12 C. <br />LL_ <br />cj� <br />LL- CL <br />CD <br />a,:= <br />C2, <br />INN <br />e'low/7 <br />SE <br />< <br />"rig <br />C5 <br />FL <br />0 FE S S 10 N§ <br />To the best of the Engineer's knowledge, info ion and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 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 />a <br />W <br />E <br />8 <br />14 - <br />0 <br />N 0 <br />UJ <br />U. U_ LU <br />0 <br />0 <br />Z cc 0, o' 32 <br />0 <br />'0 <br />Z Z <br />L <br />< 0 <br />Z <br />W <br />C-D <br />Wvj Z W <br />.0 <br />(1) 0 .8 <br />4-J C—n 1 - <br />LU <br />0 <br />V) <br />UJ <br />0 <br />Cf <br />74 <br />_J <br />E <br />a <br />Z a <br />E 8 <br />1, <br />So <br />C=) M <br />C14 <br />t <br />�z <br />UJ Z <br />W <br />M <br />s <br />Z <br />Cn C <br />C <br />0 <br />Z <br />LO <br />LO <br />co <br />J <br />co <br />4-A <br />Lo <br />4-1 C14 <br />C-4 <br />a) <br />U_ Z4 <br />CY) <br />a) <br />LO <br />11.0 C14 <br />I— <br />Z <br />E I— <br />CL <br />0 am <br />JOB <br />NO: 22-12363 <br />SCALE : AS NOTED <br />SHEIET NO. <br />3.2 <br />