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1 '— I 1I r - - I - I _ 1 1' 1 'l !lj1 , '•I 1 I I In 1 II 1 1 II 11 1 11 <br />3 <br />m <br />cn <br />ro <br />M <br />L0 <br />LO <br />O <br />Cn <br />0 <br />0 <br />I <br />N <br />i <br />m <br />w <br />M <br />M <br />rn <br />L0 <br />0 <br />C <br />(Crn <br />d <br />J <br />0 <br />I <br />N <br />N <br />0 <br />6 <br />Cr <br />C7 <br />V) <br />311 <br />v+ <br />0 <br />Q <br />M <br />a <br />i <br />E <br />0 <br />x <br />0 <br />a <br />0 <br />a� <br />LZ <br />N <br />Ln <br />n <br />a <br />0 <br />a <br />1'M <br />O <br />n <br />ai <br />0 <br />W <br />s <br />o <br />00 <br />7r 4rr <br />12 -- - - 12 <br />5� <br />SHINGLE OR TILE ROOF PER V/ <br />- <br />COMMUNITY SPECS - INSTALLED PER <br />- <br />MANUFACTURERS SPECIFICATIONS <br />F 1FE 7[ 1 <br />TEXTURED o <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />l <br />16070 OVERHEAD DOOR 3068 <br />F17 <br />F1 <br />Y <br />r` <br />11132 a: TEXTURED <br />CEMENTITIOUS <br />25 SH 25SIl FINISH ON C.M.U. <br />— _ FIN FLR <br />F2 <br />co <br />op <br />co <br />FRONT ELEVATION - B1 <br />RIGHT ELEVATION - B1 <br />SCALE: 1 /4"=1'-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 />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%1" 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 />properjoint 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 (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 />REV. 09.24.21 <br />1 <br />N <br />o <br />O <br />N <br />L, -0 <br />°� -tom <br />W <br />fl m ?C <br />N -fl N L <br />Q .�.. N Y <br />#� <br />M = c <br />d <br />> E s c <br />C3 r + d <br />cn C1 <br />C E <br />o <br />d V <br />I <br />r; <br />JF <br />s�` <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and spedfications 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 />Engineers signature and seal. <br />N <br />W <br />a <br />It E <br />o Mg <br />C <br />p <br />N Cr <br />C ') _00 <br />�( <br />M V iJY LL <br />C LL <br />_J0 W <br />LL LL5 a <br />C' <br />Z <br />i <br />-vim a Se <br />m C: <br />L <br />'N � o <br />m <br />ZLLWr°�°' <br />N C) Z ¢ J <br />O U U <br />Z <br />00 <br />W <br />❑❑ <br />J <br />•J � <br />n_ <br />�� -2 <br />Q) <br />�4-1 <br />s <br />U, <br />w <br />r' <br />V <br />O <br />J $ <br />V I <br />Ln <br />C_ N <br />�6 <br />C_) <br />— E <br />.L 0 <br />! <br />N Oco <br />M <br />J <br />m C <br />CL o <br />� <br />=o <br />z <br />z, <br />•z <br />o• <br />ro <br />5, <br />1 <br />a <br />o� <br />a <br />ZCOE <br />a, FrO <br />w <br />w u <br />i <br />CZJ <br />-j C <br />i u <br />Z <br />CY] <br />g; <br />¢ -0 <br />WT <br />a` <br />o <br />y T <br />= <br />> �; <br />J <br />Ln <br />L <br />m <br />�-.. <br />Q <br />0 <br />^, <br />a <br />c <br />/LTA <br />�V O <br />tp <br />T <br />O <br />J <br />r. <br />W m <br />3 <br />N <br />MY <br />W <br />� <br />LO <br />� <br />'2 M <br />ai <br />I <br />0 <br />CD <br />C7 N <br />M <br />00 i <br />00 <br />Ln <br />M <br />Q <br />r.0 <br />M <br />E <br />c v, <br />rn <br />Z <br />Z <br />E r <br />" <br />m <br />a- <br />E 6 <br />U <br />a; <br />Q p <br />c <br />-� <br />JOB <br />NO: <br />23-06144 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />