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f <br />A WATER TABLE DETAIL <br />SCALE: 1/2"=1'-0" <br />9" <br />0 <br />B KEYSTONE DETAIL <br />SCALE: 1 /2"=1'-0" <br />6" <br />v <br />c CORBEL DETAIL <br />SCALE: 2"=1'4' FYPON: DTLB4x6x9 <br />12 <br />4.0F <br />FIBERGLASS <br />SHINGLES <br />_ 1F-1 <br />0..0 <br />•I Z� MOD 25 SH � •� , •� Ili <br />vs � ■ <br />0 TEXTURED FMH71 <br />TEXTURED FINISH 'm <br />ri <br />MEME■■ <br />11 ■■■ <br />. . . . . . . . . - <br />Imo-- - - - - - - - <br />- a'/i lFi4 �lf'i7 <br />UNIT -A 1532 <br />FIBERGLASS <br />SHINGLES <br />T.O.P <br />HDR. <br />0 <br />t = <br />00 o <br />oIZ MOD 25 SH <br />F.FL. ---- <br />In" <br />12 <br />4.01 <br />�dd•]•Yb1.9a <br />MIMI <br />MMIMIN <br />auoa UUUM <br />NIT-C 1624 <br />oo�❑ <br />UNIT-C 1624 <br />12 <br />— 14.0 <br />- 6" LAP <br />SIDING <br />4" TRIM <br />BOARD <br />18"X60" <br />SHUTTER <br />6" TRIM BOARD <br />FIBERGLASS <br />SHINGLES <br />18"X60" <br />SHUTTER <br />— — T.O.P. <br />HDR <br />TEXTURED <br />FINISH <br />S <br />0 <br />io <br />MOD 25 SH o Z <br />BANG <br />F.FL <br />■■■■ PFFFFnlllMnnniis <br />-rill <br />FRONT ELEVATION <br />SCALE: 3/16" = 1'-0" <br />ItL[•]•Yhl.-t: tOl•PY4.1J7: Ji[•J•Y.L.2--1: Pd•1.1L1O1 a <br />12 <br />T 14.0 <br />FIBERGLASS <br />SHINGLES <br />— _ T.O.P. <br />----_ HDR <br />o <br />0 00 <br />MOD 25 SH MOD 25 SH <br />-- -- -- -- F.FL <br />Tnnn_ <br />t <br />n <br />F.FL. ---- <br />— <br />TEXTURED <br />FINISH <br />— — — — — — — — — — <br />TEXTURED <br />FINISH <br />— — — — — — — — — — <br />— <br />----- F.FL <br />8; <br />— — <br />---------- <br />S <br />00 <br />— — — — <br />— — — — — — — — — — <br />-- <br />--- <br />----VC <br />— — <br />6068SGD UNIT -A 1532 UNIT-C 162468 SGD U6N IT-C 1624 UNIT -A 1532 60685(aD <br />L � � <br />REAR ELEVATION_ <br />SCALE: 3/16" = 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 <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.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 C 1861, <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 (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 />LL���i1rX��i <br />N <br />O <br />N <br />s=' <br />0 <br />cm <br />°' <br />Cr ra <br />FW <br />n <br />N <br />N <br />v <br />+ � 4 <br />,4GIFr .A <br />�f*J30PY1 <br />t>;i6�rri <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 Florida Building Code - <br />Residential 7th Edition. 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