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----------- <br />WATER TABLE DETAIL <br />SCALE: 1/2"=1'-0" <br />FIBERGLASS <br />SHINGLES <br />T.O.P. <br />- <br />HDR. <br />_ <br />❑0 <br />O <br />O <br />CO r <br />i`.O <br />❑ ■ <br />O'e <br />F.FL. <br />16" BAND N <br />CLG. HGT. <br />_ - <br />❑❑ <br />❑❑v <br />F.FL. <br />T.O.P <br />9" <br />0 <br />B KEYSTONE DETAIL <br />SCALE 1/2 =1'-0" <br />12 <br />4.01 <br />loon <br />Arm-, <br />MOD 25 SH <br />❑❑❑❑ <br />❑❑❑❑ <br />UNIT -A 1532 <br />FIBERGLASS <br />SHINGLES <br />HDR. <br />o _ <br />0 <br />00 ,- <br />ta <br />o Z MOD 25 SH <br />F.FL N <br />Tr1M <br />12 <br />4.01 <br />12 <br />- 14.0 <br />WIN���� <br />20" LOUVER <br />loon, I ONE 0 ■■■ ID ■■■ME <br />0 ONE 0 01 ONE 0 0 ■■■ 0 MEN, <br />Sloom0 <br />■■■ ■■■■■- ■■■I ■■■ 00 o oo a ❑ ❑ a oMOD25SH MOD25SH MOD 25 SH <br />�szee <br />t TEXTURED FINISH <br />❑❑❑ <br />❑❑❑❑ <br />❑❑❑❑ <br />F1 E o0 000❑ o000 00 <br />0000❑ oo❑a <br />00 �� oo�o --oo ❑a <br />UNIT-C 1624 <br />UNIT-C 1624 <br />o Z <br />DID 25 SH <br />MOD 25 SH <br />MOD 25 SH <br />MOD 25 SH <br />UNIT-C 1624 <br />(a:ITEXTURED FINISH r <br />00 <br />nn <br />� <br />��❑0 <br />0�00 <br />FIBERGLASS <br />SHINGLES <br />WE <br />0 oa <br />WMIMIMI <br />:� _ mill■ <br />■■■■ �■ <br />■■■■■ - ■■ <br />FRONT ELEVATION_ <br />SCALE: 3/16" = 1'-0" <br />12 <br />— 14.0 <br />FIBERGLASS <br />SHINGLES <br />- _ T.O.P. <br />HDR <br />O 00 <br />Ell <br />i9 <br />25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH <br />-- -- -- -- ----- F.FL <br />sk <br />T n Rf . <br />n <br />F.FL. <br />TEXTURED <br />FINISH <br />TEXTURED <br />FINISH <br />TEXTURED <br />FINISH <br />F.FL <br />o <br />00 <br />o <br />00 <br />- - <br />- <br />- - - - - <br />6068 SGD <br />UNIT -A 1532 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT -A 1532 <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 {athing 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 lie v so e e ect y 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 />REV. 09.24.21 <br />O <br />(�s <br />5-00 >C <br />C€3 LL L <br />-� <br />�q cj r <br />eo <br />`) <br />cc <br />II <br />'Z <br />d <br />kv <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. 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