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12 <br />4.01— <br />FIBERGLASS <br />SHINGLES <br />T.O.P <br />P <br />U <br />m <br />e�no- <br />Z MOD 25 SH <br />F.FL. 16" BAND � <br />--- — — — N— <br />T r j <br />I i <br />CLG. HGT. <br />co <br />o c° <br />�n <br />F.FL. A r <br />8J" <br />c CORBEL DETAIL <br />SCALE: 2"=V-0" FYPON: DTLB4x6x9 <br />B KEYSTONE DETAIL <br />SCALE: 1 /2"=1'-0" <br />0 0 Ell CI JU 0 f FOA ��, <br />n 1 l SHU1TERS <br />a <br />[URI J (TY . <br />_ <br />o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH a Z <br />CV fV �L — - - - - <br />I- — — — — — — — — —' — — _ — _ — — --1- — -- — — — — — — — -- — — — — <br />TEXTURED FINISH B TEXTURED FINISH <br />9 <br />12 <br />-14.0 <br />FIBERGLASS <br />SHINGLES <br />I = <br />MOD 25 SH , Z <br />_--IN �-16" BA _ <br />rt. <br />uL] E-1n� nF771 oo I I ICI I Iloo, 71uuL7 �Iuu <br />nuu 17uuu I IIIJ <br />UNIT -A 1532 <br />UNIT-C 1624 <br />I[�11 l I 7]uL171- uuL: inu��'L <br />� n� <br />UNIT-D 1625 <br />UNIT -A 1532 <br />A WATER TABLE DETAIL <br />SCALE: 1 /2"=V-0" <br />T.O.P. <br />HDR <br />e <br />o 60 <br />00Zo <br />16" BAND <br />14 <br />CLG. HGT <br />Ll 1- 1 _ <br />o � <br />�,IF <br />'v <br />0� o <br />— F.FL <br />FRONT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />6068 SGD 6068 SGD 6068 SGD 6068 SGD <br />UNIT -A 1532 1 UNIT-D 1625 UNIT-C 1624 I UNIT -A 1532 <br />REAR ELEVATION - STANDARD (STD <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 awater-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 />ers <br />o � <br />car <br />I!� <br />d� <br />u ar o <br />-o m rc <br />N C I.Y. 21 <br />vl N t <br />N o y <br />Q CV Y <br />d <br />�EsC <br />Q <br />C.1 <br />a # to <br />cm <br />= E <br />2 u <br />0 <br />co <br />CV <br />0 <br />N <br />Co <br />N <br />0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential <br />7th Edition. Engineer's signature and seal <br />is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W E N <br />Ct co <br />co <br />0 7L0r? +• <br />N C/5 r- Po LL d a <br />LL LL d Z <br />z <br />Z_ r13_J <br />W `rj' Co � m L Q <br />m <br />� � Cn � <br />W J Z <br />Z N M ZIL H <br />Z o ❑❑❑ <br />_Z <br />W <br />J <br />C1 <br />N <br />t/1 - <br />4J <br />LU a <br />Q) <br />� rir o <br />N -3 <br />�N r � <br />z <br />c� o <br />s <br />0 <br />• <br />N <br />sm <br />o <br />M <br />� s <br />Ei <br />=� <br />E u <br />� <br />_ <br />n <br />w� <br />8E <br />U <br /><i <br />Z <br />ZM <br />W <br />Q <br />F � <br />o <br />M <br />sa <br />w <br />r <br />fir' <br />Ur <br />0 <br />� 0 <br />> CD <br />U <br />co <br />rn <br />CD(� <br />Q <br />N <br />M <br />CV <br />O <br />CN <br />LO <br />T <br />0" Qc <br />E <br />`i <br />U) U M <br />V' <br />r_ <br />00 <br />° U <br />m <br />O <br />te" <br />., an <br />N <br />N <br />C'7 <br />NO <br />Lf') <br />M <br />LO <br />Q O N <br />o <br />O <br />o <br />E <br />Ca <br />:3 <br />Z <br />E <br />a <br />U .� Q p <br />_J <br />JOB <br />NO: 23-05725-05728 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.1 <br />