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12 , <br />4.0E— f l <br />I <br />I <br />FIBERGLASS J <br />SHINGLES I <br />- — — <br />TTL' <br />_r .I_. <br />T.O.P <br />HDR. <br />O <br />00 <br />■ <br />O <br />F.FL. 16" BAl N <br />CLG. HGT. <br />�t o co 7FL 11 <br />00 <br />-- <br />T.O. r <br />0 <br />w c <br />F.FL. <br />T.OA <br />v <br />F.FL. <br />c CORBEL DETAIL <br />SCALE: 2"=1'-0" FYPON: DTLB4x6x9 <br />Pl <br />FLO <br />����20" LOUVER <br />r rt <br />0 ■■■ 0 ONE 0 ■■■ 0 milliqln, <br />■■■ ■■■ ■■■ ■■ <br />1 1 1 11 1 1 N <br />9„ <br />0 <br />"NN KEYSTONE DETAIL <br />SCALE: 1/2"=1'-0" <br />SH5 <br />�H <br />ORS o Z MOD 25 SH M01 SH MOD 25 SH MOD 25 SH o Z T XTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH o Z_ <br />--N�------------------------------ N� — 16"BAND— c�� <br />---------I----------------I <br />TEXTURED FINISH s <br />s TEXTURED FINISH <br />Hill N I UP <br />�000 �o❑a 00 00 0000 ooa❑ �1�1 <br />1:1oDo =o❑a 00 00 ❑a❑a �000 �1�1 <br />UNIT -A 1532 <br />UNIT-C 1624 <br />UNIT-D 1625 <br />UNIT-D 1625 <br />A WATER TABLE DETAIL <br />SCALE: 1 /2"=1'-0" <br />12 <br />—14.0 <br />1-11177 <br />I <br />INN <br />INN U1 LIJ <br />TGARAGE DOOR <br />FRONT ELEVATION - STANDARD (STD <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 />overing <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 SNI 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 dial. <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 twa 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 />v 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 />0 <br />0 <br />N C <br />`�" x <br />cu <br />E <br />03 v <br />8 <br />M <br />CV <br />O <br />fV <br />Co <br />0 <br />�r <br />0 <br />f Ir '"1 E <br />� • <br />t_ <br />��.4'e <br />�E9 <br />d <br />r <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />pnteseh <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 />Engineers signature and seal. <br />W <br />MAM a <br />E <br />o 8 Co <br />N CD,�% N O T 4 <br />C <br />® <br />UiO <br />) J <br />7 O N LL <br />Q <br />m � C)� w a a <br />JLL �- N Z <br />tma oo <br />j N O m J Q <br />W <br />o g r r ¢ m <br />��J�W <br />Z LL <br />co 0 Of <br />N M Z G H <br />U <br />ZW <br />o ❑o I <br />V M •�— <br />Z N M <br />O O <br />O <br />z � N <br />z o � <br />c <br />— <br />N <br />M <br />z <br />�-1 <br />c� o <br />4-1 <br />Ll] � <br />� <br />U <br />m <br />O <br />w oUlft <br />to <br />w <br />t/) <br />U <br />E <br />I' <br />C) o <br />• <br />rr `� <br />t <br />J <br />w <br />to <br />M <br />J <br />o3 <br />> <br />Z <br />a <br />� <br />U_ <br />zo <br />o0 <br />>M <br /><� <br />a o <br />E U <br />w�Z. <br />Z® <br />oa <br />F� t6 <br />R� op <br />U O <br />O <br />O CADE <br />¢ <br />z <br />0 <br />� Z <br />Z <br />t <br />wp <br />o <br />WZ <br />�w <br />� C <br /><o <br />3Q <br />m2 <br />o. <br />m � <br />Off' <br />Nm <br />ZF <br />aw <br />02 <br />UZ <br />c"n <br />T c�� <br />- Z <br />LOW, <br />m< <br />O <br />II <br />oii <br />w <br />i=3 <br />=1 <br />o <br />�D <br />>° <br />MJ <br />5 <br />c O <br />0 <br />>r <br />tv <br />M <br />rn <br />CN <br />H <br />Cfl <br />N <br />T <br />� <br />LMn <br />N <br />LL <br />a <br />E <br />T� <br />00 <br />W <br />in <br />U <br />N <br />CV <br />�— <br />O <br />Ln <br />co co <br />d O <br />D <br />Cfl <br />rn N <br />Q <br />Ln <br />CD CD <br />T <br />Z <br />m <br />T <br />Z <br />E T <br />w <br />c <br />cu <br />a <br />U � <br />Q 0 <br />� <br />JOB <br />NO: 23-03667-03672 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.1 <br />