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3 <br />-o <br />I <br />co <br />N <br />i <br />N <br />Ln <br />Ln <br /><n <br />-o <br />N <br />t <br />N <br />cc <br />O <br />I <br />LO <br />a <br />I <br />N <br />I <br />co <br />CV <br />co <br />1 <br />M <br />F- <br />N <br />I <br />N <br />J <br />LO <br />0 <br />LO <br />CD <br />LO <br />I <br />N <br />cn <br />O <br />-n <br />c <br />N <br />0 <br />O <br />a <br />F� <br />ayi <br />E <br />2 <br />`v <br />c <br />c <br />n: <br />0 <br />V <br />J <br />m <br />LZ <br />M <br />a <br />N <br />LO <br />cm <br />0 <br />a <br />rh <br />0 <br />M <br />Ln <br />0 <br />]C <br />V) <br />UJ <br />Co <br />gJ„ <br />C CORBEL DETAIL <br />SCALE: 2"=1'-0" FYPON: DTLB4x6x9 <br />9„ <br />I lit 0 <br />7" <br />B KEYSTONE DETAIL <br />SCALE: 1/2"=V-0" <br />A WATER TABLE DETAIL <br />SCALE: 1 /2"=1'-0" <br />- l 1 -- <br />I 1 , <br />12 I. 1 . 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L C T _ _ T 1��� I 1 f J 1- i- > . _ J _ 1_ _ C J� JJ. _ <br />I , _ i T_�T�T T T .._ _ Jv T I`_.� i I � 1. � 7 [ � r TAT 7 <br />I 20" LOUVER <br />� 1 ■ 1 <br />60 <br />'i i i 000100■ ■ ■ i 1 iiiMIMI MOD25SH MOD25SH MOD 25 SH MOD 25 SH <br />1 ■ <br />1 0 TEXTURED FINISH <br />MINI I E E EJ <br />UNIT -A 1532 <br />12 <br />4.01 <br />FIBERGLASS <br />SHINGLES <br />UNIT-C 1624 <br />-- - <br />T I IiJ_ I ICI Jti-.f T_J-1_I_ IIrJ I_T�f_z.0 Z ,-1 I. <br />'Jr <br />LIF] C111 CJ <br />ouuu �nn�= <br />UNIT-C 1624 <br />1.I-:Z_I <br />g <br />�ullLll IuJ[ul 0��0 � �1f JI I(--1 UlJto <br />LJCI�� � r��nn 00 � m <br />"o <br />F.FL <br />UNIT-C 1624 1 °UNIT-C 1624 UNIT -A 1532 <br />rlr�rz�1J-� <br />Z.J. 1...1..1_ <br />FRONT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />__._ __ _ T _ - _ _ _ _ <br />T T I L 7 1 .. a J _ ! C � T 1 � T T T �_[_J IJ._ J � � =_F - � - 11.I. I .l ]. I �. 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Z 7. . _1 .__ _ J J_..I. __ ___ J ,�-. - <br />TE TURED TE URED <br />` FI ISH FI ISH <br />I I I I <br />L <br />Ll - <br />F.FL. _- - -- — ---_----------------------------- -i <br />6068 SGD <br />6068 SGD UNIT -A 1532 UNIT-C 1624 + 606a SGU N I T-C 1624 I UNIT-C 16246068 SGD <br />12 <br />I <br />)D 25 SH MOD 25 SH <br />z <br />I <br />TEX URED <br />FINI H <br />I <br />FIBERGLASS <br />SHINGLES <br />I 7 <br />T.O.P. <br />HDR <br />----- <br />O <br />0 50 <br />CD <br />I MOD 25 SH <br />T�-�. �- --- <br />r <br />-_ T.O.M <br />o� <br />F FL <br />---------1--------------- <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT -A 1532 <br />REAR ELEVATION - STANDARD (STD <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 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. vertical) /horizontal) r compatible adhesives @ y y o co pat <br />exterior gun -grade, construction adhesive with 1"dabs @ 6" <br />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 o sealant complying with <br />AAMA 800 or ASTM C920 Class 25 Grade NS or o f r <br />greater <br />joint expansion and contraction ASTM C12 1 AAMA proper 1 P 8 M 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 />• <br />Where exterior orches decks or stairs attach to a wall or <br />P <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 />en <br />c*Q <br />N <br />d 'p <br />C W <br />r� <br />C2 � a <br />a `, <br />o <br />�+ t" <br />C e0 U N <br />9l <br />co <br />. ; C u- G <br />3 <br />h �o c t <br />Vf y O R <br />Q y C'V � <br />a� y <br />y E y c <br />c, s <br />1 3 <br />io ry oa .a <br />�•> <br />cn <br />G..n <br />W, <br />0 <br />r <br />' J� cn: <br />JF L O . <br />r,l <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifkations contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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