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6" <br />v <br />/'*�c CORBEL DETAIL <br />VLO) SCALE: 2"=1'-0" FYPON: DTLB4x6x9 <br />9" <br />0 <br />T <br />B KEYSTONE DETAIL, <br />SCALE: 1 /2"=1'4' <br />A WATER TABLE DETAIL <br />SCALE: 1/2"=V-0" <br />i <br />_ <br />I 7 .1_ _— <br />F _T_ J l - \. <br />- _ <br />12 T T ..I A .l T.�.. _ T _ ZT -_ 12 <br />14.0 <br />FIBERGLASS _ J \ FIBERGLASS <br />�_ Z I_ J- ...1. J_ _ _ � _ C l ( ,l J _ -� , <br />SHINGLES -,-- -� Z T...1 1 L .J _C I i I I J .J. L_, SHINGLES <br />- - -- <br />- J I Z I J_ T Z_ J .1 T. J_ _J_ J x. _. J _�_ [ ...J . Z _I�_ _ F 1-. <br />- - -- <br />20" LOUVER <br />I <br />- r -- -- <br />T.O.P. - L_y_-- _ ----It1l/4_'IRLM-------- 1 - � ---------------- - - _�� �� T.O.P. <br />--- - z-- ..�, <br />HDR. a -- <br />I--- I - FOAM <br />ILO Uno o o 0 00 0 0 0 0 <br />CD 77 <br />(TY ) ERS <br />00 <br />I 1 © 10] 0 <br />4 Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z <br />_� — T XTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH16" BA <br />, <br />F.FL. 16_BAND — iV CV `d N� ------ — ------------------------- --- — — — — — — — —fV d <br />-- -- ��--.-..- ---- --T - -- ----------------------------------------- <br />CLG.HGT. <br />- ----------------------- -------------- <br />_�--- = -------------------------------------------- -- -- <br />v <br />TEXTURED FINISH 9 TEXTURED FINISH <br />UNIT -A 1532 <br />NO 11 W1 ___N 101MINIE <br />ININI IMINININ7 MININI 11MININ1011 <br />UNIT-C 1624 <br />4.01— �. T _ <br />l_ � rt"i T -J I rJ t J_J J [ J: - ; I - <br />FIBERGLASS J_ _j Z�J-1 J - J_J-1J J .I J 1 J l J.J. �J J 1� A 1JI TT <br />SHINGLES .Z_ J I ._J _ J .1 _ _� j ...l J J 1 <br />I-- T_ - �- i- J- I_J J. J_ . J ..l L . J J <br />, J J�J1J7 -- - <br />J..: 7 J- .� .J �... i t J 1 J C. l_ -J: � CJ`� <br />.J J I. J J .J._ T. f .T. � J T T T T, I l J I J I J: J J._ J J J_ 11 :L <br />J I 1 J l � J- i <br />UNIT-D 1625 <br />1 <br />x3 <br />A <br />UNIT-D 1625 g UNIT-C 1624 <br />UNIT -A 1532 <br />FRONT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />a-1;-.J7.J <br />12 <br />— 14.0 <br />FIBERGLASS <br />SHINGLES <br />J J (..l_ �_ J T J .J_J. I_� J J..IJ= T7.� J r T TT �S.0 J: �_,I_J .:I..-1 T T� T.O.P. <br />T.O.P. -T-- J_. _L _ _ " <br />HDR. <br />a a <br />o a o <br />0 <br />60 I � 00 <br />o Z MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH <br />,— <br />11�F.FL. J..J J > ..J L l ..1.- J T.-J_ J I -1. I _ -�..a J - -- 1. 1. L J -- _ >_.Z_ _J. L. [_-� C...1 .-- --- ----- F.FL <br />_ — — — — — — — — - -. _ I__ _ �_ _— _ �I— — — .— - _..-�. -_.—_ _ - — — — - <br />- _ J, � � - ... _ - - - T.O.M <br />T.O.M. _ <br />TEXTURED TEXTURED TEX URED <br />FI ISH FI ISH FINI H <br />I rn <br />I I I <br />F.FL. _- - L-L--------- -----I ----- - - - - - - - - - - ----- F.FL <br />6068 SGD <br />UNIT -A 1532 <br />6068 SGD <br />UNIT-C 1624 <br />6068 SGD <br />UNIT-D 1625 <br />6068 SGD <br />UNIT-D 1625 <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 Coverina <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"A" 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: Installcontrol 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 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 manufacturers 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 />• <br />ntinuousl above all ro'ectin wood trim. • 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 />CV <br />4 <br />CV <br />00 <br />0 <br />0C <br />d �. <br />-n <br />CW <br />0 �a <br />f^d <br />to = - <br />j: <br />ch <br />N <br />r� <br />e.• f <br />-'� • ' • • • ' `�," 'moo <br />.° r' -S <br />C9 <br />tir <br />Al <br />o the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W E <br />01 <br />r° <br />0°00 <br />Mp <br />�N O'��. <br /># LL <br />C LL <br />—r W <br />n. <br />JLL� <br />z a 4 <br />W �Z 0 <br />(N M Z d J <br />L <br />ZN O K <br />9 <br />U c9 <br />W OO <br />CD <br />Z_ N Cl) <br />z C. <br />z <br />n- <br />V I z 9 <br />t,n4-1 <br />vas <br />U <br />0 <br />w g <br />N <br />U <br />� E <br />8 <br />® w <br />V <br />S <br />c � <br />Q Y <br />�0 <br />soy <br />� <br />E <br />za <br />tg <br />¢" <br />E O V <br />sLL <br />z <br />z® <br />oa <br />U0x� <br />Z <br />as <br />w o <br />E 6 <br />Y <br />W s <br />m <br />Z <br />�! <br />v —1 <br />S c) <br />O <br />_ <br />T <br />w <br />7by <br />a <br />- <br />U <br />W <br />3 <br />T <br />0 <br />W <br />K� <br />0. <br />N 1U <br />T.� <br />m <br />o& <br />�a <br />Mill <br />C <br />a <br />M <br />0 <br />C O <br />Urn <br />co <br />m <br />d' <br />CV <br />� <br />0 <br />~ <br />Liz <br />CV <br />C4 <br />� `� <br />O <br />Liz <br />N CL <br />N <br />T- <br />Cr <br />O <br />00 <br />W m U <br />CD <br />N <br />I— <br />LO <br />Liz <br />+-� <br />M co <br />LO <br />O <br />LO <br />O <br />�; <br />CID <br />N <br />O n <br />T <br />E <br />(a <br />CV) T <br />Q <br />o <br />Z <br />T <br />c <br />m <br />0- <br />ai <br />v M <br />U _JQ <br />c <br />_J <br />JOB <br />NO: 23-00582-00577 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.1 <br />