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►0 <br />9" <br />I0 <br />T <br />B KEYSTONE DETAIL <br />SCALE: 1/2"=1'-0" <br />WATER TABLE DETAIL <br />SCALE: 1/2"=1'-0" <br />12 <br />4.0�— <br />FIBERGLASS <br />SHINGLES <br />7' r T_`Z J Y <br />F <br />1071 01 0 <br />o Z MOD 25 SH Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z TEXTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z <br />F.FL. 16" BAND iv iv � i`1 16" BAND cv <br />CLG. HGT. <br />v <br />11111111110001 NEE <br />MEN 1100 MEN <br />mom <br />loom <br />on <br />!m <br />-0 <br />VINYL O <br />FOAM <br />SHUTTERS <br />(TYP.) <br />TEXTURED FINISH (:L"TEXTURED FINISH <br />q `'0 iq ke [Ell JLI E]E11:]E::1 0E:I0EI <br />aLJ FE <br />E <br />UNIT -A 1532 <br />T.O.P. — — <br />HDR. ---- <br />O <br />00 0 <br />io <br />T ll AI <br />00 00 - o000 0�0o i o0 <br />0� 00 0000 0�0� �0 <br />�� �0 _ -oo�o ❑oo0 EE PD <br />UNIT-C 1624 <br />UNIT-C 1624 <br />UNIT-C 1624 <br />ME <br />====' <br />r___ <br />12 <br />— 14.0 <br />MOD 25 SH <br />i <br />FIBERGLASS <br />SHINGLES <br />1 'L --'— — — T.O.P. <br />— — — HDR <br />0 <br />O 60 <br />>Z <br />16" BAND F.FL <br />V. <br />—---------- CLG.HGT <br />- <br />cD o � <br />00 Lo T <br />d' <br />UNIT -A 1532 <br />FRONT ELEVATION <br />SCALE: 3/16" = V-0" - <br />T.O.P. <br />HDR <br />O <br />0 60 <br />io <br />----- F.FL <br />Tn AA <br />n <br />F.FL. <br />TEXTURED <br />FINISH <br />TEXTURED <br />FINISH <br />TEXTURED <br />FINISH <br />--------- <br />ii> <br />----- F.FL <br />o <br />00 <br />o <br />00 <br />--------- <br />— <br />i <br />6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD <br />UNIT -A 1532 L UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 <br />REAR ELEVATION-X (ENHANCED <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 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 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 />CV <br />CV <br />C= <br />c�a <br />CIA <br />C%4 <br />Q_ <br />w <br />Cn <br />d <br />O L O <br />fD U Cl) <br />m x <br />N C <br />LM N <br />N O f9 <br />ou =' <br />CD <br />� 3 � <br />3 <br />to y CIOsa <br />� U d <br />N 1S A <br />= E <br />m c <br />a <br />0 <br />rr;;f <br />r �. <br />t : i : W 1 <br />To 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 <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seat. <br />N <br />W c E <br />a <br />N ag <br />V <br />o20 ao <br />O <br />tn��T # <br />ni M 410 ac LL <br />Q <br />J u_ y W <br />o_ <br />� <br />L t69 <br />_ <br />W " `° 5 <br />W P Y, m w <br />Z u4 M Z ¢ I— <br />NIL a . r <br />Z O U 6 0 <br />W ❑ ❑ <br />Z N lh <br />0 <br />z <br />a <br />M <br />CZ <br />—J o <br />4-J <br />t'6 w <br />OW O <br />�N in <br />(� r— <br />U 6 <br />c <br />Q <br />• <br />�Q <br />o <br />� <br />W <br />Cl) <br />M <br />¢ <br />0 <br />Z <br />i <br />U_ <br />cd a E� <br />a <br />a� <br />z® <br />oa <br />Za0 <br />E <br />►14 `6 ru <br />D <br /><o <br />x <br />wZ <br />00 <br />�< <br />wZ <br />N <br />p <br />o <br />ttw <br />d <br />ro <br />�� <br />< <br />Z <br />0xz� <br />m g <br />o <br />Z <br />Cn <br />g° <br />a <br />W <br />U <br />3 <br />h� <br />o <br />wa <br />Y° <br />aF <br />Z, <br />° 3 <br />c O <br />0 <br />>CD <br />ai <br />rn <br />CN <br />O <br />M <br />N <br />LA-)r <br />(N1 <br />'— <br />N <br />00 <br />W m <br />M <br />O <br />Gfl <br />0 N <br />LO <br />r <br />E <br />c CD <br />CN <br />O <br />Z <br />M <br />Z <br />� N <br />E T � <br />c <br />m <br />a <br />'am <br />U � Q p <br />_J <br />JOB <br />NO: 22-06559-06554 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.3 <br />