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6418 Back Forty Lp
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6418 Back Forty Lp
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Last modified
3/24/2025 1:37:45 PM
Creation date
2/19/2025 10:09:41 AM
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Building Plans
Street #
6418
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6466
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41 <br />i <br />b <br />c <br />r110 <br />co <br />?7 <br />FIBEREGLASS SH1NLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />12 <br />5.01 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />EXTERIOR <br />-."LASTER ON <br />2ND _ <br />IN FLR <br />---- <br />HDR. <br />- - - - <br />--- <br />- <br />-- --- -- <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />- <br />F= <br />1 F=_1 MEl MD 0 <br />TEXTURED <br />v <br />CE IOUS <br />FINISHISH ON ON <br />CMU (TYP) <br />FIN FLR___L_ <br />12 <br />5.01 <br />FRONT ELEVATION - A <br />SCALE: 1/4" = 1'-0" <br />9'-0" RIDGE VENT <br />12 CJ 25-SH CJ <br />4.01 <br />CJ/WEEP <br />n <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />RAISED BANDS OR FOAM <br />PER COMMUNITY <br />SPECIFICATIONS <br />12 <br />- 14.0 <br />RIGHT ELEVATION - A <br />SCALE: 1 /4" = 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 />I Cxtenor covering I <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 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 />ers <br />car <br />r. C <br />r+. w <br />O <br />.Z MCL <br />5U McV <br />o <br />Q d N <br />w -" :5 CD <br />d co � <br />A Z .� e <br />g 3 cv <br />m <br />• as .Q <br />u <br />im <br />H ct •a <br />a � <br />Q <br />CL cs <br />m <br />M <br />fV <br />O <br />N <br />. <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 Flodda Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />W <br />F- v E <br />0 0 <br />g s <br />N N o <br />Y o a) m <br />co <br />000 �A N <br />N inter ° I$ <br />JL <br />ni N N <br />Q C J w <br />,n J LL u- tl <br />V w <br />o <br />CL <br />Z m�v co <br />( o <br />Y •� <br />o N <br />W <br />��pj <br />m w <br />0 <br />�. � N Z i J <br />M � <br />�n N <br />V <br />O U <br />Z U co <br />FIE] <br />N ['� <br />O O <br />Z <br />z o <br />M <br />z <br />v 0 <br />�N LL <br />,--j <br />w <br />O l o <br />V I may. N <br />C <br />f- <br />ro <br />= t m <br />C) o <br />• <br />fn' m <br />N m <br />o <br />Jz <br />w <br />� <br />o <br />Z <br />Z <br />_J <br />LL. <br />ce <br />o <br />G <br />zo <br />o <br />'zo <br />E= U <br />s� <br />z <br />Z® <br />oa <br />F� ru <br />mo <br />oo <br />Z <br />o E <br />oa <br />as <br />o< <br />°z <br />wo <br />�� <br />ci <br />z¢ <br />Fo <br />zZ <br />_5LL <br />J <br />o '° <br />� z <br />C, <br />o z <br />oFF <br />g oo <br />LL <br />az <br />�w <br />W <br />m� <br />�= <br />3 <br />az <br />�w <br />MJ <br />o <br />VO <br />wa <br />;o <br />zla <br />o <br />N O <br />= <br />L o <br />�..) <br />Orn <br />m <br />c� <br />O <br />CO <br />LO <br />N o <br />Q <br />07 0N <br />Y <br />0 <br />m <br />Ln <br />+_J O <br />}, <br />I\ <br />O Y <br />M <br />co `) <br />O <br />-O <br />0) <br />m <br />U-) <br />r <br />00 <br />Q N <br />r <br />i6 <br />E <br />CO U') <br />c <br />o <br />Z <br />Z <br />z <br />E N y03CL <br />0 Q <br />JOB <br />NO: 23-04907 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.1 <br />
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