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6766 Back Forty Loop
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6766 Back Forty Loop
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Last modified
3/20/2025 9:42:49 PM
Creation date
2/27/2025 11:25:59 AM
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Building Plans
Street #
6766
Location
Back Forty Loop
Contractor
Lennar Homes
Building Plans - Permit #
6037
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EXTERIOR PLASTER <br />ON FRAME <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 4' OFFRIDGE VENT 12 <br />5 l/ —5 <br />(2) 25 SH <br />----- -----CJ —/W---EEP — — — — — — — — — — <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />T.O.M. <br />T.O.M. <br />GAR./ EN_ <br />HDR. HG- <br />FIN. FLR. <br />35 SH <br />HDR. <br />2ND FIN. FLR. <br />H[ <br />— <br />`C <br />----- <br />-- <br />FI <br />REAR ELEVATION - ELEV-A <br />SCALE: 1/4" = V-0" <br />ErMr=nnr A00 C+urnrhr C' rnrOTAI r cn AC' MMM <br />RIOR <br />TER ON <br />IE <br />URED <br />NTITIOUS <br />H ON CMU <br />RIGHT ELEVATION - ELEV-A <br />SCALE: 1 /4" = V-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 <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 />R703.73 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 />c+� <br />ce, <br />N S w�i <br />O� <br />LA_ 0- <br />_cc - <br />�,F, <br />CU <br />CA <br />ro <br />71, <br />E, <br />m <br />M <br />CV <br />0 <br />N <br />_a <br />M <br />r No P 78T5` <br />2. <br />® � r <br />��'• S T ATE nr •'[ra <br />w <br />�. <br />d®4e j 0" N <br />To the best of the Engineer's 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. 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 />W :, E 20 N <br />o N c8i., -, n v <br />N O C ik <br />J <br />� <br />0 °o LL <br />0 rgtira u w <br />N M v o_ nw <br />LL aw Z <br />a (ULLZ <br />0 <br />v o <br />5 0 Z) <br />0 <br />Z t my <br />C rO 2 <br />W <br />'ccm <br />� N lam- d <br />� C Z <br />W J r <br />w <br />N m Z U � <br />LL <br />}_ <br />o U ❑❑❑ <br />Z <br />W <br />M � <br />Z N M <br />O Q <br />Z o <br />M <br />o <br />0LU <br />J <br />o <br />O LLIul <br />w. <br />t/1 � <br />U <br />' — E <br />L U <br />MIN <br />79 <br />dsvmmvjllmmlvmlm(� <br />J O N <br />O <br />< <br />®I <br />o <br />� <br />w <br />c <br />M <br />J <br />Z ¢ <br />� ?s?�55 <br />Z <br />a <br />� <br />m E <br />E �U <br />�0 <br />�Z' <br /><� <br />as <br />t- ro <br />g o <br />00 <br />o E <br />°< <br />AF <br />N <br />o <br />Qp <br />Z <br />Cn <br />�Z <br />w <br />m0 <br />�? C <br />O V <br />z <br />S< <br />Z z <br />Z <br />go <br />c"n <br />WE <br />K <br />az <br />N F <br />t <br />m <br />_� <br />a z <br />° <br />> CM <br />rn <br />m <br />co <br />0 <br />L00 <br />cu Lr) <br />Q <br />=) N 0- <br />111) <br />_ <br />Q <br />Y <br />N <br />a. <br />U) m <br />N <br />�_ <br />� <br />LO <br />OY <br />cvo <br />O <br />N <br />Q (0oo <br />T <br />E <br />2: CO �M <br />00 <br />o <br />z <br />Z <br />i6 <br />E O m <br />is <br />m <br />EL <br />E iv <br />0 � Q o <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />
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