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6336 Bar S Bar Trl
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6336 Bar S Bar Trl
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Last modified
3/4/2025 4:55:57 PM
Creation date
2/18/2025 3:26:48 PM
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Building Plans
Street #
6336
Location
Bar S Bar Trl
Contractor
Lennar Homes
Building Plans - Permit #
5108
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jl— 1,1111i <br />SCORED <br />STUCCO <br />BANDS — <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />- SCORED <br />STUCCO <br />BANDS <br />T.O.P. <br />EXTERIOR <br />PLASTER <br />ON FRAME <br />SCORED <br />STUCCO <br />BANDS <br />_2_nd_FIN_ <br />FLR. <br />T.O.M.- <br />T.O.M. aDC <br />/ENTRY <br />HDR. HGT. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />�—SCORED oc <br />STUCCO <br />BANDS <br />FIN_ FLR. <br />16070 OVERHEAD DOOR <br />FRONT ELEVATION - B <br />SCALE: 1/4" = V-0" <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />E VENT MANUFACTURER SPECIFICATIONS <br />6" <br />SCORED <br />STUCCO <br />BANDS <br />v <br />SILL DETAIL. <br />SCALE: 3/4" = V-0" <br />SCORED <br />STUCCO <br />BANDS <br />HEAD DETAIL <br />SCALE: 3/4" = V-0" <br />— —T.O.P. <br />------ ------------------------------ <br />EXTERIOR <br />PLASTER ON CJ CJ <br />FRAME <br />25 SH <br />--————— — — — — — — <br />FLASHING � <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />------I-- <br />v <br />CJ / WEEP <br />--- ------------------------------ <br />25 SH <br />35 SH <br />-- 2NDF <br />—---------- <br />_ _T.O.M <br />/ ENTF <br />HDR. I <br />SCORED <br />STUCCO <br />BANDS <br />------------------I--------[--I------------------- I ---FIN. FI <br />LEFT ELEVATION - B <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 />r Loverin <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 e continuous h b cont u us to a 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 />0 C. <br />7 <br />C� rs <br />r �X <br />+__i- <br />tti <br />l 4 <br />1`J <br />n <br />J C]l <br />a <br />= <br />C <br />c O O <br />c= U <br />0 LU <br />> CL <br />�;11?'11t1In f � <br />Np <br />-i <br />Kl. <br />JFESZ: <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 <br />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 />F <br />a <br />of �r <br />O M 8 N ta`p <br />LLLL <br />No0 <br />C <br />Nm CD J <br />20 ui ve LL Lu <br />N <br />U:3r-r,� LL Lu a <br />Ov z5z a <br />Qy <br />M <br />J� W U S <br />m- a <br />Z <br />Z <br />J O <br />m <br />m <br />_ 0 O <br />r o Lu <br />tD JrO � <br />W <br />m co <br />�� Trn <br />Z <br />LL <br />a a <br />co <br />Z <br />N MZ XN0 <br />U � <br />O 0 (0 <br />s W <br />U <br />0 0 <br />z N <br />z o � <br />Q <br />J <br />a <br />n <br />M <br />z <br />�N <br />a <br />�U <br />w 2 <br />to <br />w0 <br />0 <br />N <br />Of •, <br />�N <br />U <br />LL, <br />... <br />i <br />J <br />F— <br />z i <br />V I <br />c� a � <br />Q W Y <br />N � <br />• <br />seo <br />o <br />CO <br />Z <br />M <br />Cl)o� <br />w <br />LL- <br />E <br />za <br />wo <br /><z <br />r- <br />o <br />Ei. <br />Za <br />—CL <br />M. <br />as <br />D° <br />�U <br />O <br />O E <br />Z <br />N <br />W 0 <br />w <br />_ ra <br /><o <br />z <br />H <br />m� <br />O <br />�Z <br />0- <br />Z <br />J <br />ZZ <br />N <br /><,w <br />Z <br />N <br />om <br />aZ <br />�w <br />W <br />) <br />op <br />GIs <br />o <br />0 <br />wx <br />5 <br />o <br />3 <br />y 0 <br />>M <br />0 <br />rn <br />C9 <br />(ID NT <br />N <br />CT Y <br />T <br />W U <br />�/, o <br />m <br />CD <br />0 <br />04 <br />0) <br />t� <br />N <br />Lo <br />N <br />Q <br />N <br />T <br />iri <br />E <br />N <br />iri N <br />o <br />Z <br />Z <br />N <br />a <br />E <br />v <br />Q o <br />� <br />JOB <br />NO: <br />22-02370 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />
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