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6306 Bar S Bar Trl
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6306 Bar S Bar Trl
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Last modified
3/20/2025 11:46:07 PM
Creation date
2/19/2025 11:37:13 AM
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Building Plans
Street #
6306
Location
Bar S Bar Trl
Contractor
Lennar Homes LLC
Building Plans - Permit #
5062
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RAISED BANDS OR FOAM <br />PER COMMUNITY <br />SPECIFICATIONS <br />SCORED <br />STUCCO TYP: <br />12 <br />15.0 <br />25-SH----------- <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />FRAME r <br />r 00 <br />FLASHING <br />2ND FIN <br />— —------ -------------------- ----- — — ---- <br />S�� i�TEXTURED <br />FE-11 n1 I � � � � � � � � 11 CEMENTITIOUS <br />FINISH ON <br />ElElElElElEl�� CMU(TYP) <br />ci <br />00 <br />DDOOODaO <br />FIN FLR <br />3068 <br />FRONT ELEVATION — B <br />SCALE: 1/4" = 1'-0" <br />9'-0" RIDGE VENT <br />12 <br />� 15.0 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />12 I— I <br />4.01 CJ 25-SH CJ 12 <br />— 14.0 <br />CJM/EEP <br />------------------------ ------------------------------------------------------- <br />v <br />�t 0 <br />r; <br />25-SH 25-SH <br />---- -- — ---------------------------------—---------------------------------------------- ----------- F <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />LEFT ELEVATION — B <br />SCALE: 1/4" = 1'-0" <br />LO <br />1; DETAIL <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 />SEP 0 8 2022 <br />\/rRA <br />VIRTUAL c; T <br />Virtu a� dx,iF <br />Plans Rev* c,.;n.- , "ad at,J a-, ,roved <br />a i- <br />f�,r� nth <br />for Compliance mth (tre <br />Edition by Debra Acme: Klahr PX2300 <br />r <br />w, <br />e • _NSE" <br />f <br />BAY ,�•.a+ F <br />V <br />� <br />l��tt119111'°,� <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 <br />F of 1� <br />Q O m 8 N r k <br />N oo m s LL <br />AJLu <br />G -� G co v°ri 4t w <br />a a <br />�M0 <br />LLa Y <br />N <br />Q JELL a <br />t9 0 <br />Z <br />s a 0 <br />j 'r6 N toC O J <br />Wc°n2°'°' a¢ a <br />Z <br />Cl) X ao <br />ON <br />�;3Z U)I <br />aoo <br />V M V <br />z N O <br />2 to <br />z <br />J — <br />N <br />M <br />v (D <br />LL <br />c� v' <br />w � <br />� a <br />U <br />0 ,,, o <br />V) c <br />U � <br />u, J <br />U <br />= t <br />U oo °N <br />c <br />¢ W Y <br />M® <br />N O) <br />co <br />� <br />w <br />Cl) <br />Z Q <br />o <br />Z <br />� <br />ccr <br />ca-E E <br />°° <br />® <br />fca <br />O E <br />oz°Z <br />ai <br />W <br />aZ <br />Z <br />N <br />t <br />Gp <br />¢o <br />�� <br />w� <br />rB <br />C <br />z <br />y <br />Nm'<w <br />'0 <br />zZ <br />Z <br />J <br />Zz <br />�w <br />o< <br />Z <br />go <br />W� <br />U <br />wLL <br />ao <br />�W <br />r- <br />�z <br />�3 <br />co <br />co <br /><Q <br />>° <br />a <br />00% <br />zd <br />c O <br />0 <br />> LO <br />0 <br />rn <br />�a <br />0 <br />co <br />� <br />CT r <br />r <br />v J <br />m <br />0 <br />CO <br />N <br />C) <br />N <br />LO <br />r <br />Q N <br />r <br />E <br />mCD <br />CV <br />N <br />o <br />Z <br />z <br />v <br />E CV 42 <br />a.0 <br />Q p <br />JOB <br />NO: 22-02366 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.1 <br />
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