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6328 Bar S Bar Trl
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6328 Bar S Bar Trl
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Last modified
3/4/2025 4:53:38 AM
Creation date
2/19/2025 8:52:31 AM
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Building Plans
Street #
6328
Location
Bar S Bar Trl
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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rn <br />Xi <br />a <br />v <br />v <br />S <br />cao <br />14 <br />a <br />A) <br />C <br />Cr <br />S <br />J <br />La <br />c�v <br />IV <br />CM <br />I <br />v <br />J <br />a <br />i <br />a <br />C <br />}i <br />12 <br />5.9� <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTURER <br />SPECIFICATIONS <br />-------------- <br />— ---------------- <br />HGT. <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />CJ <br />25 SH 25 SH 12----,,,—FLASHING <br />------------------------------4�/ -- <br />-------------------------- <br />CJ / WEEP <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />35 SH <br />------------------------- <br />12 <br />5.9 <br />_ J HDR. <br />6068 SGD <br />REAR ELEVATION — A <br />SCALE: 1/4" = 1'-0" <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTURER <br />SPECIFICATIONS <br />50 <br />FIN. FLR. <br />FIN. FLR. <br />T <br />ib <br />t <br />12 <br />5.9L'_� <br />5'-0" RIDGE VENT <br />4' OFF RIDGE VENT <br />�'i <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTURER <br />SPECIFICATIONS <br />RIGHT ELEVATION — A <br />SCALE: 1/4" = 1'-0" <br />5'-0" RIDGE VENT FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTURER <br />SPECIFICATIONS <br />T.O.P. <br />--- --------------- ----------- <br />RAISE BANDS OR HGT. <br />FOAM PER <br />COMMUNITY <br />SPECS 6" <br />TYP. r EXTERIOR PLASTER AG <br />= ON FRAME <br />9 00 1 H3 SH q 1 H3 SH 50 <br />EXTERIOR PLASTER M I- F_ CJ CJ <br />ON FRAME -- —FLASHING <br />24 SH <br />25 SH 12 12 <br />12 FLASHING 4 <br />FIN. FLR 4�-------------- ------ — — --- --- FIN. FLR.. <br />4 ------------------------------ <br />--- — — — ---- <br />T.O.M.:- T.O.M. •- <br />CJ / WEEP CJ / WEEP <br />r r, HDR. IV <br />TEXTURED 1U/ ED 1U/ F11 <br />� <br />CEMENTITIOUS <br />TEXTURED <br />FINISH ON CMU CEMENTITIOUS <br />iio FINISH ON CMU <br />SANDEDOP <br />FINISH 1E1 H3 SH 2'-0" o? <br />E:1===E:1=== <br />50 <br />ooN--- --- ---Z --------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FIN. FLR., <br />FIN. FLR <br />FRONT ELEVATION — A <br />SCALE: 1/4" = 1'-0" <br />ALL TRIM LINES <br />ARE SCORED <br />LEFT 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 />txtenor uovering <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"A" 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 />O <br />- O <br />h. <br />_' <br />;. . <br />N <br />z <br />1 : <br />i� .' S <br />►i 1 <br />' (1) .0 <br />O� <br />a C <br />(6 0, O O <br />> CL Lu <br />r <br />IJ <br />`0 N <br />N <br />' <br />- <br />• <br />—; Q <br />\ N <br />J <br />l <br />.� <br />F LO <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />C> <br />o $E n <br />8 N�vc <br />v <br />mLL <br />li <br />0) <br />a <br />r'nN1- LL Lu a <br />y M st � Y <br />LL LL � d <br />0 <br />Z <br />L M 0 O g <br />1 <br />C��o� <br />W <br />L <br />ILW <br />-- <br />aa <br />OD <br />N MZ aWarnO <br />O U U_j Cl <br />Z <br />oa❑ <br />0 <br />Z N � <br />z � <br />Z <br />a <br />E3 <br />z <br />.� <br />�4-J_ <br />U <br />LL <br />o <br />W <br />�0 <br />w $ <br />V) <br />c Ao <br />w <br />t 8 <br />Q <br />& <br />S� <br />o <br />w <br />IL <br />E <br />E <br />0 <br />z� <br />�� <br />�N <br />z• <br />Q <br />E <br />F- <br />wo <br />Y O <br />Xz� <br />o U <br />Z <br />E <br />O E <br />ro <br />g i <br />W� <br />q; t <br />0 <br />o <br />m� <br />to <br />Cx <br />z <br />O <br />O¢ <br />Z <br />d <br />oti <br />w <br />O <br />1 <br />Z <br />p <br />a <br />ywO <br />W <br />o <br />>g <br />za <br />a <br />63 <br />c CD <br />0 <br />J <br />rn <br />m <br />cc �. <br />N <br />r <br />T <br />W m <br />0 <br />O <br />LO <br />� <br />N <br />o <br />LO <br />N <br />Ln <br />ai <br />W <br />M <br />C`V <br />y N <br />o <br />Z <br />Z <br />E CV <br />a <br />c0 � <br />¢ o <br />JOB <br />NO: <br />22-02369 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2 <br />
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