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6384 Ten Acre Ct
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6384 Ten Acre Ct
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Last modified
3/24/2025 4:35:07 PM
Creation date
2/19/2025 11:40:31 AM
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Building Plans
Street #
6384
Location
Ten Acre Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
5546
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- — - i - - - I—J ,:. _.. - - .L k Ll J. -_ _--� - 4 . _& - -A - i ; - - 1, - y - I L- - j, 1. . , - iL LL__ _ .l �__ - _ ,� .1 e , __ -- 1..,�. .Ali ! iL �i yl It , i <br />19 <br />ao <br />00 <br />to <br />LR_ <br />T.O.M. <br />T.O.M. (Cp GAR.i <br />HDR. HGT. <br />FIN. FLR. <br />EXTERIOR PLASTER <br />ON FRAME <br />12 <br />5� <br />25 SH 25 SH <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />�5 <br />T.O. <br />HDF <br />---------------------- -- ------ <br />CJ 1/2 33 SH <br />------1------------------------------------------------I---2NDFIN. FLR. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />CJ / WEEP <br />35 SH <br />6068 SGD <br />e <br />REAR ELEVATION — B <br />SCALE: 1/4" = 1'-0" <br />FIN. <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />5 <br />CJ CJ <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />4' OFFRIDGE VENT 25 SH <br />— — — — — — — — — — <br />—FLASHING <br />— — — — — — — — — — — — — — — — — — — — — �- -- --- ----- - - - -- - --------------------- --- ----- - - - -- - --------------------- <br />CJ / WEEP <br />RIGHT ELEVATION — B <br />SCALE: 1/4" = 1'-0" <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <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 />or trove <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 />N <br />N <br />O <br />N <br />t� <br />N <br />I. - <br />od� <br />co W <br />c ✓ O <br />C A V N <br />-- ,a an x <br />=C C= <br />moo.. <br />N -a C N _C <br />Vf- Cr7 <br />� d <br />j'Et G <br />0 <br />a 3 <br />cm <br />cc <br />0: = D <br />=E <br />10 p <br />�LJ <br />0 <br />t l t l P►Jti: ia� <br />i.'e'.�1t1`i <br />f <br />F <br />C7 <br />R O F E WO\ <br />\\ <br />��t'fcrtf tl ll>;�t�� <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 />Q <br />O N <br />ti N 6,0 r <br />0 Go <br />dJ 0 U <br />di M LL <br />'Q <br />N J <br />C -J V W <br />� LL LL a <br />(7 <br />c wa <br />m <br />Zr co <br />0 <br />W N c0 O <br />W pjO' m <br />Z Co <br />Ln N z d J <br />IL <br />Z N O V U <br />W ❑ ❑ <br />Z c�v M <br />z <br />z i; <br />J — <br />13 <br />N ;ZM <br />(D 3 <br />0 <br />4-1 -E„ <br />f0 LL, <br />� <br />U — � <br />O W <br />Ly N <br />in <br />U iu <br />LU <br />U <br />c c <br />Q Y <br />• <br />N co <br />o <br />M <br />� <br />W <br />Z <br />a <br />J <br />LLZo <br />m s <br />a <br />U <br />Qi <br />X VWM <br />�o <br />W R <br />0 U <br />Z <br />O E <br />N t <br />to <br />ws <br />aZ <br />0:� <br />�v <br />N <br />o <br />`> <br />Z <br />ZZ <br />N 2 <br />w <br />op <br />Z <br />aZ <br />W <br />SC <br />� <br />Z <br />p <br />W <br />aF <br />i= <br />Mill <br />CC) <br />�' <br />� <br />il°d <br />ar <br />chi 3 <br />0 <br />c O <br />M <br />O <br />C <br />rn <br />L° <br />ctf <br />0 <br />L_ <br />0) <br />CU '— <br />O <br />U) m <br />N <br />� <br />L.,ci <br />O <br />h <br />N <br />N <br />"' <br />N <br />Q l• <br />E <br />M <br />L N <br />o <br />Z <br />E O m <br />e <br />M <br />a. <br />U _J Q p <br />JOB <br />NO: 22-08308 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />
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