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36453 Well Hill Way
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36453 Well Hill Way
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Last modified
3/21/2025 10:38:55 AM
Creation date
2/27/2025 11:16:38 AM
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Building Plans
Street #
36453
Location
Well Hill Way
Contractor
Lennar Homes
Building Plans - Permit #
6593
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I P. I Ir MWM�� <br />EXTERIOR PLASTER <br />ON FRAME <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />12 <br />5 <br />25 SH 25 SH <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br /><�.�5 <br />I J.— <br />T.O.P. <br />HGT. <br />1/2 33 SH <br />Ci 60 <br />I i I 2ND FIN. FLR. <br />12 <br />5 F�:� <br />CJ / WEEP <br />35 SH <br />6068 SGD <br />-J <br />HDR <br />I FIN. <br />REAR ELEVATION - ELEV-B <br />SCALE: 1/4" = V-0" <br />_J <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />IGT <br />Ci Ci <br />EXTERIOR <br />PLASTER ON <br />25 SH FRAME <br />r)FFP'Inr;[-- <br />q. FLR. <br />-------------------------- ----------- <br />FLASHING <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — - <br />Z— — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — <br />CJ WEEP <br />GT. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />R------ I --------------------------------------------------------------------------------------------------------------------------- I ------ <br />RIGHT ELEVATION - ELEV-B <br />SCALE: 1/4" = l'-O" <br />General Notes <br />ROOF CRITERIA: <br />41 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />.0 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 Coverina <br />R703.7 Exterior Plaster. <br />Installation of these materials shall be in compliance with ASTM <br />C926 and ASTM C1063, orASTM 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 a 7/16" head, or 1-1/2" long, <br />16 gage staples, spaced in accordance with ASTM C1 063 or <br />C1 787, or as otherwise approved. (Refer to sheet SNII for the <br />engineered method for Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.xl-1/2" long (3/4"-l" 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. vertical ly/horizontally or compatible adhesives, <br />exterior gun -grade, construction adhesive with 11" 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 />C1 063 & 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 manufacturers 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: Anc 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 />""4 <br />Ca <br />C= <br />CL 4= <br />CJ C" <br />C4 <br />CN <br />= <br />W CL. W <br />C C2, <br />V <br />C= ci CC <br />CU <br />=21 <br />Z CS <br />C21 CJ <br />x 1Z <br />\\\\\ go W/V <br />,\N <br />'N <br />iz I <br />`0 <br />C4 <br />t_k <br />C) <br />* <br />4) <br />C) <br />F L 0 <br />OPESSIO <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply wit) the 2020 <br />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 />0 <br />W <br />E 8 <br />8 <br />N CrM <br />'Z R L-. Lu <br />C14 0 0. <br />'4 <br />r6 <br />L LL <br />L <br />Z <br />9 <br />5 CIA Lu <br />0 <br />W <br />U) <br />Z <br />ILW <br />LLLL <br />0 W <br />.0 Z� 0 <br />to Z <br />Cl) <br />Z <br />N <br />66 <br />W <br />CD <br />Ck- 7 <br />U, <br />V) <br />- __ 1' <br />C1 <br />(1) <br />4-J <br />C-/, <br />LU <br />0 <br />g <br />V) <br />CO <br />cl <br />CID <br />C13 <br />V_� <br />LL_ <br />cd E <br />E <br />10 <br />M;' <br />Z <br />I Z <br />C <br />C <br />f. <br />wo <br />OM <br />Z <br />Z <br />M W <br />Z� <br />20 <br />W <br />mill <br />.9 0 <br />M <br />co LID <br />LO <br />Cr <br />ca <br />U5 <br />4-0 <br />LO <br />4-J <br />0 <br />ce, <br />C) <br />C:) <br />CY) <br />LO <br />U') <br />E <br />a CN <br />ce) <br />0 <br />Z <br />Z <br />E 1 <br />4) <br />M <br />cc <br />0 <br />4) <br />_J <br />JOB <br />NO: <br />23-06107 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />
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