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36499 Well Hill Way
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36499 Well Hill Way
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Last modified
2/24/2025 1:21:55 PM
Creation date
2/19/2025 10:20:03 AM
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Building Plans
Street #
36499
Location
Well Hill Way
Contractor
Lennar
Building Plans - Permit #
6519
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_iL L 1 I 1 RI I 't 1111111111711111 P' A I I I I I II1— — - I - -- — — -I - - IM._. <br />12 <br />5 <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />�5 <br />_ - - _ -- - - - - --- --_ --- - _ T.O_P <br />_ HDR <br />L a R� <br />EXTERIOR PLASTER DECO <br />1/2 33 SH SHUTTER FLASHING <br />ON FRAME s r <br />DETAIL <br />, 5 <br />12 25 SH 25 SH <br />5 2ND 1 <br />---------------------- <br />--- T.O.M. @ GAR <br />---- - -- ------------------- <br />CJ / WEEP r / ENTRY <br />HDR. HGT. <br />TEXTURED <br />CEMENTITIOUS 1 � � � � a a � � � 1 i SCORED <br />FINISH ON CMU U U STUCCO BANDS <br />ElEl�El �� c <br />SCORED STUCCO c <br />BANDS E] <br />1 D E::] E] =El01 - <D CV <br />N <br />z7== ---1 _ �� -- -- FIN_FLR. <br />3068 16070 OVERHEAD DOOR <br />FRONT ELEVATION — ELEV—A <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 — - -- T -- -- --- <br />12 <br />-------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - - - -F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- <br />EXTERIOR p <br />PLASTER ON <br />FRAME <br />�a�'�� <br />tgdi fib.. <br />25SH <br />- — — — — — — — — <br />FLASHING <br />— — — — — — — — — — — — — — — — — <br />------------------------------------- - - - - - - - - - - - - - - - <br />CJ / WEEP <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />--- g. ------------------------------ <br />25 SH <br />35 SH <br />I <br />SCORED <br />STUCCO <br />BANDS <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 />SCORED <br />STUCCr' <br />BAND: <br />DECO SHUTTER <br />SCALE: 3/4" = 1'-0" <br />--------------------T.O.P <br />HDR. <br />�— - -� <br />2ND F <br />- - - ` ----_ _�_ - _T.O.M. <br />- - - - - -1 - - -- - _T.O.M. @ GAR <br />/ENTRY <br />HDR. HGT., <br />SCORED STUCCO <br />BANDS <br />--L-J----------------------1---FIN. FLR. <br />LEFT ELEVATION — ELEV—A <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 a 7/16" head, or 1-1/2" long, <br />16 gage staples, spaced in accordance with ASTM C1063 or <br />C1787, or as otherwise approved. (Refer to sheet SN1 for the <br />engineered method for 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 <br />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 />CVI <br />a <br />0 <br />�UJ <br />2 � W <br />O <br />W. aCL � o <br />CN <br />m N <br />Mo _ <br />y-0o <br />Q CD <br />CN <br />m x <br />d a. w as <br />E C <br />d W <br />3 <br />a <br />u as <br />� cu <br />to G a <br />_ e <br />Q <br />C� <br />� '. �i�Y SiAIfFpA, <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 />V) <br />WIII E <br />00 <br />c7 <br />a s <br />O <br />N N m <br />Y � c N n <br />OC. <br />Q J < LL w <br />J LL w 55 w o <br />—a a Y <br />0 <br />Z <br />L <br />mS <br />�iNN O <br />° <br />JZZLLZOU <br />i°a mW w <br />O <br />UQ <br />W ❑ ❑ <br />z N M <br />o <br />CID <br />z <br />Q <br />13 <br />to z In <br />� o <br />(Dru <br />�--+ V'3 <br />LL, <br />Q U <br />L o <br />0) L n V <br />� NV) L y <br />co <br />U � <br />_ <br />�i <br />L <br />U <br />0 <br />IN <br />s eo <br />o <br />C <br />J <br />> <br />z <br />LL <br />EE <br />z o <br />> ry <br /><M <br />ca C) <br />�LL <br />wZ <br />WCo <br />ns <br />j <br />O U <br />O <br />� <br />a4 <br />0 <br />UQ <br />Z <br />� <br />w <br />ww <br />5 2 <br />� L <br />�c <br />ttm <br />a <br />2 <br />E° <br />Z <br />m _5J <br />0�_Z <br />mm <br /><� <br /><w <br />Zi <br />W <br />U:) ? <br />T � <br />o <br />O p <br />w LL <br />2 z <br />� <br />m <br />& <br />' - <br />o <br />w <br /><< <br />�o <br />v <br />zIaoIs <br />3 <br />0 <br />c 0 <br />>co <br />rn <br />m <br />0 <br />00 <br />CID Ln <br />f <br />r <br />LJO <br />.-. <br />Cr <br />s <br />U)LO <br />N <br />m _ <br />o <br />N <br />Qi <br />> <br />am O <br />LO <br />N <br />Q L <br />T <br />ai <br />E <br />M M T_ <br />7 00 L <br />o <br />Z <br />CID <br />Z <br />N <br />E T N <br />`m <br />c <br />m <br />E w <br />cu <br />U <br />c <br />a <br />� Q p <br />� <br />JOB <br />NO : 23-06120 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.1 <br />
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