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36515 Well Hill Way
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36515 Well Hill Way
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Last modified
3/21/2025 10:49:03 AM
Creation date
2/27/2025 11:17:19 AM
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Building Plans
Street #
36515
Location
Well Hill Way
Contractor
Lennar Homes
Building Plans - Permit #
6512
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t, <br />) <br />) <br />12 <br />4.01 <br />RAISED BANDS OR FOAM <br />PER COMMUNITY <br />SPECIFICATIONS —� <br />SCORED <br />STUCCO TYP: <br />12 <br />— 15.0 <br />1Y � <br />25-SH <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />T.O.M. <br />— -------------------------- — ---- <br />��� 5U TEXTURED <br />El M M Ed M M F771 �1 I CEMENTITIOUS <br />FINISH ON <br />CMU(TYP) <br />1:1 Ll El E El 1:1 El E] <br />v <br />FIN FLR <br />FRONT ELEVATION - B <br />SCALE: 1/4" = 1'-0" <br />12 <br />^ 15.0 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />CJNVEEP-------------------------------I _*� <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />LEFT ELEVATION - B <br />SCALE: 1/4" = V-0" <br />n�ao LO <br />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 />or uoverin <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 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 />� <br />CZ <br />cap <br />fh� <br />o <br />Co <br />Q <br />•— <br />c; r� <br />Cn M ca <br />— �C-4 <br />N G <br />C J <br />3 == W arC <br />CU <br />d CL. <br />C, <br />3cc <br />CD <br />d0 CD <br />c CM <br />7n Q L7 <br />� E <br />o <br />a <br />0 <br />a�L <br />U <br />\O � 0 <br />FL LCX <br />``✓i�rRO� <br />1 Oda' <br />E S S <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 <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 />Engineers signature and seat. <br />N <br />A W <br />H <br />Q <br />of <br />t' <br />Ny, C N O <br />N <br />M <br />t-°°V <br />M C) LL <br />Q <br />J LL U_ ", a <br />Z <br />.- w a 2 <br />0 <br />w <br />7 ca 04 C <br />W <br />0 <br />0 <br />m w <br />Co <br />Z <br />0 <br />NZ a _ <br />ZN <br />O U U V <br />W <br />❑❑ <br />c9 � <br />Z N C] <br />0 <br />z m � <br />z � � <br />¢ <br />— <br />- N <br />M <br />N <br />z M <br />(.7 0 <br />� <br />U_ <br />4., <br />_ <br />N <br />LU <br />� <br />U <br />0 <br />NV) <br />w o <br />L✓ N <br />f6 <br />Nook <br />r— <br />U <br />w <br />r_ J � <br />L <br />S <br />z� <br />N <br />_ <br />< 8 <br />N Ol <br />F_ <br />� <br />J� <br />w <br />M <br />J <br />L.6. E <br />CL p <br />E= U <br />zo <br />I <br />o° <br />Ijz <br />Zm <br />o <br />z® <br />❑n <br />H r6 <br />¢r <br />O <br />pq <br />ZE <br />1 <br />ru <br />0, <br />w <br />O F <br />ZC_ <br />m <br />� J <br />y m <br />4 W <br />8 <br />o<sZ <br />W <br />0 <br />1j <br />J <br />J <br />O <br />M <br />zw <br />l <br />a <br />° <br />O <br />> LO <br />0 <br />m <br />fa <br />0 <br />O <br />co Liz <br />CN <br />Lid <br />Q <br />CU <br />U) 0 <br />m <br />� <br />N <br />_ <br />LO <br />0 <br />'� <br />N <br />0*) <br />CO <br />rn O <br />LO <br />T <br />L 0 <br />T <br />E <br />w <br />E C:)rA <br />M T_ <br />LO <br />o <br />Z <br />Z <br />e N <br />a <br />U � <br />Q p <br />JOB <br />NO: <br />23-06122 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />
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