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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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12 <br />5� <br />FLASHING <br />5 122 <br />- — — — — — — ` <br />04 <br />SCORED <br />STUCCO <br />BANDS — <br />12 <br />5 <br />SCORED <br />STUCCO <br />BANDS <br />_ <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />`\ 5 <br />SCORED <br />STUCCO <br />BANDS <br />--- <br />—Y _-- — — <br />HDR_ <br />EXTERIOR <br />PLASTER <br />ON FRAME <br />N <br />SCORED <br />STUCCO <br />25 SH <br />BANDS <br />2nd FIN. <br />r <br />FLR. <br />TOM <br />7—— — — — — — — — — — <br />----- <br />----------- <br />- ----------- ------ <br />CJ / W_ EEP <br />3068 16070 OVERHEAD DOOR <br />_T.0.M.Qa C. <br />/ENTRY <br />HDR. HGT. <br />n _0rr <br />u TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />SCORED <br />STUCCO <br />BANDS <br />N <br />- _ FIN_ FLR. <br />FRONT ELEVATION — ELEV—B <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />�5 <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 />-- -,------------------------------T• - <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------HDR_ <br />EXTERIOR <br />PLASTER ON CJ CJ <br />FRAME <br />25 SH <br />- <br />- <br />-- — — —— ----------------------------- <br />--------------------------- ------------------------------ <br />-- <br />FLASHING- <br />- <br />-------------- ..---------------------- - <br />CJ / WEEP—1—,--� <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />F_ <br />35 SH <br />i _2ND F <br />- - -- ----- ;-7. -_.-_T.O_.M.(a-)C <br />! ENTRY <br />HDR. HGT. <br />SCORED <br />STUCCO <br />BANDS <br />I V-] I_FIN. FLR. <br />�o <br />0 60 <br />00 <br />LEFT ELEVATION — ELEV—B <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 />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"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 fait 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 />a•� <br />o= <br />N <br />� <br />LU <br />W <br />CM <br />o <br />ati o <br />� <br />N <br />— Z GC2 ,L <br />-� <br />C.: <br />H t0 O � <br />4.'NY <br />10dd� <br />w E.0 <br />a <br />o <br />d <br />\%��`�v,�RO <br />4�y�''.s <br />o. �J <br />ca <br />.ROFESSI <br />` e"Willmll''k N <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 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />Q <br />0 <br />8 N <br />(� <br />O <br />D c J <br />fMf� <br />rQ <br />IANo u a ww <br />gJV 2C� <br />LLS <br />Z <br />u, Z <br />M p <br />oC <br />4 � <br />9 C' Co <br />(on pj O' Z <br />_ <br />ILW <br />W <br />- <br />N M 2 0 H <br />oU aoa <br />W <br />z <br /><:04 <br />a. N <br />U) <br />41) <br />o <br />4-J <br />cn d <br />0 <br />W <br />to <br />c <br />a <br />gi <br />w <br />r <br />1 <br />0 <br />Q��-- <br />o <br />M <br />z <br />0" <br />w0 2_� <br />O� <br />i <br />aE <br />Q <br />� <br />agq <br />?® <br />�O <br />�E <br />U <br />�oa <br />U <br />Z <br />d HC'J <br />ag <br />Qo <br />C <br />�� <br />0 <br />ZzZ <br />s <br />Z <br />Z <br />W <br />a <br />m <br />8 <br />$ <br />° z <br />'2 <br />3 <br />�z <br />¢ <br />�3 <br />Jo <br />`"? <br />0 <br />rn <br />15 <br />c� <br />N <br />N <br />co LO <br />r <br />=3 i— <br />Lin <br />LN <br />O <br />M O <br />LO <br />N <br />Q <br />LO N <br />T <br />M <br />N <br />M <br />�; LO <br />o <br />? <br />z <br />= <br />E <br />€ <br />a <br />9v <br />v _ <br />¢ o <br />JOB <br />NO: <br />23-06107 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />
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