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36351 Well Hill Way
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36351 Well Hill Way
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Last modified
2/28/2025 4:21:17 PM
Creation date
2/28/2025 11:07:27 AM
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Building Plans
Street #
36351
Location
Well Hill Way
Contractor
Lennar
Building Plans - Permit #
6700
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FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />c <br />b <br />— ----------- ----------------------------- <br />- y <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />25-SH 25-SH CJ 12 FLASHING <br />14.0 <br />------------------------------ /// — \--- — ---- <br />35-SH <br />R... 1-------------------------- LA- <br />6068 SGD <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />REAR ELEVATION - B <br />9'-0" RIDGE VENT <br />— — — — — — — — <br />EXTERIOR <br />PLASTER ON <br />FRAME 1 H3-SH <br />24 SH <br />12 <br />4.01 <br />----------� <br />CJ <br />FLASHING <br />12 <br />------------------------------------------------------- �4.0 <br />-- ----- ----- — <br />NN t-L.M <br />--------------C------------ Tnnn <br />CJ <br />- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - <br />2'-0" <br />1 H3-SH <br />-----------------------------------------------------------------------------------------------------------1---FI <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />LEFT ELEVATION - 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%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 />CV* <br />N <br />O <br />N <br />J <br />y CS YG <br />ro �. <br />"��.= <br />"I o ro <br />a) CD <br />3 M <br />v <br />d u <br />Cu <br />N Q-� <br />�o <br />�•`J�SE <br />J <br />s"tY' <br />4?, OPF'S <br />S I Ott <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 />E N N <br />a co N_ <br />4 <br />C1 <br />V J <br />0 yin°° "" u. <br />N N N r w <br />� w a a <br />M � rNi oLL <br />a c a Y <br />J LL Z <br />Z c°� p O <br />ca BSc O <br />r m o .- 0 <br />- <br />7 CV CO m W Q <br />Q IM <br />W <br />C/5 ¢ w <br />of 0 <br />N M Z H <br />A <br />U rVIL <br />;^ <br />Vim U ❑ I] ❑ <br />W <br />V M � <br />M <br />o <br />z <br />z o <br />Q <br />N <br />U) <br />- <br />M <br />z <br />0Ln <br />Q� o o <br />'L <br />'V9 <br />rc w C <br />o cc'Pt+ <br />U <br />0 '. o_01M <br />V) c N <br />�N-91 <br />U ai <br />'— J EEo <br />L U <br />ol,, <br />U O <br />Cl-rn <br />ta <br />N M <br />C <br />M <br />J <br />� <br />Z <br />z <br />� <br />l.� <br />p <br />zo <br />yN <br />_� <br />zo <br />a <br />ii <br />E U <br />o� <br />•�'z <br />oa <br />F� O <br />o <br />Uo <br />E <br />�o <br />~ <br />Z <br />° < <br />a Z <br />z <br />w° <br />�Z <br />� <br />�� <br />E, <br />Z <br />m � <br />J <br />mZ <br />aZ <br />F� <br />oa <br />Zz <br />50 <br />W <br />r <br />o <br />m <br /><0 <br />Q0 <br />Z � <br />a <br />aLL <br />z <br />3 <br />oM <br />�� <br />'a <br />MJ <br />v <br />02 <br />3 <br />N O <br />i <br />�L <br />J <br />rn <br />m <br />O <br />00 <br />CO <br />O <br />::3Co <br />.^ <br />r <br />U) m <br />N <br />N <br />O) <br />CO <br />> <br />T ci <br />U") <br />T <br />Q CM N <br />T <br />CD <br />M C` <br />o <br />Z <br />m <br />Z <br />� vi In <br />E O V <br />d <br />E <br />U � Q p <br />� <br />JOB <br />NO: 23-06102 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />
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