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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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FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />HFFI Hr.T <br />- — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ---- <br />EXTERIOR IN IN <br />PLASTER ON <br />FRAME <br />FLASHING CJ 12 25-SH 25-SH <br />4.OF ' -, <br />---- ----—--'------------------------------ ---- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />1 <br />1 <br />I <br />12 <br />i 4.0[-- <br />35-SH <br />—L—A.......................... I--- F <br />6�awo REAR ELEVATION — B <br />SCALE: 1/4" = 1'-0" <br />9'-0" RIDGE VENT <br />- - - 7 12 <br />- <br />15.0 <br />_ T <br />I r <br />I � I <br />i <br />CJ <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />- — — — — — — — — — — — <br />— — — — — — — — — — — — — — — — — — — — — — — — -- — — — -- <br />rlly rt_rt — ------------ — -- <br />— — CJ/WEEP <br />, <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />12 <br />14.0 <br />� ----------- <br />TEXTURED <br />CEMENTITIOUS <br />CMU( ON <br />T°; RIGHT 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, 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 />P <br />Me- O <br />A N <br />C U <br />= eo a .- <br />'y -O N L <br />Q m N -� <br />O► y <br />CD <br />Y 3 <br />�cn <br />� ao <br />E <br />�9 <br />0'1%ogRO W'N'/r��� <br />U �{; •�� <br />�YOFE <br />SSIOaP <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 />U) <br />W v E <br />Q <br />O N O <br />Ow 00 N_ OrD <br />fn r- <br />a cc LL w <br />J LL tL a <br />—v Lu <br />Z .c � <br />C.29 0 <br />W o@~� 0 <br />05�C'4 m <br />Z MZ a k <br />N <br />LLW <br />OU <br />z <br />W ❑ ❑ <br />z � <br />z <br />N <br />WL/l z <br />0.1 <br />LL <br />'�• <br />'�4-10 <br />T Cn <br />U <br />O w $ <br />N Ly N <br />U <br />t <br />0 <br />c � m <br />Yo <br />Q <br />• <br />�Q <br />N W <br />I� <br />o <br />w <br />M <br />O <br />Zr <br />ZZZ <br />Q <br />u' <br />E <br />ZO <br />Zo <br />Q� <br />Q <br />a 0 <br />❑F <br />Q= <br />z® <br />f— n3 <br />o <br />oCADf <br />Mp <br />G�o <br />5Z <br />Z <br />r0 <br />L <br />wo <br />�< <br />w = <br />�� <br />� <br />��mo <br />�� <br />¢ o <br />W 0 <br />Z <br />m J <br />NYzZ <br />m <br />¢ ° <br />'< w <br />0z <br />W <br />T <br />o< <br />wLL <br />� <br />go <br />aW <br />N <br />2 r <br />O <br />m <br />�� <br />�a <br />o <br />w` <br />;o <br />Will! <br />cl� <br />a <br />O0 <br />zla <br />0 <br />Lo <br />0 <br />rn <br />m <br />W <br />O <br />LO <br />CN <br />Cn <br />Cr <br />N <br />LO O <br />IUD <br />r <br />Q LO 11.0�— <br />a, <br />M ` <br />O LO <br />c <br />Z <br />(0 <br />Z <br />7 Nl <br />E N Icc <br />a <br />E n w <br />U � ¢ p <br />c <br />31 <br />JOB <br />NO: 23-06122 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />
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