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39769 Harvest Creek Ln
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39769 Harvest Creek Ln
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Last modified
3/20/2025 5:34:47 PM
Creation date
2/19/2025 8:20:53 AM
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Building Plans
Street #
39769
Location
Harvest Creek Ln
Contractor
Lennar Homes
Building Plans - Permit #
1461
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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />HDR HGT. - <br />TEXTURED <br />CEMENTICIOUS <br />= FINISH ON C.M.U. <br />o _ (TYP.) — <br />00 0r0 <br />(O <br />TOM <br />C <br />a <br />—�=ice-' <br />- <br />__ 4' OFFRIDGE VENT.- -, <br />——r _ , _ <br />12 -, � � -, —r,� - 12 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />l - _....r_,_��-� � - � -. � � 1 '��-_�. I �+,.•�.-. i�1��—�....r � �.�I�a,—i_��-i -.—tea <br />6-0" - <br />1'-0" 1-1-------- <br />EXTENDEDOVERHANG TO <br />BE CENTERED <br />ON DOOR <br />REAR ELEVATION — Al <br />SCALE: ,,a. -,..a <br />14'-0" RIDGE VENT <br />12--- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <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 <br />a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in <br />accordance with ASTM C1063 or C1787, or as otherwise <br />approved. <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, fell 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 />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------------------------------- <br />1'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. 3'-0" <br />(TYP. ) <br />F.FL. L I L <br />RIGHT ELEVATION — Al <br />: 1 /4"=1' <br />ns� <br />= <br />J <br />o� <br />C_ <br />(U <br />SRO N <br />CD <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications aontelned 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 />N <br />(A 0 <br />$ CM <br />w <br />a2r CL <br />Lu <br />W <br />0 <br />O <br />°0 <br />WYgrn <br />m3sWJ' <br />'e. N (_ O_J <br />7' <br />IL b <br />a0 <br />M Z y O <br />pU � y <br />W <br />W <br />aa❑ <br />N <br />z <br />Z <br />z � <br />g <br />N <br />o <br />l <br />.O <br />N u- <br />ry <br />o <br />C <br />y <br />a sow <br />U„ <br />c <br />a <br />C-4 cm <br />ch <br />N � <br />Q <br />J <br />EE <br />WLL <br />� <br />=_e <br />ZCZ4$ <br />E OU <br />C" <br />C <br />M <br />� <br />oY <br />z <br />a <br />o� <br />i� <br />aii i <br />�N3 <br />Zg� <br />y_ C <br />J <br />Q ° <br />�Z <br />C <br />ou <br />O <br />O <br />Z <br />�o <br />O <br />> Ln <br />W <br />M <br />O <br />.> <br />c <br />N <br />co <br />J <br />N <br />Q <br />CO3 <br />0 <br />U <br />C1D <br />it 04 <br />(o o <br />0) <br />= N <br />rn (B <br />r <br />.-- <br />t— <br />E <br />NZ <br />C,)0 <br />Z <br />a <br />E <br />E 0 <br />E <br />Q o <br />c4 <br />JOB <br />NO: <br />20-8087 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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