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39795 Harmon Grove Ct
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39795 Harmon Grove Ct
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Last modified
3/21/2025 12:21:13 AM
Creation date
2/19/2025 4:04:47 PM
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Building Plans
Street #
39795
Location
Harmon Grove Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
1458
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•. a! i. rt _ arFai ...��:�..�rorm-w..a ,a�aw. 4. a. �l� l u.. ,. • _ _ ., l _ _ — - tar-IF_:1,.�l.I,L LL.W a4..1 �,1. _ -- _ — _ _— — _- - _ <br />— _ <br />.. a ... a .a.!!4.1. + U <br />' :l►.�.' a�� ill I � i i i : , , <br />it <br />11 <br />(+1") 6" SMOOTH <br />TEXTURED BAND <br />T.O.M. — <br />HDRHGT_--- ---- <br />■ <br />12 <br />�5 <br />FRONT ELEVATION — B1 <br />24'-0" RIDGE VENT <br />12 <br />5� <br />r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />3'-0" TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />SCALE: 1 /4"= V-0" <br />-- T.O.M. <br />----- HDRHGT. <br />25 SH 25 SH <br />F.FL. <br />-------------------------------------------------------------------------------------------------------------------------- <br />I---- <br />LEFT ELEVATION — B1 <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 <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, 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 />`r <br />,,,�ti;111411i! aillo%f�I <br />N <br />•� <br />N <br />U <br />C1 <br />'•. F L O <br />' <br />OFESSIOt% <br />v <br />��l/11 f l l 1111t�\\1 <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 />n <br />N O C J LL <br />0,nm�i <br />tll <br />vc"w <br />to r- LL w a <br />a Y <br />a <br />dMv <br />�LLiu- 0. w <br />0 <br />Z <br />0 0 <br />t ��p 0 0 <br />�. <br />L« ccN m W O <br />'l• <br />IL <br />a <br />N MZ �L.O <br />ZpV <br />c>� y <br />oaa <br />W <br />CD <br />N <br />z <br />z <br />¢ v <br />N <br />�r <br />- N <br />Z M <br />U <br />LL- <br />fa <br />U <br />LU <br />w <br />OLIJ <br />Of <br />U <br />UJ <br />" <br />_■ <br />U <br />rz <br />• <br />o <br />W <br />Z <br />M <br />LJL c <br />1= <br />o, <br />Z <br />LU <br />Q <br />_ <br />°a <br />o <br />Z <br />O E <br />N <br />a? t <br />d p <br />*Z <br />�o <br />o <br />�Iq <br />n7 <br />Cl)c <br />0 <br />gZ <br />>Z <br />Z <br />J <br />�b <br />01 <br />1Z <br />CL <br />3 <br />�k <br />J7 <br />�x <br />F <br />I� <br />O <br />rw <br />-k <br />0 3 <br />_ <br />L <br />ui <br />0 <br />.� <br />U <br />Ln <br />04 <br />U <br />2 <br />0 <br />m <br />o <br />CD <br />T <br />Te� <br />CN <br />O <br />ccLO <br />°�' <br />r <br />= O) <br />r <br />E <br />W <br />N <br />.. <br />Z <br />r <br />a <br />O <br />v <br />w <br />� <br />¢ o <br />JOB <br />NO: <br />20-8092 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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