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39894 Harmon Grove Ct
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39894 Harmon Grove Ct
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Last modified
3/4/2025 5:10:50 PM
Creation date
2/19/2025 10:23:29 AM
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Building Plans
Street #
39894
Location
Harmon Grove Ct
Contractor
Lennar Home
Building Plans - Permit #
1749
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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1 <br />� F�] <br />111:71 E <br />F1 [E7 <br />14'-0" RIDGE VENT <br />12 <br />5[:::� <br />FRONT ELEVA <br />12 <br />,15 <br />- - HEEL <br />F4 <br />T.O.M. <br />�-- HDR HGT. <br />TION — Al <br />SCALE: 1 /4"=1'-0" <br />15'-0" RIDGE VENT <br />M <br />------ I --�— 1 0-------------------------------------------------------------------------------------------------------- — — — ——t <br />--------------- <br />3'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />LEFT ELEVATION — Al <br />SCALE: 1 /4"=V-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS bo <br />FINISH ON C.M.U. Zo <br />(TYP.) <br />F. <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 watt <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 />c <br />0 <br />N <br />m <br />N <br />0 <br />�_EWKO <br />A �• F� <br />75 .• <br />�� <br />a- <br />4 <br />,j, .. <br />=z.i is T;•,+ <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 <br />Building Code - <br />Residential 7th Edition. Engineer's <br />signature <br />and seal is only for <br />the structural engineering portions <br />of the <br />drawing pages bearing <br />Engineer's signature and seal. <br />H! <br />F <br />AN am _Q <br />U) <br />o E <br />N N N 0~D J <br />� LL <br />� <br />0 <br />N <br />cn�LL <br />°°_ 03 u, a ti <br />0 <br />Z <br />ILW <br />N co rY O � <br />(� a ��Q <br />a <br />N <br />Cl) Z LL LO O <br />OULL v <br />W <br />0�❑ <br />M <br />N <br />� <br />O <br />O O <br />o � <br />sl <br />U) <br />N <br />C9 <br />�-J <br />z <br />0 <br />o <br />W <br />OLL, <br />o <br />GigL.I-P <br />C3 <br />+— <br />J <br />— E <br />w <br />/s/) <br />C <br />¢ <br />N <br />D <br />N <br />ti <br />C <br />M <br />z <br />O <br />W <br />Z <br />L <br />CL <br />p <br />Za <br />o- <br />z <br />g <br />?® <br />od <br />_ <br />� <br />U <br />E <br />� <br /><o <br />as <br />4o <br />w 0 <br />00 <br />0 <br />az <br />oCD Q <br />CV <br />t <br />¢o <br /><s <br />:3 <br />at <br />J <br />N° <br /><Z <br />mo <br />aw <br />�z <br />� <br /><� <br />og <br />z <br />go <br />a <br />U <br />¢ g <br />O <br />aw <br />1, F <br />"j <br />d <br />O <br />t0 <br />-i w <br />a ¢Y <br />F� <br />(2•J F <br />O <br />ax <br />L <br />� <br />ott <br />26 <br />U� <br />u,A <br />o <br />ca <br />0 <br />0 <br />0 <br />r <br />> <br />U <br />C) <br />�—N <br />�G <br />> <br />O <br />� <br />...� <br />C <br />N <br />O <br />r <br />E <br />co <br />d" <br />CCD <br />= <br />N <br />C) <br />I- <br />-r r <br />00 <br />T <br />` <br />ib <br />M <br />• <br />E ® <br />E <br />NCIS <br />N <br />d <br />U J <br />Q <br />Q <br />C <br />J <br />JOB <br />NO: <br />21-2024 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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