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39858 Harmon Grove Ct
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39858 Harmon Grove Ct
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Last modified
3/21/2025 3:17:11 AM
Creation date
2/19/2025 4:09:28 PM
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Building Plans
Street #
39858
Location
Harmon Grove Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
1645
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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />6" FASCIA <br />(TYP) <br />p <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) —� <br />F.FL. <br />-10" , 6'-0" <br />15'-0" RIDGE VENT <br />12 <br />5� <br />EXTENDED <br />OVERHANG Tl <br />BE CENTEREC <br />ON DOOR <br />12 <br />zz:::�5 <br />REAR ELEVATION — Al <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"= V-0" <br />T.O.M. <br />HDR HGT. <br />0 <br />, <br />0o co <br />ZD <br />F.FL. <br />12 <br />�5 <br />RIGHT ELEVATION — Al <br />E: 1 /4"= V-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 />NNE` <br />IV <br />SE <br />i <br />1 � � <br />`_ <br />U �O <br />� <br />C2 ` <br />0 <br />'QO F E S S \ O; �\\N <br />\ <br />��IlJflll{Ill' 4 <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 <br />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 />a <br />In <br />o <br />U <br />N N 6 � J <br />c J c` <br />Svc ", <br />p <br />dJ <br />rn w <br />rn r-- r- ;R -r w a <br />v lL a Y <br />aof <br />a'i <br />MULL � a W � <br />�o <br />i <br />J <br />W <br />�'M� rD m OJ <br />M rn a k a <br />Z <br />LL <br />6 <br />00 a <br />N M Z W N p <br />Z <br />Z <br />p V <0 M 0 <br />D❑❑ <br />0 <br />t? <br />z N � <br />z <br />z <br />ty � <br />z <br />LL <br />0_LU � <br />� <br />fl3 <br />w <br />� <br />U <br />0 <br />N <br />W <br />ILA <br />c <br />U) <br />U <br />8 <br />—_ <br />U `R <br />_ • <br />rr <br />CD <br />N <br />M <br />� <br />o � <br />Zw <br />Q <br />� <br />E E <br />g <br />Ze <br />Q <br />8<. <br />H ni <br />R� <br />Co.oLL <br />Wa <br />o <br />Zo <br />CV <br />w <br />$o <br />W. <br />L <br />_ <br />- C <br />a O <br />�8 <br />'0 <br />gLL <br />>Z <br />Z <br />fn <br />d <br />~ow <br />o <br />=O <br />5� <br />W <br />CL <br />z� <br />�W <br />CD0J <br />O <br />a <br />F� <br />� <br />�I <br />�x <br />d <br />°zR <br />$ 3 <br />U - <br />m <br />W <br />0 <br />` <br />O <br />00 <br />Q <br />C <br />> <br />O <br />0 <br />w, ° <br />m <br />c <br />0 <br />0 <br />W <br />T <br />tLD <br />0) <br />N <br />LO N <br />r <br />00 <br />000 <br />T <br />Eto <br />M r <br />Z <br />Z <br />c <br />`—° <br />E O <br />E <br />N <br />a <br />o <br />U _J <br />v m <br />Q p <br />aci <br />JOB <br />NO: <br />21-1071 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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