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39914 Harmon Grove Ct
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39914 Harmon Grove Ct
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Last modified
3/3/2025 7:41:59 PM
Creation date
2/19/2025 8:18:23 AM
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Building Plans
Street #
39914
Location
Harmon Grove Ct
Contractor
Lennar Home
Building Plans - Permit #
1779
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12 <br />5 <br />HEEL <br />--------------------- —------- <br />12 <br />o 5 <br />F4 <br />T.O.M. <br />HDR HGT. <br />TEXTURED <br />o CEMENTICIOUS <br />ao FINISH ON C.M.U. <br />(TYP.) <br />CD <br />F. FL. <br />12 <br />:7_�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />nn D �Elr�� �7 1. <br />00 � El 17110 0 El E <br />[7111711 <br />14'-0" RIDGE VENT <br />FRONT ELEVATION — Al <br />12 <br />�5 <br />SCALE: 1 /4"= V-0" <br />15'-0" RIDGE VENT <br />LEFT ELEVATION — Al <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 />TEXTURED _ O <br />CEMENTICIOUS 00 00 <br />FINISH ON C.M.U. <br />(TYP.) <br />— _ F.FL. <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 R703A) 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 />N <br />0 <br />N <br />co <br />N <br />0 <br />i'tL`S <br />V <br />Co <br />No 78700 <br />r <br />w <br />!,. <br />STATE OF • 41,► <br />!�a. <br />N P J- ys% S <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />W <br />� <br />W E � <br />C 8 � 4t <br />N N O) N xk IJL <br />0 -o LL W <br />tYJ cnr_ro Ewa <br />N a <br />�c�ia Y <br />Q JELL a LU � <br />rN <br />L N 0 <br />ZLu <br />j O J <br />(n <br />Z N MZ �rna0 <br />ILW <br />O U U 0 <br />Z <br />W 131 1 <br />CD <br />z N M <br />o � <br />z <br />z o <br />¢ Q <br />J <br />d � <br />M <br />N z <br />0 <br />LL <br />[n <br />(6 W <br />C3 Q F <br />N <br />O W o <br />CJ <br />W J <br />L <br />_ � N <br />U <br />c u) <br />¢ <br />®Q <br />No <br />�� <br />co <br />co <br />W <br />co <br />z <br />o <br />Z <br />U_ <br />E E <br />no <br />}N <br />�� <br />Z® <br />Q <br />m <br />E— <br />o <br />x� <br />ww <br />oU <br /><z <br />ZEE <br />N <br />L <br />owz <br />wo <br />¢o <br />xLq <br />M <br />N C <br />U <br />y0 <br />m� <br />o <br />oz <br />Z <br />Z <br />C� J <br />a <br /><W <br />z Z <br />aLi <br />oa <br />go <br />n <br />LL <br />�o <br />mr <br />=k <br />CJ <br />o <br />y Z <br />= <br />J <br />O <br />o <br />�� <br />CCU <br />ui< <br />lo <br />o <br />0 <br />� O <br />> Lo <br />u.. <br />O <br />ui <br />c� <br />L <br />U <br />% <br />O <br />> <br />N <br />.—. <br />Q <br />Y O <br />O <br />/1 <br />0 0 <br />(0 <br />O <br />T <br />CN <br />v M O <br />O7 <br />0') <br />d C� <br />LO <br />r= <br />M rn N <br />r <br />m <br />O a) <br />o <br />CU <br />Z <br />E O co <br />U J 'aQ <br />J <br />JOB <br />NO: 21-2026 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />
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