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39745 Harvest Creek Ln
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39745 Harvest Creek Ln
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Last modified
2/26/2025 2:32:55 PM
Creation date
2/19/2025 2:38:03 PM
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Building Plans
Street #
39745
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
1235
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12 <br />5� <br />T.O.M. <br />HDR HGT. <br />------------------- <br />o TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />to (TYP.) <br />------------ <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR—/ <br />25 SH 25 SH <br />F.FL 5068 SGD <br />------------------------------------------- <br />24'-0" RIDGE VENT <br />T.O.M. <br />12 <br />�5 <br />5'-10" <br />------------ r—I_ 11-0" <br />REAR ELEVATION - B1_ <br />RIGHT ELEVATION - B1 <br />E: 1 /4"=1' <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 C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063, <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paper <br />backed stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry constructions 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 intersections <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 />gR VN <br />,� <br />q v <br />•� C�' 12�•. <br />V <br />a• <br />FL0 <br />�111!!lttll � <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 2017 Florida Building Code - <br />Residential <br />6th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />,. <br />F 4 <br />® <br />� E (0 � a .8 NcO q0 <br />O N iL <br />N J <br />yl4t CO <br />z?a <br />N <br />U) a u- LL n- <br />S W N <br />NMMLu <br />0�o <br />:. <br />Z <br />Z <br />01 <br />s°o W 0 0 <br />°`. <br />i? <br />W <br />Z <br />in�C, ¢ a <br />00 NCi Q <br />LO Z <br />Q <br />�x W <br />M <br />v0 <br />N M <br />O <br />ID <br />n- N <br />n <br />�-1 <br />M <br />o <br />CZ <br />T, V <br />t <br />M <br />UJ <br />M (0 <br />O <br />,t,� <br />^ <br />v' <br />LU o <br />C N <br />� O <br />WS& <br />} <br />C <br />r E <br />m I .,...,. <br />L <br />�I P <br />U O N <br />L N <br />Q 0 <br />iT <br />U <br />N <br />O <br />w <br />M <br />t7 <br />¢ <br />Z2 <br />O5 <br />Z <br />q <br />WA <br />U_ <br />Q E <br />0 <br />E U <br />zo <br />? <br />Q <br />}o <br />Q� <br />z0 <br />0 <br />00 <br />O <br />CV � <br />N <br />¢¢ <br />z <br />Wo <br />¢z <br />Oz <br />w <br />� W <br />i <br />ra <br />U) i_ <br />- <br />< <br />U <br />N O <br />m� <br />O <br />Z <br />} Z <br />(p <br />< <br />Z <br />N <br />O ¢ <br />1 <br />g O <br />a <br />mw <br />U <br />¢ U <br />a, <br />O <br />yW <br />w� <br />23 <br />�8 <br />�o <br />2 <br />ci <br />W <br />Z < <br />00 <br />0(13 <br />a; <br />m <br />> <br />0 <br />J <br />� <br />N <br />� <br />N <br />r <br />t0 <br />Nr <br />E <br />M <br />N <br />�; r <br />Z <br />Z <br />E O <br />E <br />— <br />.cc <br />a <br />o <br />U <br />'0 03 <br />q p <br />W <br />_J <br />JOB <br />NO: <br />20-8075 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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