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39673 Harvest Creek Ln
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39673 Harvest Creek Ln
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Last modified
3/24/2025 11:40:19 AM
Creation date
2/19/2025 3:59:26 PM
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Building Plans
Street #
39673
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
1133
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12 <br />:5 <br />4' RIDGE VENT <br />12 <br />5[::� <br />12 <br />�5 <br />01 101707101 701- 1EE NrNN� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />2" 1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />FRONT ELEVATION - B1. <br />18' RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />-------- — — _.� — — — — --- T.O.M. <br />------ HDR HGT. <br />2'-0" L!- TEXTURED TEXTURED <br />ol IOUS <br />FINISH ON <br />CEMENTITIOUS CE FINISH <br />ON C.M.U. <br />0 <br />FINISH ON C.M.U. (-fyp) <br />(TYP.) <br />LEFT ELEVATION - 61 <br />SCALE: 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 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 />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN* <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. <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 />\G4, 6_ �6 � <br />d <br />LL <br />C9 <br />° <br />••° F 1.Yf <br />P <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 <br />Florida Building Code - <br />Residential 6th 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 />0 <br />Q <br />� EE ccqq <br />V 8 N N 3F <br />V <br />� J <br />LL <br />1" co: <br />N <br />4 <br />Z <br />C13 <br />�ti,_ LL _J a <br />LL <br />ej M M W N <br />mu_LL a <br />0 <br />warn o <br />r M o 0 m O <br />' N (; m <br />5@r m <br />M= W <br />07°rn ¢ a <br />�_ <br />Us 3 Z <br />0o N Z a❑ Ln <br />N co Q V J <br />O <br />Z <br />❑❑❑ <br />W <br />Egli <br />Z N M <br />� O <br />Q v <br />J <br />o- u, <br />r <br />WV) <br />M <br />z <br />CD 0 <br />to <br />Lu <br />Q) <br />0 <br />V) <br />V N <br />Lu oOft <br />L� <br />ZD'9 <br />U <br />W J <br />— — E <br />8 <br />mr <br />1r .. <br />= L a <br />� <br />w <br />My <br />O <br />� <br />LL <br />C E <br />ai <br />E o <br />�� <br />Z o <br />Z® <br />W <br />t— <br />X U <br />00 <br />C <br />o E <br />(V ro <br />¢ o <br />o <br />6 <br />O <br />X <br />aZ <br />L <br />R <br />C <br />0 <br />Y <br />N m <br />m 0 <br />C <br />Q <br />ZA <br />C/3 <br />Cl)d <br />¢ <br />g Z <br />go <br />W <br />Q �S <br />oa <br />,�.. <br />ado <br />a <br />w <br />o� <br />�3 <br />O <br />ICD <w=, <br />�0 <br />d02 <br />V <br />8.< <br />OU3 <br />> (,0 <br />nL1 <br />m <br />� <br />\W <br />/ <br />0 <br />M <br />_fa <br />^ <br />C:) <br />o <br />U <br />Cfl <br />o <br />r <br />co <br />L O <br />� <br />Ln <br />i1i <br />T <br />n <br />m <br />M <br />o <br />Z <br />z <br />(D ECN <br />E ECc <br />N <br />(D <br />@ <br />a <br />a <br />U � <br />70 <br />Q p <br />� <br />JOB NO: <br />20-6583 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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