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6502 Wagon Trail St
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6502 Wagon Trail St
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Last modified
3/20/2025 6:58:15 PM
Creation date
2/19/2025 2:49:28 PM
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Building Plans
Street #
6502
Location
Wagon Trail St
Contractor
Lennar Homes LLC
Building Plans - Permit #
19502
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3 <br />5 <br />12 <br />5 <br />I I (+1 ") 6" SMOOTH <br />TEXTURED BAND <br />------------------- T.O.M. <br />— — — HDR HGT. <br />11 7E 1001 1171 M FF 11 �16 <br />-1''1i�li'�i'I�i'I�i'L�1i'I�i'�i'1�11�i � <br />24'-0" RIDGE VENT <br />12 <br />;Z�5 <br />25 SH 25 SH <br />F.FL. <br />FRONT ELEVATION - B1. <br />RIGHT ELEVATION <br />- B1 <br />1 /4"=1 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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 contructions 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 11300 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 SO, 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 />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />*` (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT <br />Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />FEE <br />C� <br />0 <br />CD Z M <br />Z <br />QE3 <br />U, zLo <br />d� <br />C/) CD <br />cn <br />u, <br />C_6 0 <br />W <br />1E <br />s <br />o 0 <br />/C�%i <br />Co1` <br />cli <br />` W C) <br />� <br />W <br />,_— S <br />a, M <br />C N M <br />O 0 CV <br />U17� <br />_�00 <br />_CF <br />�i <br />W o-o <br />Sao <br /><C <br />® <br />-- <br />'9"p �o <br />i (t�1 �N` <br />J <br />� Cn M�� • <br />�i.�- w <br />Ems <br />1� AR'°^°o Der <br />To the best oft pineer's n w edge ' ation,. and <br />belief, the structur`�p1�MkVNTb s contained <br />within these drawings co a 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z cV <br />O N <br />r>0 <br />M <br />a U) <br />L_ 'n <br />z <br />LL <br />Fa- <br />Q U CL 00 <br />z <br />fu <br />Z <br />WJ <br />l00 <br />lJ <br />oz <br />e <br />c <br />z d <br />f¢ <br />F: <br />'^ <br />vJ <br />Zy-vy�-.+�+�Z�O <br />� <br />WQK� <br />O <br />2 W W Y <br />U. <br />W <br />Q <br />a D o <br />UF�o <br />W <br />_l <br />oLm <br />z <br />T...' <br />W <br />�..�..I <br />m z <br />z <br />Z <br />_0 <br />TT <br />V ' <br />0 <br />U, <br />�••-•� <br />z <br />O <br />V <br />Z <br />Q <br />�z <br />Q <br />�f <br />F <br />F_ <br />0�,. <br />J <br />z <br />O <br />woocal <br />U��a <br />N <br />LL_Z <br />�°acea <br />W J <br />` <br />d- <br />cW7<<3: <br />g0gW <br />Z <br />Z <br />N <br />is 2 <br />W <br />UJ <br />L0 <br />LV <br />Q <br />Z <br />aEo <br />W F <br />¢ W z <br />V <br />Lh <br />Z <br />Lnz <br />azw <br />m <br />rn <br />= <br />.-i <br />a <br />U0 <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION NO' 10 <br />SHEET NO. <br />3.1 <br />
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