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36065 Stable Wilk Ave
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36065 Stable Wilk Ave
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Last modified
3/3/2025 10:18:22 PM
Creation date
2/19/2025 9:57:59 AM
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Building Plans
Street #
36065
Location
Stable Wilk Ave
Contractor
Lennar Homes
Building Plans - Permit #
18613
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I 14Ee� _.,___ __ <br />r <br />VENTED SOFFIT <br />46 SQ. FT. <br />VENTED SOFFIT <br />67 SQ. FT. <br />------------------------- .�.... <br />• oo <br />r) <br />' .. .. .. In <br />RIDGE <br />O. '.::: . '. '. '. '. '. '. '. '. '. '. <br />J <br />W <br />LO <br />ZONE-1...........:...............::.... <br />ATTIC SPACE <br />2373 SQ. FT. 4'-O'ROOFVENT <br />$ :12 SLOPE \ 14'-0' RIDGE VENT <br />. ............. 04r1rta ... . <br />1'.' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .1 .1 .' .' .' .' .' .' : <br />W <br />a <br />O <br />J <br />co <br />(14 <br />r <br />' GE �M <br />VENTED SOFFIT <br />' ::::::::: 8 SQ. FT. <br />5:12 SLOP `*•: *• <br />U) <br />•^ t�.' <br />tn.. 1: <br />.t:............................................................................................................................................................................................................................... <br />VENTED SOFFIT <br />58 SQ. FT. <br />W <br />a <br />O <br />J <br />7 <br />. <br />U-Iii ii, <br />ATTIC VENTILATION CALCULATIONS - A <br />ATTIC VENTILATION REQUIRED <br />UPPER VENTILATION PROVIDED <br />1/150 Rule <br />Ridge <br />(No Upper Ventilators <br />1/300 Rule <br />(Must Provide Upper Ventilators) <br />Vent Amt <br />Off -Ridge <br />Amt. <br />Req.) <br />(Ft) <br />Total <br />Ventilation <br />ATTIC <br />Provided <br />SPACE <br />SQ. FT, <br />Total SQ. <br />SQ. FT. <br />SQ. IN. of <br />by Upper <br />SQ. IN. of <br />ventilation of vented <br />IN. of <br />of <br />vented <br />ventilation to <br />be provided <br />SQ. IN. of <br />SQ. IN. of <br />Ventilators <br />required soffit <br />ventilation <br />soffit <br />by upper <br />Ventilation <br />Ventilation <br />(See Etev) <br />needed <br />required <br />needed <br />ventilators <br />Main <br />29.00000 <br />1.000000 <br />Floor 2373 <br />1 2278 <br />325 <br />1139 <br />81 <br />570 <br />0 <br />573.0 <br />435.0 <br />138.0 <br />(Zone 1) <br />**NOTE** <br />GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS <br />REQUIRED BY FBC 5th ED. RESIDENTIAL. <br />VENTED SOFFIT LEGEND <br />IFSOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED <br />AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF <br />LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. <br />VENTED SOFFIT <br />VENTED SOFFIT <br />10 SQ. FT. <br />VENTED SOFFIT <br />19 SQ. FT. <br />ROOF PLAN <br />SCALE: %4"=1'-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 />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 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 />R703.6.3 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 bar <br />rier is directed between <br />e een the layers. <br />The <br />barriers shall consist f s o one of the following. <br />. <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 />R703.8 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 5th Edition <br />(2014) 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 o <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 SO. IN. OF NET FREE AREA / SO. FT. <br />*If not enough vented soffit is provided due to fire protection, the oontractor shall use the <br />following approved vents: <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 SQ. 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 />(D <br />z o <br />— o <br />Z <br />a <br />J <br />z <br />CD <br />W <br />� cn <br />;W <br />M o <br />U — <br />O LLJ <br />I <br />r ^ <br />s <br />I- <br />E <br />o <br />v ' F— <br />r <br />m <br />U <br />a) M <br />Co M <br />O o `Q <br />0f Y <br />OaO <br />u� v <br />Q °a� <br />�i<0 <br />A1 <br />h.0 B. s'- <br />B <br />D• <br />+\'`• <br />'IN <br />v � Ch <br />6 IS <br />ON <br />WCL <br />Z <br />a <br />0 <br />NilG <br />O <br />Z r <br />LL a <br />W N <br />JM <br />' <br />�ll(ii <br />o <br />❑ ❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />ON <br />Z <br />0 � N <br />� <br />> <br />O <br />Q - <br />•L <br />a � <br />LL <br />a. ^ <br />cl! U Q 00 <br />Q <br />Zfa <br />WJoF- <br />kD <br />J <br />oz <br />�o <br />W <br />z a <br />f a <br />a <br />gza0 <br />W w zL <br />�Zz <br />z <br />0!� LLI <br />l <br />w <br />cc z N <br />t <br />o zx <br />2 p <br />�\ <br />a Y zr <br />fu <br />M <br />w3 <br />W <br />Z <br />S <br />0 <br />U <br />to <br />J <br />LL. <br />� < <br />¢ O <br />F T f <br />O <br />O <br />ViYm� <br />zuJ <br />N <br />L�� <br />�a�3 <br />Q <br />Wrr <br />�=�2 <br />Z <br />Z <br />W <br />N <br />2 z <br />—� <br />CWC <br />ll! <br />o w u <br />LL�H <br />//��\\ <br />00 <br />O� <br />G <br />Q <br />Q <br />Z <br /><LU LUz <br />k <br />z <br />a <br />O <br />g <br />= <br />Qz <br />Lu <br />rn <br />,--I <br />a <br />(J) <br />z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' <br />10 <br />SHEET NO. <br />5.0 <br />Crl <br />s, <br />
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