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36018 Stable Wilk Ave
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36018 Stable Wilk Ave
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Last modified
3/20/2025 10:47:30 PM
Creation date
2/27/2025 11:20:58 AM
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Building Plans
Street #
36018
Location
Stable Wilk Ave
Contractor
Lennar Homes
Building Plans - Permit #
18790
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VENTED SOFFIT <br />46 SQ. FT. <br />VENTED SOFFIT <br />46 SQ. FT. <br />ti% <br />fa <br />ZONE-1 <br />ATTIC SPACE :12 SLOPE <br />2276 SQ. FT. <br />177771 <br />O <br />J <br />N_ <br />4'-0' ROOF VENT ; <br />RnGF <br />16-0' RIDGE VENT <br />4'-0' ROOF VENT <br />1AQ <br />i <br />f'-0' RIDGE VENT �•� <br />RIDGE 5:12 SLOP [ <br />Lu <br />a. <br />7. <br />lr9 N �: <br />5:12� <br />ATTIC VENTILATION CALCULATIONS <br />ATTIC VENTILATION REQUIRED <br />UPPER VENTILATION PROVIDED <br />1/150 Rule <br />1/300 Rule <br />Ridge <br />Off -Ridge <br />(No Upper Ventilators <br />(Must Provide Upper Ventilators) <br />Vent Amt <br />Amt. <br />Req.) <br />(Ft) <br />Total <br />Ventilation <br />ATTIC <br />Provided <br />SPACE <br />SQFT <br />Total SQ. <br />SQ. FT. <br />SQ. IN. of <br />by Upper <br />. . <br />SQ. IN. of <br />of vented <br />IN. of <br />of <br />ventilation to <br />SQ. IN. of <br />SQ. IN. of <br />Ventilators <br />I, ventilation <br />soffit <br />ventilation <br />vented <br />be provided <br />Ventilation <br />Ventilation <br />(See Elev ) <br />required <br />needed <br />required <br />soffit <br />by upper <br />needed <br />ventilators <br />Main <br />20.00000 <br />2.000000 <br />Floor <br />2276 <br />2185 <br />312 <br />1092 <br />78 <br />546 <br />0 <br />576.0 <br />300.0 <br />276.0 <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 />IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED <br />E= <br />AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. <br />IF <br />LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. <br />VENTED SOFFIT <br />VENTED SOFFIT <br />66 SQ. FT. <br />CRICKET.. <br />a <br />:::::::: .. ... <br />.•O <br />.ILJJP <br />:I <br />r0 <br />Lb f) <br />GE <br />5:12SLOP <br />ti% <br />................................................•............................................................................................:fi.'.............................................................................................:�'.... <br />VENTED SOFFIT <br />62 SQ. FT. <br />1' <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 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 />R703.8 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 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 / SQ. 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) / 66.25 = Amount of O'Hagin Vents Needed <br />co <br />0 <br />0 <br />a. <br />C <br />Z <br />r./) <br />O LU <br />1- <br />0 <br />vi <br />0 0 <br />\1 <br />N M <br />cr M co <br />,. E <br />o <br />fD a M <br />O ° o <br />a) <br />L LL CC) <br />-- } r Y <br />°ol <br />un 0 V <br />rn Q <br />0 <br />A 0 <br />vCBoC <br />Wlp <br />/Lys A— <br />: EN <br />,.__ <br />W Q N M N P. <br />m <br />lozocW —>0. <br />Lid <br />.� <br />o a <br />Z E °' I I <br />� Iti <br />UM <br />r <br />s. <br />W NQN, <br />o <br />°ra1't11t� <br />o <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 5th 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 />O <br />Z N <br />0(3)� <br />1--L +_' C:) <br />CD <br />L/-L J) M <br />-fu L(1 <br />fu <br />a U L <br />I— C)- , M <br />QU ro Q� <br />z�ru <br />WJ C:) <br />0, <br />F0 <br />35 <br />cL p <br />z d <br />f a <br />Va�o: <br />00 <br />Z O <br />U <br />U <br />0 <br />Z z Q <br />Ci0JZ <br />W <br />m Z O <br />0� <br />Z Z <br />ro <br />aZ <br />} <br />5� <br />p <br />-0 <br />4 <br />ro <br />F_ <br />O <br />L <br />> <br />r� <br />ZQ <br />8 <br />o <br />U <br />i2 <br />0 <br />T-091 <br />O <br />U&m <br />—'< <br />0 0 <br />WL�_ <br />a' Z Q <br />a <br />Z <br />N <br />au-o <br />WLr) <br />00Q-0 <br />J <br />IJJ <br />0zU <br />('n <br />M <br />� <br />Q <br />Q <br />Z <br />Q <br />W r- <br />C2 0 <br />1Ij <br />adz <br />a V) <br />m <br />V <br />Z <br />1�1 <br />W <br />J 0 <br />aZ <br />O <br />g <br />= <br />z <br />rn <br />,—I <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. L^ . O <br />SHEET NO. <br />5.0 <br />T I —TT_I FT III T_I <br />
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