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36006 Stable Wilk Ave
Zephyrhills
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36006 Stable Wilk Ave
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Last modified
2/24/2025 10:20:20 AM
Creation date
2/19/2025 11:29:08 AM
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Building Plans
Street #
36006
Location
Stable Wilk Ave
Contractor
Lennar Homes LLC
Building Plans - Permit #
18889
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A ! _r I i _ dl iI <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />------------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5" <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />14'-0" RIDGE VENT <br />12 <br />12 <br />�5 <br />15'-0" RIDGE VENT <br />— T.O.M. <br />HDR HGT. <br />-001 <br />— — — F.FL. <br />IN I <br />REAR ELEVATION - A <br />LEFT ELEVATION - A <br />SCALE: 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 />R703.6 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-Resisltive 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. Fleshing 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 vent)Iated.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 save 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 S0. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. <br />" (Sq. FL soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of 0 Hapin Vents Needed <br />• LOMANCO DECK -AIR (Shingle R000 - 9 S0. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear R. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />(D <br />Z <br />o <br />Z <br />Z <br />J <br />a. <br />U) CD <br />Q) U—:) <br />w <br />m p <br />U — <br />0 LLJ <br />c <br />= <br />1- <br />o <br />�N <br />om <br />o <br />U <br />m <br />a, M <br />LU <br />E <br />—� <br />C r0 Cl) <br />WPM <br />Ooa <br />U d <br />zLL00 <br />5 <br />0 CL <br />Y <br /><C rn <br />0 <br />LO O'T <br />0i-�o <br />A ' <br />B D. <br />N C BrD C <br />QQ�0 <br />W/j� <br />o <br />rn <br />cv <br />I <br />�•' - <br />•� <br />Ur <br />iF d a Qk <br />N— C4 <br />C) 0.. <br />ROFESS�O <br />t of the Engineer's kno ge, information, and <br />structural plans and specifications contained <br />e drawings comply with the Florida Building <br />dition (2014) Residential. Engineer's signature <br />Lseal <br />only for the structural engineering portions of <br />g pages bearing Engineer's signature and seal. <br />11 <br />0 <br />0 <br />r-4 <br />fZ <br />O 0) n <br />14 C:) <br />M <br />> U, � <br />M <br />¢ V "a Ln <br />a in <br />0) <br />Q LL ^ <br />a ,rn <br />fJ Q.00 <br />¢ <br />E <br />(D <br />Z <br />WJ C:) <br />OZ <br />za <br />Z <br />ao <br />O <br />$WW <br />Q <br />Q0 <br />J Lu <br />00 <br />LU <br />u g <br />m e <br />/* <br />V ,UJ <br />W <br />=o <br />z z <br />H <br />IM <br />W <br />z <br />o <br />V <br />> <br />fu <br />^�^ <br />Q <br />W <br />o <br />g � <br />Nod <br />J <br />Z <br />in <br />NLU Lr)Lij <br />LL o <br />agLL <br />Wo� <br />J <br />¢ <br />¢ <br />Z <br />$zi <br />,tea <br />¢�Z <br />M <br />i� <br />a z <br />m <br />MuJ <br />LU <br />z <br />n <br />r-I <br />d <br />U 1 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />
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