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3010 Lytton Hall Dr
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3010 Lytton Hall Dr
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Last modified
2/28/2025 11:58:50 AM
Creation date
2/28/2025 11:03:46 AM
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Building Plans
Street #
3010
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
254
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ATTIC VENTILATION CALCULATIONS - Al (TRA) <br />ATTIC VENTILATION REQUIRED <br />UPPER VENTILATION PROVIDED <br />11150 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 />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 />. <br />SQIN. of <br />SQ. IN. of <br />Ventilators <br />(See Elev ) <br />required soffit <br />ventilation <br />soffit <br />by upper <br />Ventilation <br />Ventilation <br />needed <br />required <br />needed <br />ventilators <br />Main <br />29.00000 <br />1.000000 <br />Floor <br />2373 <br />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 6th ED. RESIDENTIAL. <br />ROOF PLAN - ELEV-Al <br />SCALE: %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 />n <br />,t :>z�ttE�s�stasif <br />N' ?,OWay�dp�"s�o` <br />Ul=;. <br />ul <br />P�`�••1:30 <br />0<6 <br />p <br />Q r E S S i N <br />r`�`�f�rlttt�Elttt�� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 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 />W E10N �p <br />Q cO 0 N # <br />O M N <br />J <br />' LL <br />M <br />uj <br />a a) <br />> <br />W LU <br />a L LU <br />Z <br />Z v cl) <br />m 0)0 <br />W O O <br />19 75 <br />W io onm <br />E°' <br />m m J <br />m <br />J5pa <br />W <br />i <br />Z C)Z <br />N Q M Z <br />LLZ <br />0 � <br />�� <br />U F J <br />❑❑❑ <br />W <br />(D <br />Z N O <br />z m <br />z <br />o <br />tl N <br />_ M <br />(nV) Z <br />U_ <br />� u_ <br />1 <br />T Y <br />W 0 <br />a <br />U � <br />O — <br />W F- <br />V) E <br />�V) 2 <br />o <br />� m <br />W <br />�— 10 E <br />O $ <br />I <br />i <br />= <br />U o <br />• <br />¢ o <br />co <br />W <br />ch <br />M <br />z <br />O <br />ZzZ <br />Q <br />W <br />C E <br />Z O <br />K <br />Y N <br />Zo <br /><® <br />ce <br />E O <br />-O <br />¢ <br />W 0: <br />CL <br />O E <br />M 8 <br />O ¢ <br />ao <br />S OU <br />W tt <br />&Z <br />N <br />NZ <br />wz <br />• � <br />C <br />- C <br /><Z <br />UY <br />w <br />mO <br />zLL <br />} <br />ZN <br />J <br />m <br />a" <br />�z <br />to <br />ono <br />W_ <br />w� <br />LL <br />N W <br />�- <br />C) <br />o <br />N� <br />w <br />C7 '- <br />o <br />O <br />Z ¢ <br />Z. <br />a <br />U F <br />U <br />L <br />'— <br />O <br />O <br />> <br />M <br />.-. <br />� <br />CO <br />m <br />i <br />T <br />J <br />O <br />T <br />T <br />O O <br />E <br />M <br />� � � <br />o <br />Z <br />Z <br />c <br />3 <br />E w <br />Co <br />� <br />a <br />U 0 '0 p <br />JOB <br />NO: 20-2749 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />
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