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3071 Kresterbrooke Ln
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3071 Kresterbrooke Ln
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Last modified
3/21/2025 6:14:45 AM
Creation date
2/25/2025 9:36:44 AM
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Building Plans
Street #
3071
Location
Kresterbrooke Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
19703
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a <br />E�0 <br />MIS <br />At. <br />fV <br />ti <br />•'100 <br />00 <br />M� <br />A. <br />CV <br />ti <br />12 <br />5� <br />12 <br />�5 <br />2nd FIN. <br />--------- - - - - - - - - - - - - - - - - - ------------------------------------------------------------ -- <br />FLR. CJ /WEE CJ /WEEP <br />T.O.M. <br />-----------------------------------5-- —------------------------------------------ -- <br />)R HGT. <br />— — — — — — — — — — — — — — — — — — — <br />- ROOF TO BE <br />-------------------- <br />CENTERED ON <br />DOOR <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />REAR ELEVATION - Al <br />SCALE: 1 /4"= V-0" <br />9' RIDGE VENT <br />12 <br />5� <br />T.O.P. <br />HDR HGT. <br />25 SH <br />2nd FIN. _ _ <br />----------- --- ------------------------------ -------------------------------------- <br />FLR. <br />T.O.M. - <br />— — — — — — — — — — — — — — — — — — —[—I — — — — — — -I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />Fz__0-1_ <br />TEXTURED <br />CEMENTICIO IS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL.------------------- L-1-------I----------------------------------------------------------------------------L----- <br />RIGHT ELEVATION - Al <br />SCALE: 1 /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-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 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 FOLLONANG 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 Root) - 72 SO. 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 SO. 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 (file 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 UHagin Vents Needed <br />V <br />z�®_ � <br />z�z <br />a <br />Q) C <br />4--J ULJ <br />f� 0 <br />•U — <br />O c <br />E <br />71 <br />� I.—m <br />U <br />o <br />ti <br />04 <br />a CO ch <br />lL, <br />W ~ <br />. . " <br />O O" <br />_ <br />U <br />L lL co <br />��o <br />Q rn <br />�i Q o <br />Al <br />B <br />1 <br />D. <br />N C B•D C <br />Y:,,� <br />!u <br />N <br />z <br />0 <br />W� W: <br />Z <br />M <br />Z Tip <br />••44 <br />FES <br />�����f!lIIIIII <br />Rom\ <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 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 N <br />o w <br />�>LnMC:)p <br />M <br />QU-) ML(') <br />.0 <br />a <br />z <br />Q �Lf) <br />(:' M <br />oC U Q • .1 <br />Q 0000 <br />c <br />z <br />f0 <br />W <br />z <br />�0 <br />Z <br />w� <br />Haa <br />~ <br />U <br />O�z <br />�zo�v <br />Ilu <br />Q <br />�fl�8 <br />W <br />" �,® <br />J <br />LU <br />gz <br />DC <br />LU <br />ID <br />Z <br />1 n <br />W <br />o <br />N <br />z <br />U <br />= <br />CrLU <br />r <br />O u <br />LU <br />� <br />0 8 5 <br />bcC28R <br />� u <br />a <br />Z <br />^ <br />$ go <br />W <br />J <br />6i <br />W <br />a 12 <br />di <br />2: <br />Z <br />O <br />Z <br />Z <br />0 <br />N <br />(� <br />00 <br />Z <br />UJ <br />i <br />a W <br />rn <br />,--t <br />0- <br />cn <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: M]AM ES <br />VERSION N0. 5w0 <br />SHEET NO. <br />3.2 <br />
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