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3253 Kresterbrooke Ln
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3253 Kresterbrooke Ln
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Last modified
3/4/2025 3:19:54 AM
Creation date
2/19/2025 9:00:04 AM
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Building Plans
Street #
3253
Location
Kresterbrooke Ln
Contractor
Lennar Homes
Building Plans - Permit #
20294
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ai <br />c� <br />N <br />M <br />T r) ne - - - <br />11-011 <br />14'-0" RIDGE <br />12 <br />5� <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED — <br />ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />T SPECIFICATIONS <br />TiTEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />T YP. ) <br />12 <br />. 5 T-0" RIDGE VENT <br />12 <br />�5 <br />REAR ELEVATION - B1 <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />-- -- 3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF, <br />L <br />r SPECIFICATIONS <br />T.O.M. <br />1'-011 — — 1'-0" HDR HGT. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />— — <br />1-01 <br />TEXTURED <br />2'-0" CEMENTICIOUS <br />01 FINISH ON C.M.U. <br />(TYP) TEXTURED ' <br />CEMENTICIOUS ap <br />FINISH ON C.M.U. <br />(TYP. ) <br />----F.FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />LEFT ELEVATION - B1 <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 />R703.7 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 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 />(DL2 <br />M <br />O <br />po <br />N <br />0 <br />z <br />us <br />•U — <br />O LJJ <br />C3 <br />0 C) <br />m N <br />w E <br />o <br />0)Cl) <br />U <br />= m <br />O o <br />o N <br />C)sE00 <br />G <br />o <br />¢ rn <br />o- o <br />Qv <br />rn Q d <br />B D. <br />N C B.D.0 <br />"V <br />t_ <br />N D <br />m <br />�N�Z <br />Z W z <br />�r L .= J O <br />U) r <br />� v, '� o ' uj w <br />LU a' <br />' c" •^-' w <br />a us <br />Z O <br />�AC�v A <br />`e '•. /¢ <br />`•• ❑ <br />rf a?�` G.C• <br />QJ- <br />0. <br />011ltiit <br />111°oW6 <br />To the best of the Engineer's knowledge, information and belief; <br />the structural plans and specifications contained 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />�n <br />zQ <br />¢f <br />�F <br />z <br />w a z Q. <br />boo <br />O_ <br />r< <br />{zF—wZ <br />T w Z <br />C du <br />a � <br />W <br />U6Lo <br />z <br />LjJ <br />z <br />a o <br />M <br />g <br />z <br />0 <br />J w <br />U <br />= <br />Q <br />Q <br />.R0 <br />Qhe P <br />Ug <br />p <br />J . <br />W <br />�o <br />0 fL <br />U C 0 <br />RV <br />z¢z� <br />w�Q <br />Q <br />2FU0 <br />Z <br />Z <br />rl <br />�O=zw <br />�C'2 <br />LU <br />J <br />L1) <br />�-{ <br />Ll.! <br />�uJw5 <br />N o Q <br />~o <br />ONO <br />cC <br />Z <br />Paz <br />k <br />Z <br />W <br />fnt <br />zo <br />-j o <br />0 <br />06 <br />Z <br />1_ <br />tR <br />r-1 <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION N0. <br />4v0 <br />SHEET NO. <br />3.2 <br />
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