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3148 Kresterbrooke Ln
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3148 Kresterbrooke Ln
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Last modified
3/21/2025 6:42:44 AM
Creation date
2/19/2025 8:53:41 AM
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Building Plans
Street #
3148
Location
Kresterbrooke Ln
Contractor
Lennar Homes
Building Plans - Permit #
19978
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T C) M <br />011 <br />C <br />a <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED — <br />ON DOOR <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 />REAR ELEVATION - B1 <br />I SCALE: 1 /4"=V-0" <br />clm <br />�I <br />0 <br />P�I <br />�0I <br />cV <br />N <br />�IJ <br />m <br />14'-0" RIDGE VENT <br />o, 1" x 9" SMOOTH <br />0 12 TEXTURED <br />o _ <br />�5 T-0" RIDGE VENT FREEZE BAND <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />---------- <br />°O <br />1'-Off 1'-01f <br />HDR HGT. <br />O <br />c <br />1'-0" <br />— — — — — — — — — — — — — — — — — — — — — — — — <br />E <br />TEXTURED <br />CEMENTICIOUS <br />2'-0" <br />FINISH ON C.M.U. <br />- <br />TEXTURED C:) <br />o <br />10 <br />(TYP) <br />CEMENTICIOUS 00 00 <br />c <br />FINISH ON C.M.U. <br />(TYP. ) <br />J <br />C, <br />i <br />F.FL. <br />----------- <br />----------------- <br />U <br />I <br />+3" SMOOTH <br />TEXTURED <br />i <br />BANDCl- <br />00 <br />LEFT ELEVATION - 131 <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 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 />0M <br />0 <br />Q <br />J <br />M <br />V) UI <br />v, <br />a--+ „ U <br />�U — <br />O 1-1 <br />E <br />(� <br />0 <br />M`/—� <br />o <br />m C, <br />V <br />W E: <br />r O <br />'— t� <br />N M <br />N -0O co <br />6 O CV <br />s <br />C)Cn <br />L LL 0 <br />�Y� <br />o CD <br />Q rn <br />Lo <br />rn Q o <br />A ®• <br />N C & D C <br />cli <br />M <br />W � N•rn s.enO <br />LL <br />S <br />a10 <br />® pf� N <br />J <br />LLyy.�/ <br />11fW' <br />_8J) <br />Z� <br />.� <br />C <br />To the best of the t/*peer`s4drbv&UPih orm��tt,, , and <br />belief, the structural pfdytj,opd speciflcatioin <br />within these drawings complfyFty t1is��Torida <br />Building Code - Residential Gth E i ion. 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 />11 <br />O <br />z0 <br />O N <br />�r>-IUP) MO <br />M <br />Q V) f0 L1) <br />0 <br />z <br />Q LL <br />CL M <br />tY V Q <br />00 <br />Q \J <br />E <br />z § <br />Z <br />J <br />� <br />d' <br />OZ <br />JO <br />wn <br />zaa <br />�a <br />z <br />w z o O <br />o <br />O <br />0 K <br />WH <br />F_ <br />Qo�w <br />Wow <br />o <br />W <br />U <br />o <br />i <br />^, <br />J <br />LLJ <br />w <br />zZ <br />0 <br />W <br />Q U <br />Z <br />z w <br />C) <br />z <br />IM <br />C/) <br />3 <br />O <br />J <br />LLJ <br />X <br />..�_...;F:. <br />U <br />�ac,a <br />fV <br />gao¢ <br />u J Z Q <br />Q cl�'I-� <br />nu <br />Z <br />N <br />°_ <br />�� <br />W <br />C), <br />ate' <br />LU <br />Q <br />Z <br />V)o Z o <br />U <br />.i5~ <br />N <br />�WZ <br />Z <br />oz <br />�� <br />O <br />2 <br />z <br />rn <br />T-4 <br />a <br />t✓) <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION NO, 10 <br />0 <br />SHEET NO. <br />3.2 <br />
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