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35982 Saddle Palm Way
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35982 Saddle Palm Way
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Last modified
2/24/2025 2:15:06 PM
Creation date
2/19/2025 8:44:36 AM
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Building Plans
Street #
35982
Location
Saddle Palm Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
20605
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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />- �5 <br />1" x 6" SMOOTH — - - - — - ----- <br />TEXTURED <br />HEAD/BAND <br />— r — TYP. <br />HEEL HEIGHT <br />---------------- <br />--- ----------------------- <br />--- = -- ---------- <br />HDR. HGT <br />TEXTURED <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP. ) <br />2'-0" <br />2ndFIN, FLR. _ --- _--- _____ _ __ _ _ _____ <br />— — — — — — — — — — — — — — — — — — <br />1 11x 10' SMOOTH <br />T.O.M. T T r _ TEXTURED <br />--------- �—--------- HEAD/BAND --- <br />HDR HGT. <br />— — — — — — — — <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U— —. <br />(TYP. ) <br />0 . <br />mmm,� �0 <br />�1 , �& L@ L@ <br />------ IL ------- E-Ak ------ �Ii ------ �111 ----- ILA -------- <br />FRONT ELEVATION - B <br />-im <br />0 <br />co <br />r <br />M <br />il <br />co <br />io <br />LEFT ELEVATION <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 ROOF <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />"*ELECTRICAL SPECIFICATION NOTES" <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH THE <br />SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE <br />USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION <br />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 1 D63. <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 construction 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 />R703.12 Adhered masonry veneer installation <br />Adhered masonry veneer shall be installed in accordance with the <br />manufacturer's instructions. <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 <br />of the space to be ventiiated.Upper ventilators shall be located no more than 3 <br />feet (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 />"If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <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 (Tile 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 O'Hagin Vents Needed <br />U <br />zM <br />0 <br />— o <br />z N <br />z* <br />Q <br />a <br />N 0 <br />� w <br />�V <br />w <br />m <br />ti <br />U <br />CO N <br />w <br />F— p <br />N M <br />Co co <br />=a� <br />:O M <br />OoN <br />U <br />- LL. 00 <br />Q <br />Cn <br />rn Q o <br />B D® <br />h NC <br />N N <br />M c) yk W <br />C ra <br />0UJ <br />g uS k- <br />W - a) . `5 a <br />Z cn" v <br />p = moo¢ p CG <br />o <br />Mi 6 rn <br />LLM <br />�0 ,. <br />WWW..D / <br />f A <br />.� <br />O� <br />O� <br />OFESS\0 <br />lftttl!!1ltit <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 I Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />114 <br />O <br />za <br />�a <br />r� <br />'^ <br />VJ <br />w<�� <br />z <br />5 00 <br />O <br />O 0 <br />U <br />2 Z <br />w Z <br />DO <br />tJ <br />a w 0� <br />w�-N <br />tjLA <br />CL <br />—� <br />W <br />z z <br />z <br />LLJ <br />ro <br />vJ <br />J <br />LU <br />� <br />� <br />M <br />re) <br />a0z <br />V r- <br />o <br />z <br />a <br />��15 <br />UO�a <br />fV <br />z Se <br />I..I_ <br />w,< <br />a¢�� <br />Q <br />z <br />z <br />fV <br />[V <br />0 2 <br />&E i <br />W <br />J <br />r� <br />ll1 <br />a <br />11! <br />Q <br />Z <br />� L9 0 <br />I— u <br />a <br />�<0 <br />rn <br />ri <br />Z <br />o00 <br />m <br />L1)tn <br />� <br />= <br />a z <br />rn <br />00 <br />,--I <br />a- <br />Un <br />o <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: )MUROSKI <br />VERSION NO. 3 ■ 0 <br />SHEET NO. <br />3.1 <br />
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