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I 1 A"•L- 1 <br />1 <br />12 <br />5 <br />HEEL 12 <br />T.O.M. F4 N <br />HDR HGT. <br />- - - - - - - - - - - - - - - -7 -------- <br />TEXTURED(FsL <br />CEMENTICIOUS FINISH <br />ON C.M.U. (TYP.) <br />I <br />2" x 4" SMOOTH <br />TEXTURED <br />SILL / BAND <br />I <br />I <br />I <br />F.FL.-------------------------------------- — <br />4' RIDGE VENT <br />12 <br />5� <br />---------- ------------------------------------------------------- <br />1-0 <br />2'-0" <br />�I <br />0 <br />12 <br />7�5 <br />12 <br />�5 <br />18' RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />PRE -ENGINEER TRUSS <br />12 <br />5� <br />REFER TO STRUCTURAL — <br />PLANS FOR BEAM SIZE <br />2"X4" TYP.—� <br />5/8" TEXTURED OVER — <br />MTL. LATH & 7/16" OSB <br />SHEATHING & FRAMING <br />AS REQ. <br />REFER TO STRUCTURAL — <br />PLANS FOR POST SIZE <br />2x FRAMING AS REQ. <br />POST TO CMU <br />CONNECTOR - REFER TO <br />STRUCTURALPLANS <br />(1) 2"X4" TYP. <br />(2) 2"X6" TYP. <br />SEE FOUNDATION PLANS —� <br />FOR FOOTER SIZE <br />COLUMN DETAIL o1. <br />FRONT ELEVATION - 61 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HDRHGT. <br />TEXTURED <br />CEMENTICIOUS - <br />FINISH ON C.M.U. _ o <br />�o iio <br />(TYP.)Qo <br />----------r------------------------------------------------------------------------------------------------------------4------------ <br />:1 00 <br />L 'I <br />SCALE: 1 /4"=1'-0" <br />LEFT ELEVATION - 131 <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 -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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />C9 <br />z� <br />z�® <br />z <br />Q <br />a <br />zClto C9 <br />+_J `n <br />w <br />rz M <br />•U - <br />Ow <br />U <br />W <br />in N <br />� M <br />O_ N <br />U <br />if <br />rn <br />=LLco <br />cc <br />A ii <br />Q <br />v <br />d <br />B D• <br />N� <br />=�Jl <br />fAZ N 0, z 1�zJy° <br />n <br />Y• � t_J <br />ALL�W 1 <br />WUa; Wa <br />W Q- <br />S' xd <br />iOZ <br />O � a 0 <br />M%m <br />N 0 /� <br />� 71, <br />\o • _- <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residentlal 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />2 Q <br />W <br />�Z a <br />U <br />�Z <br />Q <br />W <br />Q J <br />O <br />J <br />I11� <br />�'� <br />W <br />W <br />'9 <br />z <br />iR <br />IC <br />Q <br />0 <br />CCU)� <br />a <br />Wg <br />O <br />\ / <br />Ln <br />Z <br />a00 <br />z <br />771 W <br />� <br />F- <br />0 <br />N. <br />it <br />0 <br />51 R � <br />Ce <br />z <br />�2 <br />z <br />UJI <br />*-I <br />Lr) <br />Lli <br />Q <br />Lij <br />z <br />0' �j <br />R z 8 <br />�-1 <br />co <br />oo <br />z <br />g <br />t <br />= <br />S <br />LU <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />