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0 <br />N <br />Mr4) <br />N <br />O2 <br />m <br />rn <br />2'-0„ <br />2 <br />0 <br />TEXTURED — <br />CEMENTITIOUS <br />FINISH ON C.M.0 <br />(TYP.) <br />E <br />3 TAB SHINGLES. ROOF — <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />5� <br />CJ <br />12 <br />3 <br />1T RIDGE VENT <br />_ _ _ _ HEEL HEIGHT <br />------r ------- -------- --------------- <br />______ T.O.P. <br />CJ <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />TEXTURED <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP.) <br />_2nd FIN. FLR. <br />------ T.O.M <br />___--- HDR HGT. <br />------------------------------------------------------------ F.FL. <br />12 <br />5 � 44 <br />8' RIDGE VENT <br />5' RIDGE VENT <br />12 <br />5� <br />----- ----- ------------------- -------------------- HEEL HEIGHT <br />----- ---------- -- ------------------- <br />-------------------------------------------------------------- T.O.P. <br />-------------- ----------------- <br />— — — <br />'-0' — — — — — — --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- —— — — — — — — — — — — — — — — — — — — — — — HDR. HGT. <br />-0,. <br />3 TAB SHINGLES. ROOF TEXTURED <br />INSTALLED AS PER MANUF. CEMENTITIOUS <br />FINISH <br />OVER <br />SPECIFICATIONS FINISH OVER <br />SHEATHING <br />(TYP.) <br />12 CJ <br />3� <br />12 <br />-----------------------J------------------------ Q3.5 --- 2ndFIN_FLR. <br />CJ / WEEP <br />— — T.O.M. <br />— — — _ F.FL_ <br />4 <br />r` <br />co <br />Cola <br />.100 <br />Go <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 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 />Attic Ventilation <br />REAR ELEVATION <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 />SCALE: 1 /4"-1'-0" <br />tthhe nspace o be vent) ated.Upper ventilatorso more than 50% of the shall be located no more tion is provided in the thaportion eet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or comice vents. <br />"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" <br />(Values to be verified with Manufacturer Specifications) <br />• OFF -RIDGE VENTS 138 SO. 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 tl <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Root) - 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 />LEFT ELEVATION - B <br />/4"=1'-0" <br />I O <br />zo <br />z <br />z <br />a <br />U) z <br />/') C9 <br />L0 <br />A <br />0 <br />'u — <br />pL" <br />l%i � <br />F <br />E <br />U <br />W EE <br />F- 8 <br />� <br />m N <br />m M <br />= <br />C.) <br />O o0 <br />¢ <br />c� <br />� 3 c <br />LO <br />Al <br />B D. <br />t <br />:JI' <br />N N <br />v� N <br />00 <br />N C; <br />Z z <br />a <br />Z03T <br />LLfy�lf�/ <br />W.WW.FD • . O <br />y hO� Q <br />�` —I �0 Ali <br />5 0 •� <br />'Itll{IH111��%�\ <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 />Residential eth Edition. Engineers 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 />09 <br />Lu <br />2 Q <br />VJ <br />Z <br />wgz <br />g�oU <br />O <br />1�U'o <br />_ <br />Q <br />" <br />< <br />ULJ <br />g <br />CL <br />wz <br />Z <br />"a <br />W <br />U) <br />a <br />w <br />J <br />M <br />o <br />OC <br />915 <br />ILIJ <br />U <br />Z� <br />w <br />Z <br />N <br />J� <br />W <br />Ln <br />J <br />Q <br />Z <br />QQ `� <br />Y g <br />C-4Ln <br />*k <br />N <br />Z <br />t <br />Ln <br />6LU <br />Irn0� <br />M <br />Z <br />g <br />= <br />,--i <br />Ia. <br />U) <br />o <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO. 4m2 <br />SHEET NO. <br />3.2 <br />