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r <br />—too <br />N <br />C� <br />r- <br />F_ <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />co <br />00 <br />V <br />4 <br />12 <br />5[� <br />8'-0" RIDGE VENT <br />12 <br />zz:::�15 <br />12 <br />— --------- <br />HDRHGT . . . . . . . . + —1 — — — — — — — — — TMMI — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />N <br />F.FL . . . . . . . . . . . . . I <br />12'RIDGE VENT <br />V-2111 <br />4 <br />12 <br />5 <br />T.O.P. <br />— --- — — — — — — — — <br />HDR HGT. <br />----------------------------- ------------------- =I ---------- <br />-011 <br />2nd FIN. FLR. <br />— T. 0. M. <br />HDR HGT. <br />F.FL. <br />25 SH <br />---------------------------- C'_� ----------------------------- <br />------------------- <br />4'RIDGE VENT <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — <br />CJ / WEEP r__ <br />4 ------------------------------------------------------------------ <br />TEXTURED _'� <br />CEMENTICIOUS <br />ISH ON C.M.U. <br />,X�FIN <br />(TYP.) <br />25 SH <br />7777 <br />------------------------------------ <br />11-01, <br />0" <br />2'-0" <br />REAR ELEVATION - Al <br />SCALE: 1/4"=l'-O" <br />RIGHT ELEVATION - Al <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 ASTIVI C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTIVI 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 11150 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 FOLLOVANG 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 />e SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT . <br />CD f <br />2- Cn <br />co <br />U) tn (D <br />4--J Lij <br />C) <br />0 LU <br />= <br />Z:) <br />E <br />0 <br />to Cl) <br />0 C> <br />LLJ <br />F_ E <br />0) 04 <br />0, C" <br />r " <br />co c,) <br />0 C14 <br />0 C:> <br />_I-_ LL 00 <br />-00 <br />0 Co — <br />-1 "- <br />< <br />CL C:) <br />-LC) <br />Itr .7r, <br />M< Ci <br />Al I <br />BID. <br />c <br />C� - <br />U) -��-Zo z <br />t-'> U� <br />ED <br />di L]L: <br />LU U.� - <br />C'- (n <br />Z 0 Ig 4 < <br />U) Q JE CN, 5 <br />m 0� <br />Z U) E <br />LL <br />LU <br />WwWa"N Vill K) <br />0' <br />.0 <br />CF), <br />0 <br />F <br />40 <br />ROFESB\0 <br />;'111t11' <br />/?III I I t0W'�%% <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 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 />L E N NA R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33677 <br />www.LennarTampa.com <br />IS <br />0 z <br />2 <br />Lu <br />z <br />z <br />z C� Q. . <br />z <br />0 <br />Of ry <br />0 0 <br />U L) <br />Z 1 'r <br />U, z <br />0 LIJ z <br />0- <br />w 0 <br />oe ce <br />000"s <br />LU <br />@ <br /><z <br />LU <br />z <br />8 <br />UJ <br />X z <br />0z <br />z <br />-0 <br />z <br />< <br />0 <br />00 <br />z <br />U <br />00 <br />r-.4 <br />< <br />< <br />LLI 0 Z <br />Lu <br />rr <br />0 0� <br />or W 0 <br />&__J <br />r-4 <br />z < zo;� <br />UJ< <br />< <br />z <br />Z <br />�5 <br />62 <br />Lu <br />UJ <br />U') <br />LU <br />Lij <br />5' <br />< <br />z <br />- <br /><� z <br />uJ Lu <br />z <br />c) <br />00 <br />C'-4 <br />Z <br />tu— <br />U, S <br />RZ <br />0 <br />06 <br />z <br />15 <br />U=J <br />0 <br />U, <br />rn <br />-1 <br />10- <br />Ln <br />0 <br />SCALE AS NOTED <br />DATE 10/29/2018 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />3.2 <br />z <br />I <br />__ — ____ — — __ __ - - — — - -- 1-d[i 11 1 1 1 1 1 1 1 1 1 1 <br />:. 11 . ;� : 0! 11 d1kAWr,1 I 41"Tkil W14 III vfFffh[TJffi%kFftM lt,711 I 1,i, <br />