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00 <br />co <br />'s <br />F4 F5 <br />12 <br />51 12 <br />�5 <br />HEEL <br />IMI <br />I'I II'I <br />ICI ICIlollICI III <br />16'-0" RIDGE VENT <br />12 <br />5� <br />3'-0 RIDGE VENT <br />12 <br />�5 <br />FRONT ELEVATION - Al <br />SCALE: ,,o-,.O" <br />T.O.P. <br />T.O.M. <br />--—'IOL!------------------------------------------------------------------------------------------------- 1r_$rr HDRHGT. <br />01 <br />�N <br />21_011 TEXTURED _ o <br />CEMENTICIOUS O <br />FINISH ON C.M.U. co co <br />(TYP.) Zo <br />25 SH 25 SH <br />F.FL. <br />LEFT ELEVATION - Al <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 -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 FOLLONWNG VALUES, SEE ROOF PLAN - <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFITVENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. <br />C9 "' <br />z <br />— o <br />z�z <br />Q <br />U, zCZcn (D <br />� "' <br />w <br />n� d <br />O w <br />m <br />o <br />(t1i <br />CO N <br />W <br />E <br />aim� <br />C) ch <br />`vim <br />= g? <br />�i <br />0 0 0 <br />U <br />o <br />� <br /><cm <br />U) o <br />LO$�r <br />rn Q 0 <br />Al, <br />BID. <br />N•C.H.D.0 <br />N <br />tw 0 N <br />VZ �zM <br />W 0 <br />U) MN � z <br />LU �LLo w <br />W 9`� .p <br />_ <br />W -ELL <br />0 -Stern <br />(a <br />� E <br />`d <br />wLL <br />w.r s 00M.. <br />v �.`v ' C0 <br />� iy <br />Z1. <br />�;r9r���lff 66Q 4t1t��l,�� <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 />Engineers signature and seal. <br />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�Z <br />W <br />z¢ <br />za2: <br />W00 <br />z <br />0 <br />zoo <br />ZW9gz <br />§mow <br />CL LU u- W <br />OW�LL-.N <br />~ LO <br />W <br />El <br />i <br />cu <br />J <br />Ld <br />zz <br />Q o <br />fz <br />Q <br />CL <br />CL <br />U <br />0 <br />Z <br />-JLU <br />U <br />_ <br />Q <br />W <br />�Fo <br />0. <br />0 <br />a <br />uo�� <br />N, <br />� <br />z¢Z� <br />Q <br />~� <br />Z <br />z <br />o <br />o W <br />°' 0 <br />J <br />In <br />Q <br />didi <br />¢a <br />z <br />z <br />N <br />O <br />*i <br />00 <br />z <br />z <br />U $ <br />z <br />O <br />0 <br />� <br />� <br />Srn <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />3.1 <br />