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too 60 BD 9 F_ F 12 5F�:� HEEL HEIGHT HEEL HEIGHT —7 f.—O.—P -- — — — — — — — — — — — — — — — -------- ----- Ll HDR. HGT TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUR SPECIFICATIONS -A. — — — — — — — — — — — - — ----- — — — — — — — — — — — — T__ I" x 1 C SMOOTH TEXTI IRED HEADIBAND ,,,- 1 " x 10" SMOOTH 2nd FIN, FLR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - TEXTURED T.O.M. CJ / WEEP HEAD/BAND CJ WEEP - - - - - - - - HDR HGT - - - - - - - - - TEXTURED CEMENTITIOUS \a FINISH ON C.M.U. (TYP.) F.FL. L I 12 5L,,--' ----------------------- ----------- -------- 1 " x 6" SMOOTH TEXTURED L HEAD/BAND L 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS FRONT ELEVATION — A SCALE: 1/4"=V-0" _46 HEEL HEIGHT — — — — — — — — — — o! — — — — — — — — — — — — — — — T_ _7 7 77 77.— 7- —,-7- T.O.P. — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — HDR. HGT. — — — — — — — — — — — — — — — — — — — — — — 7 — — — — — — — — — — — — — — — — . _k TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) Ci Ci — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 2nd FIN. FLR. CJ WEEP I I T.O.M. I L L RFL. 9 I- 100 co LEFT ELEVATION — A SCALE: 1/4"=l'-O" General Notes ROOF CRITERIA: 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The Individual layers shall be Installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier Is directed between the layers. The baniers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material In accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water Into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings; and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. At wall and roof intersections At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Spe6ffications) • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA I UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. *If not enough vented solfit is provided due to fire protection, the contractor shall use the following approved vents: e LOMANCO DECK-AJR (Shingle lqoo� - 9 SO. IN. OF NET FREE AREA/ FT. "Formula: (Sq. Ft. Soffit Needed) x 7 m (Sq. In. Needed) / 9 = (Unear Ft. of Deck-Ar Needed) Ir :z cl) V1 0 C1 W z;; 4--J LU -a)o Ln CD LU 0�� C) <1 ffi < A I ED. N- C 0 -D- C IT z CL LU 6L: ly Z U0 FD M r)qp (0 < u 7:: C; F L .......... % "�OFESSIOq To the best of the Engineers knowledge, Information and belief, the structural plans and specificadons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the ftetural angineedng portions of the drairwing pages bearing Engineers signature and a". LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 'R z U) ci� z OZ UQ )!tl LZU 00 :> L.0 N M�io Lu � _J L.0 L-U Z� z C) 'a 111� M > W 0 U (A :z 0 CY-1 C4 N cr_ ILL I 00 V- Z UJ N Ul) 6i < z (%4 0 Z Z t-u LU 0 CL In E SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION No' 3ol SHEET NO. 3.1 :Z1