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rn <br />W <br />Iu <br />E <br />O <br />x I <br />0 <br />12 <br />3 <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 />R703.71 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 />FRONT ELEVATION B <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 -drr <br />but no more an er portion <br />on is provided in the pthan <br />be torts shall <br />he space o ventilated. <br />Upper ventilators be located no more 3 feeto <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 />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />8' RIDGE VENT 3 TAB SHINGLES. ROOF <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />INSTALLED AS PER MANUF. <br />following approved vents: <br />SPECIFICATIONS <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft. of Deck -Air Needed) <br />12 <br />51 - - <br />�/ 5' RIDGE VENT <br />12 <br />5� <br />----- -----------=— ------------HEEL HEIGHT <br />--------------------- -------------------- <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - "- - - - - - - - - - - - - - - - - - - - - <br />----------- HDR_HGT. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYR ) <br />------1-2-0—I------------------------------------- <br />TEXTURED — <br />CEMENTITIOUS <br />FINISH ON G.M.U. <br />(TYP.) <br />CJ CJ 12 <br />�a 3.5 2zz�nd FIN. FLR. <br />CJ I WEEP T.O.M. <br />HDR HGT <br />---- F.FL_ <br />0 <br />f` <br />ip <br />LEFT ELEVATION - B. <br />0 P <br />l.i k7 tf <br />0J � t <br />0 <br />GM <br />0 <br />— o <br />N <br />E3n� <br />V) t r3 <br />0 <br />a.' w <br />°V — <br />0 W <br />ITO <br />o <br />r— <br />i� (6 � <br />N <br />o ti <br />m N <br />W <br />1` <br />N M <br />C) Co M <br />S <br />12 2 Q O N <br />C o <br />LL co <br />Q- <br />Q � <br />o <br />� 0 <br />rn4 d <br />®® <br />B,D-C <br />N -C.�4 <br />/r <br />N N <br />�1I U) p M 1 <br />Z W �MCSz w z <br />Sin. o; W <br />LULU <br />— c� <br />O a a> <br />Z cQ <br />42 1110) E LLCDfitt, / <br />��`r�`` <br />'%) <br />YMT d <br />lb <br />-.-. , � Gait` <br />`•, <br />CIA <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 />Residentlal 6h Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />AIL <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />00 <br />a� <br />iF <br />w< X <br />z <br />v Z O O <br />O <br />ZO�� <br />�oZ12 <br />wo J <br />aw0� <br />Ow� <br />W LL N <br />F U o <br />LJ_1 <br />Ar ' <br />L <br />---� <br />w <br />o <br />f z <br />�.rII <br />1 <br />Q <br />o� <br />z <br />- <br />`� <br />170 <br />o <br />> <br />'d <br />z <br />J g <br />V <br />N <br />M <br />8�o <br />o <br />J <br />z <br />2:o <br />LU b <br />N <br />Z� <br />h <br />¢¢w� <br />Q <br />00 <br />0 �� <br />z <br />N <br />-o <br />ira2�Z <br />J <br />rl Lill <br />W <br />¢ <br />W <br />z <br />¢w�� <br />¢zo <br />r!:�U <br />~ <br />w`ao <br />W Z <br />Ln <br />N <br />z <br />R Z g <br />Vr O <br />M <br />© <br />z <br />Q <br />J <br />W <br />r <br />-Z <br />a g <br />Ln <br />o <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />r1 <br />VERSION NO. 42 <br />SHEET NO. <br />3.1 <br />