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0 <br />D2 <br />CO <br />. ICO <br />zo <br />ao <br />O <br />F_ <br />0 <br />TEXTURED — <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP.) <br />0 <br />HEEL HEIGHT <br />-- --------------- — <br />T.O.P. <br />-------- --------------------- <br />HDR. HGT <br />Al nl <br />12 <br />2nd FIN. FLR. <br />T.O.M. - - C29 CJ <br />HDR HGT. <br />TEXTURED <br />CE IOUS <br />FINISHISH ONON C.M.U. <br />(TYP.) <br />ioAe 2" <br />� TYP. <br />F_FL.------- — ------------ ------ <br />----T2'-D—------------------------------------- <br />TEXTURED — <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />16' RIDGE VENT <br />-1" x 10" SMOOTH <br />------- TEXTURED - <br />HEAD/BAND- <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />zz::::�5 <br />I----- ------ - L ------ <br />3 TAB SHINGLES, ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />10' RIDGE VENT <br />D <br />`-1" x 6" SMOOTH <br />TEXTURED <br />b HEAD/BAND <br />F_ <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 ROOF <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />"ELECTRICAL SPECIFICATION NOTES" <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH THE <br />SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE <br />USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION <br />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 />R703.12 Adhered masonry veneer installation <br />Adhered masonry veneer shall be installed in accordance with the <br />manufacturer's instructions. <br />Attic Ventilation <br />FRONT ELEVATION A <br />Attic Ventilation be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential al 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 />— <br />SCALE: 1 /4"-1 r-0" <br />but no more than 50% of the required ventilation is provided in the upper portion <br />of the space to be ventilated. Upper ventilators shall be located no more than 3 <br />feet (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 />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <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 />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />2nd FIN. FLR. <br />CJ / WEEP 12 T.O.M. <br />— — — — — — — — — — — — — — — — — — — — ------------------ HDR HGT. <br />-----------------------------------------------------------L-------F.FL_ <br />O <br />r` <br />0 <br />ti <br />�I'D <br />00 <br />C <br />60 <br />LEFT ELEVATION - A <br />0!�2 <br />Z M <br />_ O <br />z C) <br />z� <br />Q <br />J <br />U, z <br />� C9 <br />Q) u, <br />•E-' u, <br />•V � <br />O w <br />m <br />o <br />�Lh <br />c) <br />2 co <br />o <br />m N <br />NVca ) <br />M <br />S <br />O O N <br />0C)0 <br />3 <br />in <br />Qrn <br />CL 0 <br />.1s.v <br />a Q o <br />A I <br />B D® <br />N B C <br />C C . D- <br />All <br />N <br />0 �ON CU <br />Z W M o z w� z <br />F � CP C rl <br />U <br />LU10Z a •; v °" w <br />W OY 0 <br />O 0 <br />° °' <br />W N o <br />ULICI.Com <br />r( r •N5E 6•••.• <br />Q*•mil '.7 U t.. <br />Q <br />F <br />N\\ <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. 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />5Z <br />171 <br />W� <br />za <br />U) <br />uJ <br />2-1,U <br />Z ou o <br />p <br />ZVz <br />�OuZJZ <br />Q <br />�agCo <br />wCo <br />O�� o N <br />U W <br />FF <br />0 <br />J <br />1 1 1 <br />zo <br />< U <br />W <br />Z <br />4 <br />Z <br />-0 <br />\./ <br />Cl <br />3 <br />0 <br />� <br />Q <br />Z <br />�¢ <br />U <br />IIIW9 <br />^' <br />M <br />Q <br />F_ <br />LL <br />Q U LL <br />0 <br />0 <br />z <br />O <br />aU� <br />Eo <br />C. <br />g<Q <br />� <br />Q <br />L0Z <br />o <br />z <br />(V <br />a0� <br />W <br />_ILLJ <br />Ln <br />Lij <br />Q <br />¢ <br />Z <br />< ZZ <br />F y U <br />a°z <br />M <br />Z <br />t <br />ZS <br />0 <br />C0 <br />Z <br />� <br />2 <br />0 <br />R <br />of <br />rn <br />,--+ <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MIAM ES <br />VERSION N0. 4ol <br />SHEET NO. <br />3.1 <br />11l 1 IIUI I.. ,, r .Ai l I ,I f�i1i ;.-'bilfi .iui[a . _ gi J.I,I ";. 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