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IGO <br />60 9 <br />o? <br />BD <br />it; <br />C> <br />�n <br />CN <br />C, <br />C <br />tRl <br />CM <br />b <br />0 <br />HEEL HEIGHT <br />- - - - - - - 1,10111 - - - - - - - - - - - - - - - - - - - - - <br />T.O.P. <br />HDR. HGT <br />TEXTURED — <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP.) <br />2nd FIN. FLR. L <br />T.O.M -- - - - - - - <br />HDR HGT. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />9 <br />9 2" <br />Typ� <br />IN —Y <br />F.FL. J <br />ci <br />F <br />1 <br />16'RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />Z:Z�_5 <br />L -.., r ------ <br />1 " x 10" SMOOTH <br />TEXTURED <br />- - - - - - - - Z- - HEAD / BAND- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - <br />12 <br />5F�:�, <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />10'RIDGE VENT <br />1 " x 6" SMOOTH <br />TEXTURED <br />HEAD/BAND <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-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 <br />ELEVATION <br />- <br />AThe <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />Minimum net free ventilating area shall be 1/150 of the area of the vented <br />12 <br />-6 HEEL HEIGHT <br />— - — — — — — — — — — <br />T.O.P. <br />---- - ---------------------- ------------------ <br />HDR. HGT. <br />TEXTURED <br />CEIVIENTITIOUS <br />FINISH OVER <br />TURED <br />CEMENTITIOUS <br />INISH OVER <br />SHEATHING <br />(Typ.) <br />L <br />12 <br />3 <br />ci ci <br />- - - -- T2-'-0-" 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />TEXTURED <br />CEMENTI,rious <br />FINISH ON C.M.U. <br />(TYP.) <br />00 <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - r1d _IN. FLR. <br />12 <br />CJ / WEEP SN T.O.M. <br />-'-* H DR HGT. <br />2'-0" L 1 3'-0" <br />I ]-� RFL. <br />9 <br />r- <br />= 100 <br />zo <br />60 <br />I space. I "a ventiloung area may ieduced to D300 provided that at leastifuw <br />,_O,o but no more than 50% of the required ventilation is provided in the upper portion <br />SCALE: 1/4"=1 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 FOLLOWNG 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 SO. IN. OF NET FREE AREA / SQ. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use tl <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) / 9 = (Linear R. of Deck -Air Needed) <br />LEFT ELEVATION - A <br />: 1/4"=1 1-011 <br />0 <br />0 0 <br />M <br />C� <br />V) 0 <br />C—/) <br />LU <br />LU <br />V) <br />66 =) <br />C14 <br />r <br />120 ME <br />0 0 C, <br />U- <br />0 <br />CO CL <br />a;< Ci <br />N-C H-D-C <br />CNI <br />Le :2 Z- <br />LU <br />Lu It <br />GC <br />4. <br />0 <br />0 <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 />Engineers signature and seal. <br />LENNAR <br />4600 W Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />I <br />cx <br />UJ <br />z <br />U) <br />� a. <br />LD <br />r 0 <br />4 <br />01 o: <br />R� 1 1, 1 <br />0 Ul <br />> <br />U.J <br />8 <br />__J <br />L.IJ <br />8 <br />z <br />Z� <br />C) <br />L-U <br />z <br />-0 <br />111*� <br />0 <br />W <br />4 <br />0 <br />11,10 <br />< <br />.7Z <br />P- <br />�86 <br />0 <br />Q R = <br />UJ 0 <br />' <br />r4 <br />Ir <br />LL <br />I R� <br />z <br />< <br />00 <br />Z <br />Z <br />LU <br />In <br />Zu <br />Ln <br />010 <br />z <br />4*: <br />r-4 <br />Z <br />Z <br />tu- <br />Ln <br />ca <br />0 <br />:5 <br />LU <br />z <br />UJ <br />z <br />0- <br />SCALE AS NOTED <br />DATE 11/2/2018 <br />TECH: KFRAZER <br />VERSION NO - 42 <br />SHEE'T NO. <br />3.1 <br />