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I <br />4 <br />C2 <br />N <br />E <br />L <br />C <br />a <br />ROWE SI <br />.Ww'� .% <br />wo <br />WPM <br />-------------- <br />1"x10" SMOOTH <br />TEXTURED BAND <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=1'-0" <br />12 <br />5� <br />16'-0" RIDGE VENT <br />V-0 RIDGE VENT <br />T.O.P. <br />— — — _ T.O.M. <br />-- — 1—��---------------------------------------------------- HDRHGT. <br />01 <br />v �N <br />2r_�r, TEXTURED _ o <br />CEMENTICIOUS Q <br />FINISH ON C.M.U. bo co <br />(TYP.) �p <br />25 SH 25 SH <br />---- ------------------------------------------------------------------------------------------------------------ <br />LEFT ELEVATION - Al <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 costs 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 save or comice vents. <br />-CALCULATIONS BASED ON THE FOLLOWING 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 />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT, <br />(D V <br />z�® <br />z� <br />z <br />a <br />tf) 0 <br />� N <br />w <br />M M <br />•U <br />— <br />OW <br />�V <br />r~ <br />U <br />me <br />W <br />'® ~ <br />f " <br />y M 04 <br />co <br />U <br />¢ <br />co <br />v, <br />� d <br />Al <br />BDU) <br />N N <br />rn � 00 <br />Ili ~ N' <br />cI Usa <br />0 rnm <br />1A 1 .923 <br />Z <br />LL W � � °❑ <br />:.rrr�1�1�1WPh � <br />,F OIM N,y <br />•� ` � • •"•CAS •• •• •'•oo <br />r�ro <br />d <br />?of <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 />ResiderWal ath Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Enginesrs signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />g� <br />zQ <br />a <br />U�ow <br />o <br />U <br />z <br />9LU <br />� <br />W N <br />g® <br />r <br />G) <br />__J <br />W <br />W <br />O <br />UuJ <br />Qi <br />z� <br />J <br />A <br />0 <br />06 <br />W C <br />z <br />Z <br />_J <br />*'t <br />di <br />z <br />Z8 <br />m <br />tO <br />00 <br />Z <br />� <br />175 <br />_ <br />i <br />rn <br />•--+ 10. <br />to <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />3.1 <br />