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a <br />- — - — _-aim <br />pp- <br />❑■ 0000000 ICI Ii�l � <br />I (, <br />�� - 000�❑� 0�0 1 1 <br />I II II I <br />FRONT ELEVATION - Al <br />SCALE: 1/4"=V-0" <br />16'-0" RIDGE VENT <br />12 <br />5� <br />T-0 RIDGE VENT <br />12 <br />�5 <br />T.O.P. <br />T.O.M. <br />-- — 1=��---------------------------------------------------- HDRHGT. <br />------------------------------------------------- 11�iQii <br />�N <br />2,_011 TEXTURED _ o <br />CEMENTICIOUS o <br />FINISH ON C.M.U. co co <br />(TYP.) <br />ifl <br />------------------------------------------------------------25SH------------25SH--------------------------------------------F.FL. <br />LEFT ELEVATION - Al <br />1 /4"=1' <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 -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 11150 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 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 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA I UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. <br />(9 - <br />_zo <br />z <br />z <br />a <br />LOON <br />wad <br />CZ <br />+_J N <br />OM <br />M <br />�U — <br />O"' <br />V) Z <br />ZD <br />120 <br />�V <br />U <br />r. U <br />~ <br />coo <br />N M <br />S' m 04 <br />■ =92 <br />U �S <br />Eovon <br />0�0 <br />" o°D0 <br />81 <br />rn <br />ns - <br />U-> <br />I <br />B D. <br />H�� <br />-*IAl <br />N N <br />U) <br />Z 41 % f�' z° <br />�.. J <br />tr. <br />I � LL 0 .� vj <br />10 <br />LU <br />Ch <br />Z O <br />LL. d � <br />a <br />W <br />�1EUfl <br />\� ^W N <br />d <br />ErL'O •.•��: <br />•. C 0. <br />JR <br />I <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained witfrn these <br />drawings comply with the 2017 Florida Building Code - <br />Residential8th 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />o <br />W� <br />zaa <br />a <br />W <br />F <br />Bz9Q. <br />Z <br />O <br />Z OV U <br />I <br />Q' <br />Z <br />� � J <br />� <br />O{y,i <br />m LL N <br />W <br />LLJ <br />$® <br />C <br />Q <br />.� <br />z <br />U <br />Q <br />g �o <br />0_ <br />tN, <br />T <br />O <br />W O <br />k <br />1�LLLu <br />ZLILI <br />.. <br />W <br />i� z 8 <br />J <br />r�--I <br />Ijj <br />Q <br />Z <br /><! B <br />~$ <br />a <br />M <br />Z <br />108 <br />O <br />0 <br />00 <br />_ <br />,-t <br />a <br />Ul <br />s <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />3.1 <br />