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0 <br />zo <br />io <br />HEEL - 12 <br />T.O.M. F4 N <br />------ - ----------------------- -- �- <br />HDR HGT. - <br />- - - - - - - - - - - - - - - - -------- <br />TEXTURED F I <br />CEMENTITIOUS FINISH <br />ON C.M.U. (TYP.) <br />I <br />2 x 4" SMOOTH I <br />TEXTURED <br />SILL / BAND <br />I <br />I <br />F.FL.-------------------------------------- - <br />4' RIDGE VENT <br />12 <br />5� <br />'t'-0°----------------------------------------------------- <br />12 <br />7�'_5 <br />12 <br />Z�5 <br />18' RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />�— INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />2 1" x 9" SMOOTH <br />TEXTURED <br />HEAD / BAND <br />PRE -ENGINEER TRUSS <br />12 <br />5� <br />REFER TO STRUCTURAL — <br />PLANS FOR BEAM SIZE <br />2"X4" TYP. ' <br />5/8" TEXTURED OVER - <br />MTL. LATH & 7/16" OSB <br />SHEATHING & FRAMING <br />AS REQ. <br />REFER TO STRUCTURAL — <br />PLANS FOR POST SIZE <br />2x FRAMING AS REQ.-----_ <br />POST TO CMU <br />CONNECTOR - REFER TO <br />STRUCTURALPLANS <br />(1) 2"X4" TYP. <br />(2) 2"X6" TYP. <br />SEE FOUNDATION PLANS —� <br />FOR FOOTER SIZE <br />COLUMN DETAIL <br />—1 <br />/2"=1'-0" <br />rn <br />W <br />rn <br />W <br />FIN. F R. <br />rn <br />W <br />D: <br />FRONT ELEVATION - B1 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />-------- T.O.M. <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HDRHGT. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. 4 <br />bo <br />-�Xr(TYP.) to <br />LEFT ELEVATION - 131 <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 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 11300 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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />0 <br />0 <br />U <br />zo <br />z <br />z <br />a <br />Q 1) z <br />Ln 0 <br />(31 <br />4--J w <br />0M_ <br />C) <br />•V — <br />O W <br />�V) <br />U <br />o� <br />m N <br />W <br />® <br />N C7 <br />CCI <br />� *9 M <br />_ <br />C) <br />of SO <br />SO <br />�`�oD <br />o M <br />C <br />Q rn <br />L <br />01 c <br />Al I <br />BID. <br />N-•--H'-• C <br />„' <br />.N_pp <br />� A N <br />II` <br />y <br />N Lr .1 <br />W — =- a <br />Zp�N� � <br />LL <br />nor � `: ��i <br />•�`' • <br />0 <br />z <br />_— <br />Q ; ohs <br />T Q� <br />• <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residermal 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />9 <br />W <br />zOn <br />vJ <br />O <br />w¢ir <br />�?tj0 <br />000..\ <br />Q <br />:> <br />�w <br />K pJ <br />8 SW N <br />CL <br />LU <br />g <br />L <br />W <br />� <br />W <br />�Z <br />r <br />z <br />GC <br />0 <br />Ln <br />C/5 <br />z <br />/� <br />/ <br />Q <br />LU <br />U <br />= <br />1� <br />z <br />oz <br />�2 P <br />0 <br />J <br />0 <br />ozm <br />LL <br />�Q <br />t�i L a <br />w <br />Lr) <br />w <br />J <br />rl <br />LL.1 <br />a zy <br />r-i <br />Z <br />z <br />Z <br />z <br />0z <br />m <br />rn <br />= <br />a <br />.-I <br />a <br />cn <br />S <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION NO. 3ol <br />SHEET NO. <br />3.1 <br />