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J <br />E <br />E: <br />0 <br />S <br />00 <br />N <br />cV <br />w <br />C) <br />0 <br />l <br />0 <br />co <br />b <br />12 <br />5� <br />HEEL 12 <br />T.O.M. <br />------ - -------- F— - ----- -- <br />HDR HGT. <br />— — — — — — — — — — — — — — — — — — — — — — — — <br />TEXTURED F I <br />CEMENTITIOUS FINISH <br />ON C.M.U. (TYP.) <br />I <br />2" x 4" SMOOTH 1 I <br />I <br />TEXTURED I <br />SILL / BAND <br />I <br />I <br />F. FL. <br />12 <br />5� <br />4' RIDGE VENT <br />----1-0------------------------------------------------------ <br />2'-0" <br />12 <br />�5 <br />12 <br />7�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 />i <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 />STRUCTURAL PLANS <br />(1) 2"X4" TYP. <br />(2) 2"X6" TYP. <br />SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />12 <br />5" <br />w <br />" <br />FIN. F <br />R. <br />� COLUMN DETAIL <br />FRONT ELEVATION - 131 <br />SCALE: 1 /4"=1'-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />-------- T.O.M. <br />------ HDR HGT. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. 9 <br />(TYP.) <br />LEFT ELEVATION - 61 <br />11 =11 <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 at 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 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 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />o <br />i® <br />UI <br />Z M <br />_ o <br />Z C° <br />z� <br />Q <br />a <br />z <br />Q <br />4--) w <br />�U — <br />OL" <br />o <br />v <br />or- <br />CoN <br />LL1 <br />I E <br />N M <br />M <br />- <br />O o N <br />C)s�LW <br />o <br />2 0)ITOL <br />no <br />a) Q 0 <br />A 1 <br />BID. <br />N -�/r <br />N �D <br />�/� I <br />YI O c'7 I <br />Z W D M Z <br />U) <br />c'n <br />W g N a <br />&mo o <br />go Z 02,98- 0 <br />o <br />x � <br />Alm re16 <br />w G'` <( <br />C3J <br />_J <br />0 <br />Z/, AROFES <br />�C.f!!!!!f(f <br />� pl t i 61i14Ed\N'v <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 />L NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />O <br />co <br />z a <br />¢f <br />f� <br />Z <br />Way <br />U Z o 0 <br />O <br />tr <br />O z Z <br />Q <br />w <br />0�00 <br />O <br />w� <br />OU w'L N <br />a <br />LL <br />J <br />L <br />F_ <br />W <br />ZO <br />QU <br />\ <br />� <br />00 <br />W <br />f Z <br />5� <br />W <br />L <br />a <br />O <br />Z <br />\ <br />J LQu <br />LL <br />0 <br />J <br />Of <br />O D d <br />N <br />2W <br />z<Z;� <br />W <br />¢<WL <br />Q <br />2 <br />Z <br />Z <br />0 O <br />w0 <br />E a R <br />ao, <br />J <br />r--1 <br />LU <br />Q <br />Z <br />to <br />cn H v <br />gFH <br />I a z <br />r-I <br />Z <br />_ zRz o <br />m <br />O <br />� <br />Qz <br />J <br />= <br />0 <br />z <br />rn <br />,-a <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: FFLORES <br />VERSION NO. 3ol <br />SHEET NO. <br />3.1 <br />