Laserfiche WebLink
TV <br />12 <br />5� <br />T.O.M. <br />HDR HGT. <br />------------------- <br />o TEXTURED <br />' - CEMENTICIOUS <br />°D -1 FINISH ON C.M.U. <br />CD (TYP.) <br />12 <br />�5 <br />-0" <br />EXTENDED <br />OVERHANG TO BE 10 <br />CENTERED ON DOOR <br />25 SH 25 SH <br />F.FL. 5068 SGD <br />— <br />28'-0" RIDGE VENT <br />12 <br />5[,,--' <br />1 ,I <br />01 <br />2,-�„ TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - 131 <br />--_ T.O.M. <br />HDR HGT. <br />2'-611 <br />TEXTURED _ <br />CEMENTICIOUS o <br />, <br />FINISH ON C.M.U. co CO <br />(TYP.) CD <br />1 <br />-------------------------------------------- — 35SH---------------------------------------------------------------I]-----F.FL. <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION - 61 <br />: 1 /4"=1'-0" <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 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 / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />0 <br />O <br />CD f <br />zo <br />z <br />z <br />a <br />U, z <br />V) 0 <br />� W <br />•V — <br />Ow <br />l� = <br />E <br />U <br />W <br />_ <br />Qo <br />e) M <br />N <br />C) <br />� <br />rn <br />co <br />¢ <br />LO <br />�io <br />BID. <br />N I'll <br />T <br />WW1 <br />G <br />p� N N <br />O <br />fCVI <br />� <br />ro'Ny � z � z° <br />Z_ {W� <br />II• Ce ti ,rd W, k <br />W — •� LL a <br />ZO0 ¢,g� <br />LL0 S'X Idle <br />a� m <br />m ww Co rr 0•'Y <br />Q <br />i `• r� 0 <br />/L <br />Oi? O F E S SX O <br />To the best of the Engineers Mowledge, 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. Engineers 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 />W <br />Z< <br />z <br />a <br />c <br />O <br />god" <br />P <br />J <br />�> <br />W <br />812 <br />�® <br />W <br />Z <br />O <br />za <br />V <br />OO 2Q <br />0 <br />J <br />Q~< <br />Q <br />ul <br />t71 per Q <br />021 <br />M. <br />Z <br />Z���i <br />J <br />Ln <br />rl <br />W� <br />W <br />d'z8, <br />.�-1 <br />Q <br />Z <br />ILDn <br />Z <br />Z <br />175 <br />< S <br />ca <br />° <br />t <br />O1 <br />g <br />LU <br />aW <br />o <br />SCALE : AS NOTED <br />DATE : 08/07/2019 <br />TECH: FM <br />VERSION NO. 4w0 <br />SHEET NO. <br />3.2 <br />r,t <br />I �J <br />