Laserfiche WebLink
N <br />0 <br />n <br />LO <br />v, <br />I <br />00 <br />m <br />D2 <br />;✓ <br />W <br />Cam. <br />E <br />E <br />0 <br />x <br />a <br />[Z <br />00 <br />E <br />I <br />12 <br />3 <br />-----2-0—------------------------------------- <br />TEXTURED — <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />8' RIDGE VENT 3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />_I I SPECIFICATIONS <br />12 <br />5' RIDGE VENT <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 ROOF <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH THE <br />SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE <br />USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION <br />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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 construction 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 />R703.12 Adhered masonry veneer installation <br />Adhered masonry veneer shall be installed in accordance with the <br />manufacturer's instructions. <br />Attic Ventilation <br />FRONT ELEVATION B <br />Attic Ventilation to be incompliance 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 />SCALE: 1 /4"--1-0" <br />but no more than 50% of the required ventilation is provided in the upper portion <br />of the space to be ventilated. Upper ventilators shall be located no more than 3 <br />feet (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 / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use tf <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />*"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />1c, <br />r <br />JQ!Z�12_—__-------------- �3.5 2nd FIN. FLR. <br />CJ / WEEP T.O.M. <br />- — — — — — — — A — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 — — — — — — — — — <br />— _ HDR HGT_ <br />0 <br />---- F.FL_ <br />00 <br />bo <br />LEFT ELEVATION - B <br />11 =1 I -Orr <br />(f <br />ll <br />X( <br />�. <br />z Cl) <br />0 <br />_ CD <br />z� <br />z <br />Q <br />E3 <br />0 <br />cn c� <br />w <br />DIM <br />+J <br />(--I <br />V — <br />O w <br />12 <br />V) <br />(6 U <br />M <br />o 0 <br />CO CN <br />1.l.J E <br />S <br />0) M M <br />W -0 M <br />_0 <br />0_S NO <br />U N <br />< <br />LL00 <br />000 <br />00 <br />rn <br />Q o <br />1& <br />� C, <br />0 <br />rn Q o <br />B D• <br />N Yc <br />N N <br />C2 e zo <br />W ��� <br />Z � �' z M ib Z <br />� a <br />a w w <br />W yam. <br />W V Q ��- o � a <br />Z10� o <br />— f �$¢ IC <br />N Q�g-8 ¢M' A <br />Q <br />W N <br />I <br />WWW.FDSEN ❑ <br />°�00(t0 <br />W1V <br />Q''.'�•SE <br />.• <br />N <br />0. <br />••.•.•.FLO w <br />,.•' <br />J�,�rr�rR0FCSS\0�\���� <br />WWII I I I III%\\\\\ <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 />Residentlal 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 />LE N R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />o <br />rn <br />w� <br />z a <br />F <br />VJ <br />z <br />�480 <br />zWI <br />V <br />Z <br />_O <br />( p.7 <br />O� <br />�a <br />A <br />`J <br />I <br />O N <br />Q <br />w <br />F W <br />J <br />1 1 1 <br />■ • <br />ZO <br />} V <br />aZ <br />LU <br />z <br />-0a <br />u <br />ID <br />N <br />1110 <br />ID <br />z <br />�f <br />o <br />Un <br />(V <br />M <br />¢ <br />�-- <br />o9z <br />0 <br />Ili P <br />Y <br />o e <br />a <br />z <br />��� <br />. cm.) <br />J <br />�i <br />ILLZ�Q <br />N <br />0 ,Q 0 <br />OWLL0 <br />z <br />z <br />O <br />w=�E <br />z <br />CV <br />�aoo� <br />W <br />Lli <br />Ljj <br />� u z 8 <br />J <br />rl <br />Ll1 <br />n�8 <br />zWWzz <br />*k <br />Z <br />boo <br />m <br />00 <br />z <br />g <br />W <br />= <br />�w <br />o <br />r-4 <br />a <br />Ln <br />o <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAMES <br />VERSION NO. 4ol <br />SHEET NO. <br />3,1 <br />