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bo <br />i0 <br />2'-0" <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />1" x 9" SMOOTH <br />TEXTURED 12 <br />FREEZE BAND <br />5 <br />HEEL <br />T.O.M. — — <br />HDR HGT. — — <br />12 <br />5 <br />12 <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />----------------------- <br />------------------------------- -- --��---- <br />TEXTURED <br />CEMENTICIOUS <br />JWA <br />+3" SMOOTH <br />TEXTURED BAND <br />14'-0" RIDGE VENT <br />12 <br />;�5 <br />T-0" RIDGE VENT <br />12 5 <br />12 <br />T �15 <br />SILL <br />x <br />t r � <br />x <br />PROFILE ELEVATION <br />0 <br />DECORATIVE SILL <br />FRONT ELEVATION - B1_ <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />_ I HDR HGT. <br />TEXTURED _ o <br />CEMENTICIOUS 00 bo <br />FINISH ON C.M.U. z <br />(TYP. ) <br />----I----------------------------------------- I---- <br />F.FL. <br />LEFT ELEVATION - B1 <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 SQ. 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 / SQ. FT. <br />I <br />o - <br />N <br />� <br />0 0 <br />z n <br />z <br />d <br />E3 <br />N <br />U)Ln <br />z <br />v U o <br />LL <br />Vi Y <br />(O w <br />� a <br />'� • <br />U <br />W � <br />N E <br />N N <br />o <br />V <br />� <br />U 00 <br />W � <br />�- f2 e <br />oMfgg <br />U a <br />00 <br />T <br />N �O <br />N <br />o� <br />rr <br />LL�Nz w <br />W <br />loft"'," Q <br />.� <br />, G� < <br />•: <br />C� h 4Q- ., <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 />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 />r. <br />o <br />coz <br />J <br />z z <br />wM <br />M <br />J <br />U_ <br />mr E <br />OV <br />o s <br />m <br />zo <br />oo <br />z <br />� <br />>m <br />Z� <br />z® <br />oa <br />tz <br />XO0 <br />00 <br />, <br />N <br />wo <br />¢ <br />0 <br />a <br />�w <br />L <br />ra <br />ej C <br />. <br />O�Y <br />U <br />m 0 <br />O <br />of <br />Z <br />� <br />_-, <br />�Z <br />manLO <br />N <br />O c <br />LL <br />¢� <br />a O <br />�w <br />xk <br />p <br />oz <br />3 <br />O <br />o <br />O <br />v <br />w <br />zla <br />} <br />a = <br />° 3 <br />0 O <br />Ul <br />� <br />^L1 <br />\W <br />�- <br />M <br />� <br />> <br />T <br />C:) <br />�L <br />n <br />O <br />� co <br />L <br />1 <br />2 <br />•� o <br />LO <br />r <br />00 rn <br />CO M <br />r <br />ai <br />@ <br />N <br />� r j <br />o <br />z <br />z <br />E 0 <br />E <br />c <br />a <br />U J Q <br />CD <br />J <br />JOB <br />NO: 19-5335 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />I 1 1 111 1 11 111 19, l:11, 11111,Itli 111 . 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