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(+1") 6" SMOOTH - <br />TEXTURED BAND <br />T.O.M. <br />r. <br />c <br />a <br />12 <br />5� <br />12 <br />�5 <br />24'-0" RIDGE VENT <br />A --- <br />FRONT ELEVATION <br />i <br />— ,j, �,— HDR HGT. <br />TEXTURED 2,-0„ <br />01 CEMENTICIOUS o <br />FINISH ON C.M.U. ao co <br />(TYP.) <br />CO <br />25 SH 25 SH <br />------------------------------------------------------------------------------------------------------------------ F.FL. <br />- B1 <br />SCALE: 1 /4"=1'-0" <br />LEFT ELEVATION <br />: 1 /4"=1' <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 />/�-_ <br />i� <br />� <br />z S <br />z Q <br />Q o <br />M <br />_z <br />� � o <br />NCz <br />'R,�• <br />�_ n <br />0 ° <br />w � <br />N c o <br />� � o <br />U m <br />' m <br />�- T E <br />o g <br />= <br />U o <br />d <br />0,M <br />40i <br />14 <br />— N <br />� N <br />Z U) S rlifir'1i� <br />:Nz <br />LU <br />LAI <br />�-Z`(Ci)�� <br />Z rgNU) <br />" , <br />Ec <br />Z_LL U1 <br />Q ,y u <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 />Residenlial 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 />Cp <br />J <br />Z< <br />W <br />Z <br />M <br />w Z <br />O <br />� <br />a <br />LL_ <br />Q <br />2 o <br />w�¢� <br />m <br />Z0 <br />z <br />_0 <br />ECKS <br />C <br />O C <br />U <br />a ¢ <br />z <br />a0 <br />o a <br />�O <br />OU <br />O < <br />a Z <br />GV <br />L <br />❑ <br />�w <br />m <br />Z <br />y <br />O <br />H <br />zz <br />m <br />Q W <br />0 <br />30 <br />�LL <br />a� <br />00 <br />wJ <br />c F <br />3 <br />O <br />� O <br />a <br />0la <br />0 3 <br />C O <br />� <br />^L1 <br />W <br />i <br />N <br />LL <br />00 <br />N <br />i� <br />0 <br />Y <br />L.i. <br />2 <br />m <br />1 <br />`� <br />0 <br />o <br />CM <br />O <br />LO <br />r <br />I N o <br />T <br />ai <br />M <br />0 M N <br />o <br />Z <br />E <br />ca <br />n <br />U J Q <br />J <br />JOB <br />NO: 19-5338 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />