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12 <br />5� <br />T.O.M. <br />HDR HGT. <br />------------------- — — — — — — — — — — — — — -- <br />EXTENDED <br />OVERHANG TO BE <br />TEXTURED CENTERED ON DOOR <br />O <br />co TFINISEMENTICIOUS <br />HON C.M.U. <br />co (TYP.) <br />25 SH 25 SH <br />F.FL. 5068 SGD <br />16-0" RIDGE VENT <br />12 <br />5� <br />-- — --------------------------------------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />Z�5 <br />12 <br />1__1J5 <br />4'-0" RIDGE VENT <br />12 <br />�5 <br />REAR ELEVATION - Al <br />— -- — — — — — ----- HEEL <br />5 <br />Z-4 <br />T.O.M. <br />----------------------- 2-0 <br />HDR HGT. <br />TEXTURED _ <br />CEMENTICIOUS <br />i <br />FINISH ON C.M.U. 50 co <br />(TYP.) is <br />35SH----------------------]---------[-------------------------------I-[----F.FL. <br />-------------------------------------------------------- -- <br />__i3i1 <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION <br />- Al <br />1/4"=V-0" <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />0 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 riot 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 contructions 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 1500 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 FOLLONANG 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 / SO. FT. <br />L <br />zg® <br />z�z <br />a <br />V) 0 <br />4�l <br />w <br />�_ o <br />•U — <br />O � <br />e <br />� ru <br />U <br />� rNi <br />M <br />.1cm <br />= L CV <br />¢ <br />o <br />A <br />8 <br />1 <br />D. <br />"-°BD` <br />I <br />I! ! <br />� °' .--- <br />T <br />lL <br />Q W o• <br />Aolv <br />gd-.4 <br />� Z f4 � <br />W �i <br />o'FL <br />O F E S <br />To the best of the Engineer's kno t , and <br />belief, the �ontained <br />structural plans and specific <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z N <br />0 aCU N <br />F%f V) M <br />G <br />z <br />M <br />QUo)'gypLn <br />0 <br />HC LL <br />00 <br />a U� a00 <br />Q <br />E <br />z <br />WCD <br />J 0 <br />W <br />Ia <br />Ili <br />I— <br />V) <br />Z <br />aS a <br />0: <br />Oyou" <br />uJ <br />z <br />w <br />8f J <br />giY§ <br />W <br />�i <br />Q� <br />W <br />�u <br />OR <br />U <br />= <br />Q <br />UJ <br />o <br />Q�� <br />z <br />uJ <br />W <br />t-i <br />� <br />Q <br />z <br />zu <br />' g <br />r-q <br />k <br />N <br />Z <br />t <br />0° <br />oo <br />g <br />= <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: M]AMES <br />VERSION NO. 4mO <br />SHEET NO. <br />3.2 <br />