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r <br />, <br />HFFI <br />-------------- <br />12 <br />5� <br />-- -- - - - - - - - - - - - - - - - - - - - - <br />01 <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />16'-0" RIDGE VENT <br />1"x10" SMOOTH <br />TEXTURED BAND <br />3'-0 RIDGE VENT <br />- 1'-0" <br />TEXTURED FINISH <br />12 <br />_zz::::�5 <br />FRONT ELEVATION - Al <br />25 SH 25 SH <br />] F.FL. <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION <br />- Al <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 well 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 SQ. IN. OF NET FREE AREA / SO. FT. <br />J <br />0 0 <br />f <br />M cppn <br />z N <br />S O <br />o <br />z <br />J M <br />D_ O <br />M <br />E3 <br />U) Z <br />N <br />1VJJ � <br />'� • <br />T Y <br />(� w o <br />a a <br />w F- <br />N c o <br />� o <br />wa <br />� <br />U <br />w rn <br />F E <br />o g <br />AI` <br />I <br />= <br />U O N <br />c C0 <br />Q W 0 <br />• <br />®0 <br />N �O <br />v N M O� <br />C <br />Z �N�Zo Iw <br />U) <br />— � <br />,Jy '2 <br />LU <br />LU <br />Z <br />m <br />U <br />S:� <br />—1 V <br />r C <br />a.�'00' <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 />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />o <br />M <br />---, <br />o <br />ro <br />w <br />z <br />E <br />U_ <br />Q E <br />E o <br />w o <br />w0 <br />4 <br />» <br /><k <br />_® <br />od <br />K <br />ca <br />C <br />N <br />XU <br />O <br />�o <br />00 <br />O <br />°off <br />az <br />'J L <br />0 <br />Qo <br />rW <br />m0 <br />f6 <br />Cy <br />- <br />J <br />U <br />N 2 <br />O <br />OLL <br />Z <br />Q W <br />Z <br />W <br />fn <br />_N <br />Q <br />¢ b <br />pp <br />gao <br />N F <br />U <br />0 <br />�� <br />00 <br />a � <br />�0 <br />ao <br />V <br />zl< <br />3 <br />C0 <br />O <br />.y <br />^L, <br />W <br />> <br />o <br />� <br />0 <br />�1 <br />0 <br />CL <br />co <br />n v <br />f� <br />/I1 � <br />3 <br />/r <br />VJ <br />o � <br />■� T <br />T//��' <br />LO <br />r00 <br />2 O N <br />r <br />ni <br />m <br />r CD <br />M N <br />o <br />z <br />z <br />E O i6 <br />E ui <br />cc <br />m <br />a <br />v <br />U ° Q p <br />� <br />JOB <br />NO: 19-5897 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />