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N <br />E <br />al <br />E <br />1 � <br />i� 000■ 00❑■ ❑■ 0 <br />__ 000000ao <br />16-0" RIDGE VENT <br />4'-0" RIDGE VENT <br />12 <br />:;�5 <br />IN <br />T.O.P. <br />y <br />T.O.M. <br />HDR HGT. <br />N01 <br />o TEXTURED 2,_Q„ <br />o _ CEMENTICIOUS <br />co co FINISH ON C.M.U. <br />co (TYP.) <br />------------25SH- 25SH <br />FRONT ELEVATION - Al <br />RIGHT ELEVATION - Al <br />SCALE: 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-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 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 FOLLOWNG 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 SQ. IN. OF NET FREE AREA / SO. FT. <br />,2 <br />z$ <br />z�z <br />a <br />U, z0 <br />N (D <br />w <br />(Pro <br />p <br />V — <br />OLU <br />= <br />120 <br />e <br />�N <br />o <br />U <br />W <br />® ~ <br />�� M <br />C M <br />L N <br />U <br />- LL <br />0 <br /><irn <br />� g� <br />A <br />N C 6 D C <br />� <br />y�. ter,.--• <br />Sri <br />� <br />Q 0. <br />Q �•� <br />LLm o is 1-0 <br />t'�cU <br />W <br />J <br />E S S \�� <br />r/ <br />>, � <br />To the best of the Engineer's know , i ormation, and <br />belief, the structural plans and specifications contained <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 />N <br />z <br />N <br />ate-+ <br />U-) in <br />M <br />av•L� <br />H L LL <br />n <br />rn <br />13� U CL ,--I <br />Q00 <br />z tti <br />W <br />J � <br />Z <br />w� <br />z <br />O <br />.4$o <br />U <br />Ww <br />�gZ� <br />_ <br />�8!�W <br />f J <br />o� <br />o <br />OF <br />� <br />J <br />W <br />g8 <br />Z <br />W <br />W <br />■ _ <br />v <br />Q <br />zIgg <br />. <br />0 <br />O <br />t'V <br />Er <br />51Zi <br />0 <br />Q�� <br />z <br />Q <br />z'- <br />�LL� <br />a� <br />LL <br />�g <br />T <br />m <br />[N4 <br />z <br />� <br />� o <br />1`111O <br />,-i <br />a <br />Z <br />to <br />W <br />z <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />3.1 <br />