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I <br />12 <br />5� <br />1" x 4" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />------------------------ <br />1 " x 12" SMOOTH <br />12 <br />Z.*Z�5 <br />T.O.P. <br />1 <br />HDR HGT. <br />------ --- <br />I <br />I <br />I <br />' 16 <br />I <br />I <br />I <br />TEXTURED 12 = � --� <br />TRIM / BAND 25 SH �5 °1 <br />--------2ftd FIN. <br />------------------- ------------ ------------------------------------ -- <br />FLR. <br />--- o -----f - __ T.O.M. <br />l� F20 I I HDR HGT. <br />------- ---------- — I —------------- -- <br />l nF1 <br />FRONT ELEVATION - B1 <br />SCALE: 1 /4"= V-0" <br />T.O.P. <br />-------- HDR HGT. <br />2nd FIN. <br />FLR. <br />-------- T.O.M. <br />HDR HC <br />F.FL. <br />RIGHT ELEVATION - B1_ <br />I00 <br />� <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 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 / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />(Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof - 9 SO. IN, OF NET FREE AREA / FT. <br />"'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />-Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed <br />0�2 <br />Z M <br />C) <br />z� <br />Q <br />E3 <br />t� z <br />V) (D <br />� u <br />� p <br />0 w <br />E <br />o <br />Cam/) <br />0 <br />U <br />E— <br />0 <br />M <br />a)tJJ C . M <br />N a M <br />— <br />O o 0 <br />LL00 <br />U <br />�o <br />0 <br />0 CD <br /><L a� <br />�Q� <br />rn ¢ o <br />Al I <br />NC.H D.aC <br />w`•i�' � 9sese• <br />I <br />N �% <br />CN <br />C,� <br />yo• <br />U)s <br />Z <br />ti � <br />U.1 <br />C" <br />LU <br />C <br />_ <br />�t9 <br />LL{i�'T <br />" <br />SS, <br />To the best of the Engineer's knowledge, information, 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 />C� <br />O <br />Z N <br />0 a) N <br />H a..+ O <br />1.0 <br />��-t tJ M 0� <br />M <br />_0 <br />a�4-1 <br />a. cn•�d' <br />0 <br />ILL <br />z <br />C)� U 0_ <br />00 <br />Q <br />E <br />Z <br />WJ <br />C:) <br />d' <br />0z <br />o <br />z<a <br />< 4 <br />F. <br />> <br />wQ x � <br />L) z 0 <br />Z <br />OZ <br />E" 0 <br />U w Q� <br />Zr 7 Z Z <br />K —I <br />o � a o <br />U w w N <br />T0Z <br />W <br />J <br />0LO <br />} 0 <br />ri <br />J�qZ <br />W <br />¢ U <br />0 <br />Q <br />a <br />�3 <br />U <br />0 <br />O <br />; <br />L l <br />0 <br />0 <br />N <br />Z <br />¢ <br />~ <br />JQ <br />U� <br />UJ�z <br />aC_0¢ <br />l' <br />0 <br />N <br />z<0LL `� <br />w <br />CwJ¢a¢ <br />Q <br />2: 0 <br />Z <br />Z <br />N <br />CY <br />LU <br />L.ri <br />,—I <br />di <br />w <br />0 a W <br />V) o <br />_I <br />Q <br />Z <br />0 Z <br />a <br />c <br />Ln <br />Z <br />z <br />aV) <br />LnZ <br />rn <br />00g <br />= <br />¢ z <br />� <br />,—I <br />d <br />(Al <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />