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-too <br />r <br />co <br />co <br />C <br />ao <br />4' OFFRIDGE <br />HEEL HEIGHT <br />TEXTURED — <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP. ) <br />CJ <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />2nd FIN. FLR. <br />T.O.M. CJ / WEEP <br />HDRHGT. —_--—_—_--__ <br />F. FL. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />HEEL HEIGHT - <br />- — — — — — — — — — — — — — — — — — <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />HDR. HGT. — — — — — — -------_ <br />FE TEXTURED <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />CJ (TYP. ) <br />12 <br />2nd FIN. FLR. 3.5 <br />T.O.M. CJ / WEEP <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON G.M.U. <br />(TYP.) <br />F.FL.-------t__—A-----1-----1---------------------------------------------------------�--------- <br />-------------------- <br />REAR ELEVATION - B <br />SCALE: 1 /4"=1 r-0" <br />RIGHT ELEVATION - B. <br />SCALE: 1 /4"=V-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 ROOF <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH THE <br />SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE <br />USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION <br />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 construction 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 />R703.12 Adhered masonry veneer installation <br />Adhered masonry veneer shall be installed in accordance with the <br />manufacturer's instructions. <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 11300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion <br />of the space to be ventilated. Upper ventilators shall be located no more than 3 <br />feet (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 />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft, of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SO. 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 />CD <br />Z M <br />_ o <br />Z <br />z <br />U) zClCn <br />CD <br />w <br />�U — <br />0 1 U <br />G <br />U <br />°ti <br />CD N <br />W E <br />� p <br />— <br />N M <br />m M <br />76 CM"> <br />U <br />_aj0 <br />N <br />0 0 <br />U <br />Y <br />-C"00 <br />0 Co <br />Y <br />ti <br />Q rn <br />, <br />u50 <br />. <br />B ® <br />NCHDC <br />'�v <br />N N <br />O M O � ONO <br />o 'm O N <br />Z l�ml z <br />� UJ <br />-S�v¢r <br />Z 0-S�� <br />° o �5 <br />E o <br />ZLL UA 11161' <br />M, <br />D Ll <br />E <br />e rLrO <br />Cr <br />••' <br />CO <br />O <br />moo' � ..� � •'�� <br />�' <br />R O F E S SRO <br />�j��rl�(I I1i1111i\`�� <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4600 W. 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