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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. - <br />HDR HGT. - <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />o (TYP.) — <br />ao ap <br />cr <br />o <br />F. FL. <br />C <br />a <br />T_O_M_ — — <br />1'-0rr <br />12 <br />5� <br />12 <br />;�5 <br />3 TAB SHINGLES, ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />--------- -------- --------- <br />EXTENDED <br />OVERHANG TO TEXTURED <br />BE CENTEREDso CEMENTICIOUS <br />ON DOOR FINISH ON C.M.U. <br />(TYP,) <br />---- ----------------------------------------------------------- <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0° <br />15'-0" RIDGE VENT <br />5 <br />12 <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />— — — — — — — — — — — — — — — — — — — -" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />TEXTURED 1'-0 <br />CEMENTICIOUS " <br />FINISH ON C.M.U. 2'4" <br />\ - (TYP.) <br />y <br />RIGHT ELEVATION - Al <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 SO. 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) 172 = Amount of O'Hagin Vents Needed <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) / 9 = 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 />� Lou <br />z CD <br />o <br />_ <br />CO <br /><C <br />J <br />13 <br />V) 0 <br />� <br />LLu <br />fC3 � <br />OW <br />rW <br />~ <br />0 <br />C <br />to <br />o 0 <br />V <br />M <br />E <br />— O <br />U <br />CI)W C <br />2 .-�O M <br />O o co <br />lL 00 <br />rp <br />//_� <br />V i Q <br />III III <br />Y F: <br />�I9i <br />Eti' Y <br />Q rn <br />LO O 7t <br />rnQ o <br />® <br />8 D. <br />N C-B-D-C <br />!/ J <br />SNN <br />C LL <br />(y� <br />1C <br />c�vQ <br />&. • <br />LL W .... <br />`� "�, <br />j� aN. <br />� <br />/✓j O F E S <br />f�rior,f <br />c� I-�\\��t <br />�� <br />f <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 />O <br />z� <br />0tv <br />}' C:) <br />> U) M M O <br />Q U-)1713to <br />a. to <br />QLL M <br />C <br />F- M <br />� V its <br />Q E <br />z M <br />WJ <br />C:) <br />d' <br />€0, <br />3� <br />za <br />za <br />E- <br />z <br />0 <br />UZOO <br />EQ <br />F— <br />Z uJ L1 <br />��zz <br />Q°o <br />XW <br />> <br />.o <br />T' 4 <br />W <br />SWto <br />m <br />d" <br />J <br />� o <br />Zo <br />w <br />V � <br />�z <br />) <br />0 <br />5 <br />M <br />U) <br />O <br />> <br />C: <br />z <br />z <br />L� <br />Q <br />Lu <br />o oO <br />F <br />OW <br />IX: OU <br />Lu <br />a <br />(�) <br />Zao J <br />UJ d <br />z <br />N <br />LL <br />N <br />a�LL <br />W U, <br />LU <br />M <br />Q <br />z <br />w~ <br />�WZ <br />Li% <br />Z <br />= <br />a ji <br />O <br />o <br />g <br />z <br />T__1 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION N0. 211 <br />SHEET NO. <br />3.2 <br />