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11TH _c I 1 I I I_- <br />12 <br />5 <br />HEEL <br />12 <br />5F:� <br />-- <br />— — <br />L T.O.M. <br />- <br />HDR HGT <br />1'-O" <br />- <br />------------ <br />low <br />EXTENDED <br />OVERHANG TO BE <br />\ <br />CENTERED ON DOOR <br />12 <br />5 <br />4'-0" RIDGE VENT <br />16-0" RIDGE VENT <br />I <br />T.O.M. - <br />- -------------------- - <br />2'-0'1 <br />HDR HGT. <br />— —----------------------------- —----------------------- ----- <br />1� $' <br />TEXTURED <br />O CEMENTICIOUS <br />1 _ <br />ao bo FINISH ON C.M.U. <br />ifl (TYP.) <br />F.FL. ---- -�-----------------------------L-1---------L------- <br />12 <br />�5 <br />-----------------------------------------11 — <br />— -- <br />TEXTURED 21-Q 11 <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - Al <br />RIGHT ELEVATION - Al <br />11 = 1'-0r1 <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 11150 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 / SO. 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) / S = 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 />u? <br />(") <br />O <br />z <br />z � <br />U) <br />w <br />CC5 � <br />T <br />w <br />O <br />F- <br />C2:� <br />0 <br />V7 <br />o0 <br />m l� <br />11�� <br />C) <br />L,J <br />F E <br />N co <br />a' to M <br />m -S to <br />O o 0 <br />�aj <br />yu-00 <br />00 <br />In <br />�y W <br />0 Cc <br />1Z O <br />dC M <br />a<6 <br />N C B D•C <br />,,..,..,mot <br />VJ�y <br />z; <br />° iT 1J1� <br />U_ Tzi <br />lq- <br />_a <br />°t, <br />•z <br />F 5 <br />y <br />l 1!lt <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 />zr14 <br />i\ <br />0 <br />-d+ <br />M <br />> U) <br />M <br />a U-) ro M <br />N 0 <br />LL <br />fZ �� <br />z <br />ru <br />cl� V CL OC) <br />Q <br />u <br />z E <br />fo <br />z� <br />W <br />Oz <br />�p S <br />w � <br />za <br />�a <br />W <br />w¢Otr <br />c�zoo <br />zu,z¢ <br />inzz <br />Q <br />22EW <br />�> <br />a-2o <br />S <br />W <br />an <br />m <br />J <br />W <br />z <br />Z z <br />Qo <br />O <br />p <br />g <br />U) <br />0 <br />�L <br />T� <br />0 <br />z <br />o <br />V <br />U-)Q <br />Jw <br />J <br />z <br />Ir <br />'o L <br />oz <br />¢ <br />-> <br />O"" <br />J <br />LU <br />VY P' <br />� O <br />r <br />Cr <br />Uamn <br />a <br />N <br />z¢oJ <br />Ci <br />� <br />Oogo <br />O <br />z <br />p q <br />� o <br />LZ <br />L n <br />6i <br />wafi� <br />J <br />ri <br />LU <br />2: <br />Q <br />V)oZo <br />2Ya <br />~ <br />"' <br />tV <br />d— <br /><C <br />z <br />~ <br />z <br />� <br />zz <br />U.J <br />z <br />¢ z <br />o <br />J <br />= <br />uJ <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />3.2 <br />