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e <br />N <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />N. <br />HDR HGT. <br />6" FASCIA <br />(TYP) <br />TEXTURED — <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F. FL. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />- - _ 1' 00" <br />12 <br />5� <br />N <br />0 7E] El 71171 F-1 E [T� <br />F�l F71 E] ICII_1V EE <br />E 111:71 E I E I FD_ I ID7 E <br />15'-0" RIDGE VENT <br />12 <br />5� <br />12 <br />�5 <br />HEEL <br />12 <br />5� l� <br />F4 <br />— T.O.M. <br />----------------------- <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS o <br />FINISH ON C.M.U. - ' <br />(TYP.) 0D E0 <br />`ram---F.FL. <br />— — — — — — — — — — — — — — — — — — — —I— — — — — — — — — <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION - Al <br />11 =1'-Orr <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 />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 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 />R703.6.3 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 />R703.8 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 5th Edition <br />(2014) 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)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) 19 = 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) / 86.25 = Amount of O'Hagin Vents Needed <br />Z M <br />o <br />O <br />_ <br />Z CO <br />Z <br />Q <br />O <br />J <br />f � Z <br />CD <br />W cn <br />IDIMLn <br />•1--+ L, <br />0 <br />w <br />O r1lo <br />t' <br />0 <br />i� if i <br />0 0 <br />CO " <br />U <br />W <br />I. E <br />CM M <br />C f0 M <br />2 O M <br />— U <br />O O O <br />L rL co <br />U° <br />Y <br />0Qo <br />O <br />Q m <br />03 Q O <br />A1 <br />N C B D C <br />i <br />r+• <br />�...., .• <br />��• r <br />Vr L `— <br />LU "'' <br />�o ao <br />o� <br />ri •Z <br />&/ :<'n� <br />W <br />m v <br />> . `o <br />L <br />z_ <br />°•Q Off."- <br />LLIm <br />Z V <br />W r`*4ESS\ <br />J.t�1�i'tlt?QrtitO� <br />❑ ❑ <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 Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />0 <br />z N <br />O (U n <br />1--a :LJ p <br />i _4 C:) <br />M <br />QU-)"gypIn <br />a to L <br />L_ LL U)Q <br />U fl. 00 <br />>> E u <br />z 7 fp <br />J � <br />W <br />d- <br />OZ <br />EO <br />a p <br />zaa <br />f F <br />CD <br />z <br />w¢W� <br />oo�� <br />w.Z <br />ZU. <br />_O <br />JJ <br />Q <br />o. .0 <br />co <br />L <br />ww <br />Zo <br />T <br />> <br />W <br />W <br />z <br />g <br />r-I <br />M <br />U-)3 <br />o <br />Ifl <br />o <br />= <br />cQ <br />�" <br />QLU <br />�-- <br />�¢ <br />1g P o <br />o <br />J <br />z <br />w 2X: <br />fJ <br />Er <br />a <br />za,< <br />LL <br /><a3 <br />UJ C� <br />Za <br />2 <br />w t- <br />W <br />J <br />L: <br />ri <br />LL <br />5' <br />LU <br />a <br />j¢�o <br />vn Q z U <br />,-� <br />k <br />d- <br />Q <br />Z <br />z <br />awZ <br />a <br />V)z <br />m <br />z <br />g <br />W <br />Jz <br />Qz <br />rn <br />,--I <br />d <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO. <br />3.1 <br />