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N <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />m:17t:Z;Co� <br />6" FASCIA y <br />(TYP) <br />TEXTURED — <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />12 <br />3 TAB SHINGLES. ROOF�- <br />INSTALLED AS PER MANUF. <br />__JT.— �. ,a.a�: 1.-��--.�r..�..s. <br />SPECIFICATIONS`��— <br />_..1_- <br />--- - - - <br />�—— — — — — — — — — — — — — -- — <br />11�-Iop 0 E 77 F� E <br />TEXTURED <br />HEAD/BAND M El 7= 0 FE130 <br />I M E 7[�: 11 E I FI— —71 F=7 = 0 <br />15'-0" RIDGE VENT <br />12 <br />5� <br />1" x 3" SMOOTH <br />TEXTURED <br />— BAND 12"R. <br />12 <br />:�5 <br />HEEL <br />--------------------- <br />12 <br />5� <br />�— — — — T.O.M. <br />HDR HGT. <br />14'-0" RIDGE VENT <br />TEXTURED ;0 <br />FINISH ON C.M.U. CD <br />E MEN <br />1" x 7" SMOOTH <br />TEXTURED <br />— SILL / BAND <br />12 <br />- <br />L <br />- <br />- _-— <br />��- <br />0 <br />0 <br />00 <br />1 ,-A" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTCH FOAM <br />DECO BRACKET <br />AS NEEDED <br />DECORATIVE BRACKET <br />`v 1-1/2" THICK <br />0 <br />0 <br />z <br />NOTE: <br />• W = 1/2 OPENING DIM. <br />• INSTALL OVER STONE, <br />TYP. <br />• FIN. TO HAVE <br />TRADITIONAL LOOK & <br />SMOOTH/ SAND FINISH <br />• FOAM/ EPS MATERIAL <br />IS ACCEPTED <br />I1r Vr <br />INDOW WID <br />2 DECORATIVE SHUTTER <br />FRONT ELEVATION - A <br />SCALE: 1 /4"= V-0" <br />2'-0" <br />RIGHT ELEVATION - A <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 o <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 save 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 SO. 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. FL SoB@ Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of allagin Vents Needed <br />(D <br />z fh <br />0 <br />—0 <br />Z <br />Q <br />U) z <br />U <br />Q) U—) <br />a— J w <br />p <br />�U — <br />OLU <br />,,l/^� Of <br />o <br />M <br />U <br />O <br />m <br />W <br />~ EO <br />0,— 00 <br />4)M <br />C Co Cl)a; <br />` 'r N <br />O °o <br />t = y <br />LLL- <br />0) <br />�Y <br />W a o <br />u7 O'T <br />Q rn <br />A 1 <br />B D. <br />\`a0` <br />r` <br />r <br />co <br />N <br />G p�{� /O <br />�_ <br />Z: <br />Z� f <br />� � Z <br />U_ <br />d 1 <br />all <br />T <br />n <br />i= S <br />I] <br />To the best of the Engineer's lira wl2dgi+,i rmabon, 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 />1f <br />0 <br />0 <br />Z N <br />0 ate+ <br />'- �O C)t�i <br />> <br />M O <br />M <br />(0 ter) <br />aV) <br />(A <br />Q L- LL O.- <br />!Z n <br />al� V fl.00 <br />a <br />E <br />Z <br />J C:) <br />W Lu C:� <br />d- <br />MJ <br />� p <br />za <br />CD <br />f a <br />Is.E.O�"L <br />z <br />0 <br />gzgo <br />WWI <br />�oz <br />L <br />�}. <br />v <br />W <br />J <br />o LU <br />}0 <br />J <br />1� <br />U.J <br />ILL <br />zzz <br />Q <br />a <br />IM <br />Q <br />U <br />w 3 <br />o <br />> <br />U <br />0i <br />fu <br />a <br />z <br />F' <br />< <br />W <br />aPo <br />J � <br />O <br />o <br />� <br />�s.-� <br />yy <br />T h <br />N <br />A <br />Z{�4O� <br />W a z Q <br />N <br />$0 <br />z <br />W <br />Ln <br />a 0 <br />J <br />LU <br />Ljj <br />o <br />g LU <br />00 <br />allQ <br />2: <br />Qhe <br />z <br />=1z <br />¢�z <br />*1 <br />Z <br />W <br />a <br />2 <br />�Z <br />Lu <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />3.1 <br />