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c <br />a <br />TOM — <br />12 <br />5� <br />14'-0" RIDGE VENT <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED — <br />ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF, <br />SPECIFICATIONS <br />------------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�5 T-0" RIDGE VENT <br />12 <br />�5 <br />REAR ELEVATION - B1 <br />SCALE 11/4'=1'-0^ <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />Z;7 <br />SPECIFICATIONS <br />---------- --- T.O.M. <br />; Z, . M ------------------------------------------- <br />11-011— — — — — — — — — 1'-0" HDR HGT. <br />-------------------------------------------------------------- <br />1'-0"— <br />TEXTURED <br />CEMENTICIOUS <br />2'-0" FINISH ON C.M.U. (TYP.) TEXTURED <br />CEMENTICIOUS co <br />FINISH ON C.M.U. Ito <br />(TYP.) <br />— — — F.FL. <br />\— <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />LEFT ELEVATION - B1 <br />: 1 /411=1 1-011 <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 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />" (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Root) - 9 SO. 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 allagin Vents Needed <br />0 <br />(D�P <br />Z o <br />—0 <br />Z <br />Q <br />CL <br />CzCD <br />I� Z <br />(A' 0 <br />CDM Q) cn <br />w <br />p <br />U — .1 <br />LU ~ <br />OE <br />= <br />V) o 0 <br />C) ON! <br />M <br />LU E a M M <br />W ~8 OON <br />LL00 <br />) N <br />LY C O <br />u� v <br />Q tM 0 <br />a <br />A I 13-1) C <br />a � <br />Co <br />o U <br />6� <br />LU <br />Q �} <br />6.o <br />z E SS\ <br />m �v <br />���, <br />tW N���ttl{11111 <br />o <br />U <br />a <br />U F— <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 Sth 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 fV <br />O N I� <br />1--1 � C:) <br />CD <br />1>-1M <br />M <br />Q L <br />z <br />0-cn •,_ <br />2: <br /><� LL Ln <br />a <br />H ,M <br />U ra ' -I <br />Q 0000 <br />Z <br />C <br />3i fa <br />z <br />J <br />W <br />��Q2zj <br />W - <br />za <br />f <br />z <br />n <br />Qcdo: <br />_O <br />oW <br />LU <br />U <br />Q <br />U'0 uu <br />U0�o i <br />J <br />LU <br />12"E8 <br />L <br />LUU <br />i <br />0 <br />z <br />Gr <br />> <br />p <br />a <br />M <br />cn <br />n3 <br />z <br />U <br />_ <br />Q <br />W <br />�LU <br />oLL <br />o88 <br />F' <br />`~ <br />c <br />go <br />t'V <br />z o <br />^ <br />ce <br />a <br />Moe <br />Z <br />J <br />1-1 <br />W <br />�a�o <br />E <br />Q <br />Pia` <br />M <br />Q <br />z <br />"'�~ <br />Ug <br />z <br />Z <br />Rz <br />lib <br />g <br />W <br />L <br />� 0 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />