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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />5L,7::2 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />------ <br />1" x TEXTURED <br />HEAD/BAND <br />--- ------------------------------- <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />Fp] <br />7E:1 <br />TW3V 3aalA'81' <br />12 <br />5� <br />T.O.M. <br />HDR HGT. <br />---------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />TEXTURED <br />c CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />12 <br />TM3V 300IF11' <br />12 <br />12 <br />Z::�5 <br />-------------------------------------------------- -- <br />0 <br />5D <br />21-011 <br />FRONT ELEVATION - B1 <br />RIGHT ELEVATION - B1_ <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 at 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 barter (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 ventiated.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 comioe 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREAL FT. <br />(Sq. Ft Soffit Needed) x 7 = (Sq. in. Needed) / 72 - Amount of O'Hagin Vents Needed <br />• LOMANCO DECK/MR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA FT. <br />"Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. in. Needed) / 9 = Lines Ft of Deck -Air Needed) <br />• allAGIN (file Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />Formula. (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of o'Hagin vents Needed <br />T <br />0 "' <br />Z o <br />z� <br />Q <br />J <br />Z <br />Z <br />Q) v) <br />-I--) Li <br />� p <br />U — <br />LLJ <br />O <br />Cc <br />E <br />V) <br />V1 = <br />in <br />o 0 <br />ca t- <br />C) <br />in" <br />art <br />W <br />H Epp <br />U <br />M <br />c co cq <br />O N <br />C O p <br />wLL� <br />C) a) <br />�Y <br />U)Qo <br />LL7 0V <br /><C rn <br />rnQ o <br />N-C-B-D-C <br />' <br />XAIKI tit*v <br />T. <br />LC%J <br />coak <br />0) C LL19 <br />0, J5C <br />LL <br />•Y <br />ui errs, ,"f/41111 `'e <br />o <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 CV <br />O.2N <br />1,0 <br />r> CIO <br />M <br />Q U-) 170 Ln <br />a A .L <br />Q Ln <br />� LL <br />Q n <br />OC V CL 00 <br />a ,.., <br />z 3: E <br />M <br />WJ C:) <br />C1' <br />J <br />0 <br />W� <br />za <br />z� <br />�F <br />CJ) <br />Qua <br />1�z,00 <br />Z <br />D�U <br />Z <br />O <br />U <br />_ <br />F— <br />Dzz <br />0,CL <br />Q <br />��o <br />w �-N <br />i <br />W <br />J <br />ouO <br />z <br />`� <br />/ <br />w <br />7o <br />z <br />J <br />Tl <br />V„ I <br />z <br />L J <br />0 <br />z <br />N <br />L <br />4� <br />0 <br />Z <br />w <br />U <br />= <br />a <br />I_ <br />o� <br />o <br />z �Y� <br />� <br />0 <br />LL <br />0 <br />LL <br />�z¢ <br />Q <br />o <br />Z <br />o <br />Z <br />LUditQ- <br />Lu L <br />Lu <br />- <br />di <br />�j <br />` <br />Q <br />� <br />z <br />o <br />� w U <br />W F Z <br />C� Z <br />M <br />W <br />zZ <br />j <br />0 <br />—+ <br />_ <br />z <br />¢ ui <br />r-1 <br />r-I <br />d <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />