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kNoil lip <br />'J I <br />I <br />NIMNI 1010 <br />11 ��NEI <br />16'-0" RIDGE VENT <br />4'-0" RIDGE VENT <br />12 <br />5000, <br />12 <br />�5 <br />T.O.P. <br />T.O.M. <br />HDR HGT. I� <br />C0. <br />o TEXTURED 2,-�„ <br />o - CEMENTICIOUS <br />60 60 FINISH ON C.M.U. <br />6D (TYP. ) <br />25 SH 25 SH <br />F.FL. <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION - Al <br />SCALE: 1 /4"=1' <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) / 72 = Amount of O'Hegin 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) / 9 = Linear Ft. of beck -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 allagin Vents Needed <br />0!� <br />zo <br />Z 0 <br />z� <br />Q <br />J <br />a. <br />V) (D <br />Q) <br />U <br />(D(u <br />4—J Lu <br />C) <br />U — <br />O LU <br />E <br />o <br />rr ^^ <br />C')o <br />v, <br />O <br />�m� <br />U <br />LU <br />N <br />0) ctI CM7 <br />M <br />«t. l.L 00 <br />0 <br />U <br />aa)) <br />a o <br />Y <br />Qrn <br />'V7 O V <br />rnQo <br />A' <br />8D.0 <br />scaoc <br />o m cy'2 <br />op <br />d <br />`Q <br />rn <br />ILL J <br />LL o p <br />N cn, �-� <br />ti <br />(.L <br />oz, <br />rig: <br />LLZ `° f�- <br />d. <br />W ,M E <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 v t\ <br />�>-+HMO <br />M <br />QU-)ro "pLn <br />a tn•L� <br />Q C LL <br />Q <br />F— IM <br />tY U Q � <br />a <br />E0 <br />z (O <br />C:) <br />WJ <br />d" <br />J <br />oZ <br />w� <br />z a <br />z� <br />Ea <br />vJ <br />&1 <br />0 <br />z <br />O <br />z 8 <br />U <br />owz <br />oef� <br />8 <br />W <br />W <br />two <br />L <br />J <br />o rn <br />}o <br />N <br />W <br />Xz <br />F--1 <br />LU <br />Q <br />g <br />a <br />N <br />Z3 <br />O <br />T� <br />Q <br />8 <br />o <br />z <br />= <br />Q <br />J <br />L� <br />o u- <br /><Or <br />�/'y111 <br />V <br />0 <br />J <br />C)n <br />O <br />rr <br />I;2-i <br />RR < <br />L4_ <br />w z <br />aa <br />ow3 <br />Z <br />Solo <br />LU <br />Lf) <br />LLI <br />M Q o <br />icll <br />oo w u <br />LL Y Q <br />11.0 <br />W <br />,-I <br />G <br />Q <br />Q <br />z <br />? <br />Ln <br />z <br />z <br />a <br />Q <br />LU <br />¢z <br />O <br />J <br />= <br />r--1 <br />rf <br />d <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION N0. 10 <br />SHEET NO. <br />3.1 <br />