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0 <br />co <br />Y�i7M <br />1 <br />c <br />a <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED — <br />ON DOOR <br />14'-0"RIDGE VENT <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 />REAR ELEVATION - 61 <br />V x 9" SMOOTH <br />TEXTURED 12 <br />FREEZE BAND <br />T-0" RIDGE VENT 5� <br />8"x8" SMOOTH 12 <br />TEXTURES CORBELS 5— — 12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDRHGT. 1'-011 ---------11-01, <br />-- — —— — — — — — — — — <br />-------------------------------— — — — — — — — — — — — — — — <br />01 <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — <br />TEXTURED <br />CEMENTICIOUS <br />TEXTURED FINISH ON C.M.U. 2'-0" <br />p CEMENTICIOUS <br />(TYP. ) <br />FINISH ON C.M.U. <br />(TYP.) <br />— — — — — -- <br />------------ <br />+3" SMOOTH <br />TEXTURED <br />BAND <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 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'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) / 9 = 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 />z0 <br />_oO <br />zo <br />Z <br />Q <br />O <br />z <br />L0 G <br />Q) <br />cn <br />4-' w <br />p <br />'U — <br />w <br />O <br />~ <br />0 <br />(10 <br />o 0 <br />mn <br />W <br />' M <br />C m Cl) <br />I— E <br />V <br />2 M Q <br />O <br />Z (IJ <br />.20 <br />r LL 00 <br />0 <br />lilil iI,�Ilii U a� <br />W <br />< <br />n ao <br />< M <br />rnQ o <br />A <br />l <br />N 1 C B 11, , <br />C D C <br />D <br />Do <br />F <br />pa <br />c— <br />Q`,oL <br />�' <br />N44 <br />U- <br />M � <br />a; <br />.' <br />' <br />> o <br />Z< ....... <br />C-4eOFES <br />m\\\ <br />UMV' <br />Z H ��nrrtttttt�� <br />W a�aM <br />N U <br />U 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 N <br />O a) N <br />Q <br />C:) <br />�>-+ U M <br />M <br />Q U-)f0Ln <br />a •,_ � <br />cn <br />- <br />Ln <br />Q v <br />C)" <br />� M <br />cl�UCr'' <br />z� <br />z C� <br />z <br />WJ C:) <br />Oz <br />O <br />w <br />za <br />za <br />Z <br />wzoo <br />zoo <br />OZOww, <br />F— <br />F-inzz <br />Q <br />E0-aW <br />OU <br />7� <br />L1J <br />w rz O <br />m <br />L <br />J <br />z z <br />} O <br />` <br />> <br />U <br />z Z <br />ZCL <br />Z <br />M <br />CIS <br />0 <br />0 <br />Z <br />�a <br />Q <br />< <br />ou- <br />�y <br />O rip <br />W <br />X O U <br />� <br />Er <br />iN <br />Zao¢ <br />wirz¢ <br />Q <br />o�z0 <br />Z <br />WDIfP <br />Z <br />W <br />Ln <br />a <br />��°50 <br />J <br />r-I <br />diU <br />II Z O <br />U <br />1 ` <br />M <br />G <br />Q <br />Q <br />Z <br />r � <br />¢�z <br />Z <br />cy� <br />a <br />N <br />L? <br />Z <br />az <br />o <br />g <br />= <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />3.2 <br />'A <br />-- -- —. - <br />iI. <br />,[ IL :1.. 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