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12 <br />5� <br />T.O.M. �Oil <br />— <br />14'-0" RIDGE VENT <br />12 <br />�5 <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 />----- ,. - _ _ .. , - - T--- 5 15'-0" RIDGE VENT <br />12 <br />__ �. i i �ri. .,M.-�-•1__ 1.._.-,,.,4,__� _'�-�r�_ _—.w4+.w+._J_-.+�..1 �....4._�-;.: �-..n'-..L_..�. L--�.d.,-�_i._,�-,_L_-.�..J.-: <br />REAR ELEVATION - Al <br />SCALE'tla'=1'-0' <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />------------------HDRHGT. • <br />TEXTURED TEXTURED <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />CEMENTICIOUS CEMENTICIOUS <br />2'-0" FINISH ON C.M.U. <br />IN <br />(TYP.) (TYP.) <br />00 <br />Co <br />--------------------------------------------F.FL. <br />N <br />LEFT ELEVATION <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 />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 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 />R703.7.3 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 />R703.4 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 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 11150 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 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 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 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 (Tie Root) - 86.25 SO. IN. OF NET FREE AREA / VENT <br />-Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed <br />c� <br />z <br />z <br />a <br />U, z <br />V) UI <br />W C <br />W <br />f'6 0 <br />•U — <br />O � <br />�N <br />—mo 0 <br />M U <br />w <br />� M to c17 <br />~ E <br />3 <br />EU <br />cd <br />n <br />¢ <br />o>¢o <br />B <br />D <br />N CNNW— <br />• <br />cia.AV/J, <br />W_ <br />t7 o_E <br />C 1. <br />Q Z >'� <br />Cl- <br />0' uJ <br />z <br />LLr <br />O <br />{IG <br />!'21 <br />E' S 1 <br />\\\\ <br />To the best of the Engine �yg9y�lg+g;, JV ,and <br />belief, the structural plans an « I�j��i talned <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z0 <br />0 <br />ate.+ <br />Ln <br />z <br />M <br />V 'gyp Ln <br />CL U) •L <br />WQ <br />ON <br />z <br />< LL <br />a .� <br />CL 00 <br />Q <br />Zc� <br />Z faWJ C:) <br />�z <br />z� <br />f� <br />Z <br />H <br />IL <br />o <br />0 <br />o0cdQ <br />zwu� <br />�gzw <br />Q <br />reel <br />.1 <br />N <br />J <br />W <br />� <br />8 <br />O <br />ree' <br />Cl) <br />M <br />W <br />N <br />I <br />0 <br />Z <br />g <br />a <br />O <br />fu <br />£ <br />�0_� <br />196 <br />Jy <br />r-4 <br />k�U <br />W � <br />ZDC <br />N <br />� <br />W <br />N <br />Q <br />z <br />M <br />m <br />Ln <br />o <br />z <br />g <br />= <br />�9 <br />rn <br />7_4 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION No' 10 <br />SHEET NO. <br />3.2 <br />