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0.4, <br />N <br />IIU <br />I.- N <br />CN <br />�2 <br />CN <br />r- <br />C:) <br />C*%1 <br />C:) <br />C14 <br />�2 <br />1� <br />tz-1 I <br />01 <br />(D <br />E <br />E2 <br />E <br />M <br />W <br />C=) <br />C'4 <br />L <br />11000-� <br />HEEL <br />— --------------------- <br />12 <br />5 F�:� <br />12 <br />T. 0. M. - - - - - - - - - - - - - - - - - - - <br />HDR HGT. <br />— — — — — — — — — - <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />W�.m <br />F.FL. <br />— ----I ------- I --------------------- <br />12 <br />5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />0] 7E 1-7-1 M El FE-1 FL-11 EJ <br />E7 E: I L I F171 1: � 17 _: 11 E <br />D FE7 E: I F17 I E E I E: I <br />FF_______11I FF____77 FF___7� <br />14'-0" RIDGE VENT <br />12 <br />Z�� 5 <br />16-0" RIDGE VENT <br />i J T _11. IT 1 1.1 1111iff ii I11­;1!i,! 1-:Wi I I I <br />FRONT ELEVATION — Al <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />HDR HGT. <br />N <br />SCALE: 1/4"=V-0" <br />LEFT ELEVATION — Al <br />If =1 I <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 ASTIVI 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 wl 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 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 Rool) - 9 SQ. IN. OF NET FREE AREA/ FT. <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = (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 />(D V <br />C) <br />C) <br />to <br />ni <br />U) <br />V) (D <br />Q) C—l"D <br />4— Lu <br />0 LU <br />F E <br />0 <br />V) <br />o) ce) <br />0 C:) <br />04 <br />C) <br />LLJ <br />NONNI, <br />Ce) <br />0) <br />r_ ca M <br />_M -0 M <br />0 m 04 <br />.9 C:) <br />C) 10 <br />$ <br />11- 00 <br />t5 -00 <br />�0 5 1::- <br />05 in. 8 <br />76 <br />tm <br />Lo o <br />q. a- <br />0) < <br />_AI I <br />BID. <br />.. <br />C14 <br />U-5 <br />CIO <br />Una <br />fill- <br />LI-4 , CO <br />zu <br />> 0 <br />z <br />N <br />z <br />LUU1 <br />c> <br />b <br />To the best of the Engineer's know ledge, information, and <br />belief, the structural plans and specifications contained <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 />0 <br />Z <br />0 <br />1­4 4-J C) <br />(n - <br />> V) C:, <br />z <br />fy) <br />4., <br />f0 LO <br />_0 <br />0 <br />— Lr) <br />< LL <br />z <br />fu <br />ce U Q. 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