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c <br />a <br />T()M - <br />Oil <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED - <br />ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />7TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <br />12 <br />5� <br />14'-0" RIDGE VENT <br />12 <br />5 T-0" RIDGE VENT <br />12 <br />�5 <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />3 TAB SHINGLES. ROOF <br />1T� INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />11 <br />----��� HDRHGT. <br />---------- ------ -------------------------------------- 1,-- - <br />1'-0" <br />TEXTURED <br />CEMENTICIOUS <br />2'-0" FINISH ON C.M.U. <br />(NP) TEXTURED - <br />CEMENTICIOUS ap <br />FINISH ON C.M.U. io <br />(TYP.) <br />------------ F.FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />LEFT 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 />R703.7 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 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)172 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft. Soffd 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 />(D <br />Z M <br />— 0 <br />o <br />z <br />Q <br />13 <br />C-n (D <br />� W <br />O � <br />E <br />0 <br />(/i Z:) <br />o 0 <br />U <br />W <br />I_ E <br />a) M <br />M <br />C) M co <br />Lo O O N <br />aj <br />0 IL 000 <br />CO <br />Lo nC> <br />Yo/ <br />Q <br />t n <br />¢ 6 <br />rnAl <br />BID <br />I <br />® <br />N C B.D.0 <br />\x <br />\V <br />r//,. <br />F <br />/ <br />g%4' <br />i <br />.�• <br />5q_4- <br />y W <br />a <br />O <br />gip? <br />.w� s N t_ 0 <br />V' o �r <br />�` 24; <br />IL <br />W 'NE S S i <br />0 <br />��ll11111111` <br />❑ <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 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 />A <br />O <br />z� <br />O a� <br />t-4 a_+ C:) <br />� (/) M C:) <br />z <br />Q "gyp Lt) <br />0 <br />< �U� <br />IY U Q `0 <br />Q <br />Z f <br />WJ <br />0 <br />d" <br />oZ <br />za <br />f a <br />r <br />Z <br />w ¢ = <br />VZOO <br />O <br />zUJw� <br />I— <br />==ry0wz <br />K D X J <br />0_ <br />a awa U)T <br />O <br />J <br />w <br />w zr O <br />m <br />d" <br />_) <br />o Z <br />z z <br />W <br />rQ <br />l"� <br />2:z <br />Q <br />M <br />a <br />�3 <br />� <br />fo <br />M <br />U) <br />Q <br />> <br />Z <br />�¢ <br />U <br />Q <br />Q <br />LLI <br />Zo <br />I- <br />W <br />wo86 <br />a <br />N <br />A <br />1Icy-a�` <br />o°�dq¢ <br />z w Z <br />�aa3 <br />Q <br />Z <br />N <br />a � <br />Z <br />W <br />W <br />uJ w <br />�aE� <br />J <br />rl <br />Q <br />5' <br />z <br />�HzO <br />gw� <br />w~z <br />Z <br />M <br />Ln <br />z <br />tu <br />� <br />m <br />O <br />06 <br />Z <br />LU <br />Z <br />J n <br />aZ <br />0 <br />= <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAN D <br />VERSION No' 10 <br />SHEET NO. <br />3.2 <br />1- T I r r <br />