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00 <br />;0 <br />00 <br />�leD <br />00 <br />00 <br />bo <br />ti <br />12 <br />5� <br />T.O.P. <br />HDR HGT. <br />12 <br />�5 <br />CJ CJ CJ <br />2nd FIN. <br />-------------------------------------------------------------------------------------- -- <br />FLR. CJ / WEEP 12 CJ / WEEP <br />T.O.M. <br />HDR HGT. <br />----- ---------- ---------- <br />ROOF TO BE <br />— --- ---- --- — <br />CENTERED ON <br />DOOR <br />it <br />2 SH TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />T.O.P.-------- <br />HDR HGT. <br />2nd FIN. _ <br />FLR. <br />T.O.M.-------- <br />HDR HGT. <br />F.FL. <br />REAR ELEVATION - B <br />RIGHT ELEVATION - B <br />SCALE: 1 /4"=V-0" <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 o <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 I SQ. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. <br />'*Formula: (Sq. Ft Sofflt 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. FL Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />0 <br />Z o <br />— o <br />co <br />Q <br />z <br />a--J w <br />C) <br />�U — <br />O w <br />C <br />I— <br />E <br />o <br />l%�i t•�- <br />o 0 <br />U <br />a)m <br />► u <br />O <br />— 00 <br />WId> <br />N <br />a M C0 <br />T:aMN <br />O o0 <br />r <br />U(D <br />yt L- co <br />Sao <br />L" <br />o <br />� m <br />L <br />JC <br />0.) <br />A <br />B <br />' <br />D. <br />N,C,B •D ,C <br />,sa, <br />w/ <br />a %,� <br />o v <br />�•c �� v <br />.n <br />? i <br />o <br />ri <br />LA <br />co <br />�0 S S O' <br />i�j <br />//url 1111\0 <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 N n <br />F-4 4-J (� <br />M f O <br />M <br />) ft3 Li) <br />ato d <br />Q iJ U InI <br />CL <br />.. <br />M <br />DC V ro ' q <br />§ fa <br />z <br />WJ kD <br />w� <br />z¢a <br />¢X <br />Zu, <br />O <br />N <br />zUO0 <br />zwz¢ <br />z <br />Q <br />W <br />LLJ <br />8�-S <br />m r o <br />LU <br />� <br />Z o <br />4 U <br />H <br />fo <br />N <br />~ <br />o <br />> <br />— <br />z <br />z <br />a <br />U <br />< <br />/■L. <br />J <br />LLI <br />>Q -O <br />�-� <br />N <br />J�■ ••• <br />Z°doa <br />< <br />a <br />¢o � <br />O F E, C <br />Z <br />W <br />N <br />Eago <br />Ln <br />G <br />Q <br />LL1 <br />Q <br />Z <br />Q j <br />O98 <br />¢�z <br />C] <br />� <br />CO <br />Z <br />a �i <br />V)z <br />J O <br />IY] <br />rn <br />A <br />_ <br />¢ z <br />uJ <br />,--I <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAN D <br />VERSION NO' 10 <br />SHEET NO. <br />3.2 <br />