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1" x 4" SMOOTH <br />TEXTURED <br />TRIM I BAND <br />1" x 12" SMOOTH <br />TEXTURED <br />TRIM 1 BANDS <br />12 <br />�5 <br />T.O.P. <br />tFHDR HGT. , <br />CV <br />ti <br />FLR. <br />T.O.M. <br />HDR HGT. <br />�4 -------------------------- -- F.FL. <br />UF2 F2 <br />FRONT ELEVATION — B1_ <br />SCALE: 1/4"=V-0" <br />T.O.P. <br />HDR HGT. <br />2nd FIN. <br />FLR. <br />-------- T.O.M. <br />HDR HGT. <br />F.FL. <br />RIGHT ELEVATION — B1_ <br />SCALE: 1 /4"=V-0" <br />00 <br />11 <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 SO. 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'Hagln 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)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) 186.25 = Amount of O'Hagin Vents Needed <br />(D { <br />z M <br />Z <br />z <br />t/) (D <br />4J w <br />U — <br />OL <br />0 <br />�V) <br />c6 <br />00 <br />a l� <br />LJ <br />0 <br />t lJ <br />F-- <br />m M M <br />C 0co <br />2 :2 C')8 <br />ai <br />Ei <br />08,0 <br />= ZZ 00 <br />� <br />�q <br />momC) d <br />OYizo <br />¢rn <br />Loa"t <br />M<0 <br />B <br />D® <br />N <br />PaS <br />�•� <br />�f ! <br />0 co <br />JC M o + �\ <br />W <br />Ie0S: <br />•z <br />LLW N <br />M'"�'sBlllllil <br />Q <br />Q <br />C,QN <br />N <br />� 0 <br />U <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 Florida Building <br />Code Sth 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 />O <br />O <br />Z cV <br />O a� <br />►> U-) ro <br />.ro <br />Q <br />z <br />5 Ln <br />zV CO <br />n' <br />Q � <br />z `j fo <br />z <br />J <br />W 1.0 <br />MJ <br />OZ <br />CO <br />eG Q <br />z d <br />)-¢ <br />U <br />z <br />Wa.-�� <br />U z 8 0 <br />O <br />ZLJWM <br />=�WZ <br />J z <br />�Q-'2J <br />yaO,n <br />aW,O <br />OCorz0 <br />W <br />p Lu <br />V)) <br />>08 <br />W <br />W <br />i Z <br />Q <br />z <br />z <br />�3 <br />H <br />U <br />0 <br />0 <br />� <br />0 <br />z <br />0 <br />W a <br />= <br />^' <br />V <br />Q <br />E <br />f <br />o9 <br />X U <br />..,.... <br />O <br />O <br />vama <br />N. <br />N <br />z<0< <br />waQa <br />z <br />w�U_O <br />W <br />T-1 <br />In <br />0 <br />.g&0- <br />J <br />V__I <br />di <br />V) 0 zz o <br />W~8 <br />V <br />¢ <br />z <br />z <br />z <br />mIn <br />rn <br />Q <br />= <br />ao <br />Lu <br />T__4 <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 200 <br />SHEET NO. <br />3.1 <br />-- n — - - . ) i I tiI a� �i -- I I � T�a.n) .,,� u. �... i I I ! 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