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F4 <br />1" x 4" SMOOTH <br />TEXTURED <br />12 <br />TRIM / BAND <br />5� <br />6" FASCIA <br />(TYP) <br />T.O.P. <br />HDR HGT. <br />RICO <br />00 <br />F7 <br />8'-0" RIDGE VENT <br />12 <br /><>�5 <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />------------ <br />I LL===' <br />ICI <br />Ll_ i <br />I <br />I <br />I <br />—I <br />iuI l <br />I LL— <br />I®I <br />�' <br />1 <br />1" x 12" SMOOTH <br />25 SH <br />12 <br />5� <br />25 SH <br />25 SH <br />FLASHING <br />-- <br />TEXTURED <br />TRIM / BAND <br />2nd FIN. FLR. <br />_-Z <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />b <br />— — — — — <br />HEEL <br />— — — — — — — — — — — — — — — — — — — — <br />— — — — <br />— — — — — <br />- - - / <br />- - - - - - - - <br />T.O.M. ----- <br />�� <br />N <br />F5 <br />------- <br />HDR HGT. _ _ _ _ <br />DECO <br />CORBEL <br />ONO <br />1" X 8"SIMULATED <br />00 <br />60 <br />- <br />r' <br />F 16 <br />WOOD FINISH <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />25 SH <br />J J <br />F.FL. <br />1 <br />------------------- <br />4' RIDGE VENT <br />12 <br />5� <br />t_1_,_0 <br />------------------------------------ <br />2'-0" <br />F5 <br />12 <br />5� <br />12' RIDGE VENT <br />1 <br />1'-21" <br />4 <br />FRONT ELEVATION - Al <br />T -q T.O.P. <br />------------------------------------------------ <br />_ HDR HGT. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — " — — — <br />1,-0 <br />25 SH CJ <br />WEEP <br />---------------------------------------- -------------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />25 SH (TYP•) <br />=I00 <br />bo <br />2nd FIN. <br />T.O.M. <br />HDRHG <br />F.FL. <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION - Al <br />• 1/4"=1' <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 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 SO. 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 SQ. 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 (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT <br />-Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of allogin Vents Needed <br />�U') <br />Zo <br />— o <br />Z <br />Q <br />_1 <br />a <br />Z <br />U) <br />In <br />Q) C_/3 <br />w <br />U — <br />O w � <br />~ <br />y <br />t /i <br />o 0 <br />U <br />W <br />— $ <br />W E <br />ku M <br />C tti cM <br />O 24 <br />2 <br />_ <br />U00)) <br />s U. co <br />Sao <br />e <br />Q rn;a;' <br />Lo O'T <br />B D. <br />x c e 1), c <br />` <br />II �� <br />W <br />1 �• <br />o �/0 1WV <br />O <br />1 <br />CO941 <br />J�O <br />ILL! c` <br />. <br />zo <br />m <br />Wa �n�uIIINti1��� <br />N M <br />W 0 <br />DU <br />U F- <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 />0 <br />0 <br />Z N <br />ON^ <br />M CD <br />M <br />Q (f)'p <br />a to •� d- <br />a ° LL <br />a <br />IY tJ a � <br />Q <br />zM <br />J � <br />W <br />J <br />z <br />W� <br />zz <br />�a <br />07 <br />wa�M <br />g OW <br />O <br />W <br />U z i <br />oo- <br />aCh <br />00 <br />w <br />a® <br />i <br />W <br />N <br />J <br />w <br />,z, o <br />�z <br />o <br />L <br />kn 3 <br />Z <br />0 <br />w <br />v <br />= <br />Q <br />o � <br />�. <br />z <br />O <br />�0� <br />CV_ <br />ILL <br />pw< <br />2 <br />�¢ < <br />Q <br />Z <br />^ <br />$�2 <br />W <br />L!i <br />C"X <br /><�o� <br />< " <br />J <br />rl <br />Lij <br />co <br />Z <br />I- g <br />Z <br />zLLJ <br />co^ <br />g <br />uJ <br />o <br />� <br />Ul) <br />z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />