Laserfiche WebLink
8" <br />;o <br />• FIN. TO HAVE TRADITIONAL <br />5" LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />DECORATIVE CORBEL <br />c6N71-1 /M <br />C9 u <br />w <br />-IN <br />1/2 OF <br />1NDOW WIDITI <br />312.. <br />DECORATIVE SHUTTER <br />L <br />1" RAISED <br />STUCCO BAND <br />2" RAISED <br />STUCCO BAND <br />to <br />to <br />SENTRY COLUMN DETAIL <br />N <br />t_ <br />T.O.P. <br />HDR HGT. — — — <br />------( <br />I <br />I <br />I <br />2 <br />I <br />I <br />I <br />I <br />12 <br />5 <br />------------------- <br />J 12 <br />50 = 5 <br />2nd FIN. <br />0 <br />T.O.M. -- <br />HDR HGT. <br />I <br />I <br />i <br />1" x 6" SMOOTH j <br />TEXTURED <br />SILL / BAND <br />I <br />35 <br />SH <br />F.FL. <br />-------------------------- <br />12 <br />16" x 28" <br />GABLE END <br />VENT <br />12 <br />!�_11� 5 <br />1" x 4" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />u f ICI �I 1" x 12" SMOOTH <br />TEXTURED <br />25 SH �—TRIM/BAND <br />FRONT ELEVAT <br />ION -B <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION - B <br />1" x 8" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />------- T.O.P. <br />------- HDR HGT. <br />2nd FIN. <br />FLR. <br />------- T.O.M. <br />F.FL. <br />N <br />ti <br />N <br />IN <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 at 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 contractions 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 />• Atwell 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 11150 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 SO. 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 />*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 SQ. IN. OF NET FREE AREA / FT. <br />TMFormula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 = ear 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)] 86.26 = Amount of O'Hagin Vents Needed <br />Z o <br />— o <br />Z(09 <br />z� <br />Q <br />I� <br />Cn <br />N <br />Q)(U <br />4-- J w <br />p <br />.0 <br />— <br />OLu <br />0:� <br />07 � <br />o <br />o 0 <br />� <br />mr <br />d) M <br />ur <br />— $ <br />rn ce) <br />Cl) <br />0 00 <br />= W <br />U <br />Lu-m <br />CO <br />Y <br />.x <br />CL <br />O <br />Q rn <br />Q o <br />A ! <br />B D <br />NCBDC <br />5 <br />6 <br />" <br />��,��'�`• <br />N `E4p <br />••u <br />cc <br />�0 <br />•OM•� <br />�NWa <br />sit <br />vO�tAf <br />W <br />` �Q( <br />of <br />,�, fl¢° <br />e <br />LL V S1 Ov�l <br />I L <br />o <br />81�iZOEI <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 />O N n <br />F-•r t-' O <br />>(j MO <br />M <br />Q <br />°.- <br />0z.- <br />a) -Ln <br />I- C- , r <br />i� V rn <br />Q 00 <br />Q E <br />(� <br />z <br />J 0 <br />W <br />oZ <br />�o <br />W <br />Z a <br />4� <br />V J <br />¢ MIL <br />Z <br />O <br />U ZC° <br />o <br />I- <br />�o�z <br />W <br />f ., - J <br />O(.J�u_N <br />° <br />LLI <br />__J <br />N <br />z o <br />l n <br />LLJ <br />LU <br />Z <br />Z <br />-a <br />N <br />p <br />3 <br />8 <br />j <br />iv <br />0 <br />O <br />V <br />Q <br />Z <br />J Q <br />o <br />ao0 <br />h s" <br />' <br />�a� <br />83 <br />V <br />¢ O <br />u— <br />Z J <br />��¢a <br />(� <br />Q <br />� <br />aOw� <br />� f O <br />z <br />z <br />N <br />ao <br />z <br />LLI <br />L n <br />2:Q <br />cwa � <br />8 Z o <br />a <br />O <br />CO <br />00 <br />Q <br />z <br />z~o <br />tua.Iz <br />z <br />Cy <br />_'LLJ¢ <br />z <br />� <br />r-'I <br />0- <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION N0. 10 <br />SHEET NO. <br />3.1 <br />