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NOTE: <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED 11.Al- <br />NOTCH FOAM <br />DECO BRACKET <br />AS NEEDED <br />DECORATIVE BRACKET <br />U <br />2 DECORATIVE SHUTTER <br />T.O.P. <br />HDR HGT. _-- <br />r; <br />2nd FIN. <br />FLR. <br />T.O.M. - - <br />�HDR HGT. <br />12 <br />5� <br />12 <br />�5 <br />■ <br />■ <br />1 <br />25 SH 25 SH 00 LU <br />W 25 SH <br />�_ <br />-------------------------------------- 2ndFIN. <br />FLR. of <br />----------------------------------------- -- T.O.M. . <br />------------------------------------------ ------------ --HDRHGT. <br />[ I �� ��� J� Ji <br />I I ___ i. ____1 i ___711 11 <br />FRONT ELEVATION - A <br />SCALE: 1 /4"=1 r-0" <br />RIGHT ELEVATION - A <br />SCALE: 1 /4"=1 r-0" <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 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 11300 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 / 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 />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck-Alr 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 />M <br />o <br />ZCD <br />O <br />_ <br />z m <br />z� <br />d <br />O <br />V) (D <br />Q) <br />C <br />+-► t„ <br />i6 p <br />•U — <br />Qw <br />� <br />E <br />o0 <br />I^ � <br />Cl)I— <br />v , <br />O <br />Mmti <br />U <br />�ce) <br />w <br />o <br />c cv � <br />co '0 M <br />N <br />— q <br />O o 0 <br />T N <br />(� <br />ALL co <br />0 CU <br />Iv e <br />o v <br />Q rn <br />LO <br />rn Q o <br />A ' <br />B D®/T1 <br />N C B D C <br />CC) <br />N e <br />wN o� <br />N <br />J J <br />� <br />_ N O <br />a.N <br />W <br />a <br />VQLLLLo <br />;Q''" <br />`g Y pCD <br />e� <br />��« <br />Z <br />LLz <br />U 4 *m <br />W N M r'° <br />w <br />„ , <br />-sgpaq' t4j§� <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 />0 � � <br />O <br />re) <br />C:)re) <br />I _4 <br />U-) <br />Q <br />a U 0 <br />In <br />Q LL <br />OL <br />< � <br />U fl. <br />a <br />E� <br />Z f0 <br />~ <br />C) <br />_JC W <br />d" <br />O z <br />x O <br />U O <br />za <br />z� <br />aQ <br />EF <br />} <br />W <br />Z <br />dua�a <br />z O O <br />U <br />Ua' <br />O <br />z�w <br />=oWz <br />yO2-W <br />R K f J <br />W D 0 <br />` <br />/ <br />OU N <br />W <br />LU <br />8w° <br />J <br />W <br />Z Z }o <br />aU <br />Lr% <br />LU <br />2: W <br />5 <br />170 <br />Ln <br />/ / 1 <br />t— <br />0 <br />o <br />> <br />N <br />o <br />z <br />J <br />U <br />Q <br />L� <br />0 <br />Quo <br />I- % <br />O <br />xSg <br />U <br />aU' m� <br />fV <br />1 ` <br />LL <br />Zaoa <br />W O� Z Q <br />a <br /><W� <br />H O <br />I <br />z <br />N <br />o, o <br />Z <br />W <br />L[� <br />W <br />c��. <br />= Q 1 5 <br />J <br />di <br />Q <br />V) C) <br />Q <br />~ <br />V <br />Q <br />z <br />z <br />LZz <br />LU <br />O <br />r'-1 <br />1--I <br />a <br />Ln <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />3.1 <br />!:f.GC F ��i"r il�fi�:uidAt 4i1c�1!Lli,aluldiVl?;i.?,i a Lei.-.,�=a u�il u`.���-i�„ 1 1 1- F_I . <br />