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00 <br />60 <br />ti <br />T.O.P. <br />I HGT. <br />I <br />I <br />1 <br />I <br />I <br />I <br />l <br />12 <br />5� <br />1 <br />12 <br />�5 <br />1" x 4" SMOOTH <br />==JJ TEXTURED <br />TRIM / BAND <br />--------------- <br />1E 0 <br />0- N 0 1" x 12" SMOOTH <br />- _J 12 TEXTURED <br />°P = 5� 25 SH TRIM / BAND <br />2nd FIN. <br />----------------- — --- <br />FLR <br />zt-/ <br />T.O.M. o <br />F20 I J <br />HDR RHGT. I _ I <br />I I <br />F1 <br />I I li <br />I I <br />5 H F1 <br />I <br />F.FL. I I <br />F2 F21 <br />FRONT ELEVATION - B1_ <br />SCALE: 1 /4"=V-0" <br />12 <br />LEFT ELEVATION <br />_ T.O.P. <br />HDR HGT. <br />N <br />co <br />_ 2nd FIN. <br />FLR. coll-T <br />------- T.O.M. <br />_ HDR HGT. <br />F.FL. <br />- B1 <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 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 SQ. IN. OF NET FREE AREA / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />" (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. FL Soffit 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 />Z co <br />0 <br />co <br />Q <br />J <br />U, z <br />V) (D <br />Q) <br />cn <br />i--J w <br />Q <br />O w <br />V C <br />I— <br />E <br />,^ � <br />M <br />v , <br />O <br />C)o <br />�m� <br />U <br />LL1 <br />�, M <br />C k0 M <br />+' 1— E <br />O <br />N U M <br />N <br />O <br />CD <br />a)O <br />U <br />_O O <br />ll O <br />cc 00 <br />ou7 <br />°nc <br />Q rn <br />rnQ o <br />A 1 <br />B D• <br />N` B°` <br />; <br />N i <br />• 0$00, <br />n <br />z <br />Q <br />^L,> �� o\ <br />f Yh <br />f� i a <br />o �" <br />- <br />20 <br />U0�y .Nl a g o <br />CQ, <br />W <br />cit, <br />rQ <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 a� <br />1>+�MO <br />M <br />U-) <br />a <br />Q W LL Ln <br />U fl. 0C, <br />z< <br />-ag <br />Z`:M`� <br />(73 <br />W O <br />W J� <br />d- <br />M <br />OZ <br />�o <br />35 <br />w� <br />za¢ <br />f � <br />Cn <br />Yj<-W0 <br />o o <br />z <br />O <br />r z <br />Uz <br />rs< <br />w z <br />r� <br />R i f - <br />W <br />Co <br />Co Z <br />~wO <br />L <br />_J <br />O kn <br />zz <br />>0 <br />W <br />W <br />f w <br />LU Q <br />:5 <br />(3) <br />Ln <br />o <br />- <br />N <br />C) <br />s <br />0 <br />z <br />U <br />= <br />zJ <br />Q <br />Z <br />w "' <br />r_oo <br />H6 <br />C:)O <br />gmJ <br />Zama <br />N <br />A <br />I <br />z < O Q <br />J <br />Q <br />0 <br />1=) <br />Z <br />u- o <br />WL <br />r) <br />LLJ <br />Q W o <br />W <br />Q <br />O W u <br />is <br />V <br />--1 , <br />Ln <br />Q <br />z <br />Z <br />Q z <br />o <br />Z <br />z <br /><� <br />c) <br />g <br />= <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 />