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N <br />ti <br />�Im <br />zo <br />C� <br />9 <br />12 12 <br />5� <br />, <br />T.O.P. __� �- _ _ _ -- <br />HDR HGT. <br />CJ <br />2nd FIN. <br />— — — — — — — — — --— — — — — — — — — — ----------------------------------------------------- --- -- <br />FI CJ / WEE�7__ 42 CJ /WEEP <br />T.O.M. - - - <br />---------------------------------3��_T.---------------------------------------- - -- <br />)R HGT. - - - .3- - --- <br />------------------ -- — — ---— <br />ROOF TO BE <br />F.FL. <br />CENTERED ON <br />DOOR <br />12 _ <br />------------------ <br />TEXTURED —J <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <br />9 RIDGE VENT _ __Y. I I2777-07 <br />12 — _ <br />— I � <br />T.O.P. <br />HDR HGT. <br />25 SH <br />2nd FIN., <br />T.O.M. <br />HDR HGT.----- _ - - - -_ <br />2'-011 <br />TEXTURED <br />°O `r CEMENTICIOUS <br />~ FINISH ON C.M.U. <br />(TYP.) <br />F.FL. - - - - - - - - - - - a <br />RIGHT ELEVATION - B1 <br />SCALE: 1/4"=11-0" <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 />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 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 />R703.7.3 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 />R703.4 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 6th Edition <br />(2017) 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 Root) - 72 SQ. 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 />**Formulas (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / g = 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) 186.26 = Amount of O'Hagln Vents Needed <br />4[J <br />M <br />z <br />z <br />r <br />to o <br />4-- <br />J w <br />n3 p <br />�V — <br />O c <br />Lu <br />E <br />C) <br />o <br />111 <br />F— <br />yp1 N <br />C @ M <br />M <br />U <br />5 <br />Cn <br />¢ <br />\ 0 D W <br />n <br />r'A�J PQ <br />-1 <br />w:t.l_ <br />a- W d <br />IJU <br />LLl{�'N <br />•�. FLO2 <br />�,, oR T • •'' <br />� ply.]`\\\� <br />To the best of the E nglAo s knowl orm ytl,sL nd <br />1ned <br />belief, the structural plan � JJr <br />1N+QiA•J' <br />within these drawings comply w'Ut (i't Jt __Fi%-ride <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z r4 <br />0 � I\ <br />H(nlMOO <br />M <br />Q U-) Ln <br />Q_ V) <br />z <br />Qa i° In <br />a <br />V Q <br />Q 00 <br />z(0 <br />WJ <br />C:) <br />z <br />ce <br />Z a <br />vJ <br />z <br />�,aair <br />6 0 <br />_O <br />gr 0 <br />W = <br />NOlw <br />J <br />g <br />L l <br />W <br />U <br />0 <br />1 .) <br />_n3 <br />0 <br />a <br />> <br />N <br />o <br />z <br />° <br />Q <br />�� <br />ohs <br />w <br />Cr <br />�$ <br />N <br />� <br />Zaa <br />w o <br />Qa�3 <br />Q <br />d- <br />E 0 <br />$S� <br />Z <br />z <br />N <br />$� <br />,tea <br />Q <br />di <br />Z <br />$~ <br />M <br />Ln <br />Ot <br />z <br />Z <br />t <br />t11 <br />� 0 <br />a z <br />rn 0 <br />00 <br />,-4 <br />a <br />2 <br />I V) <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO. <br />3.2 <br />