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N <br />ti <br />—100 <br />co <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANOR SPECIFICATIONS <br />ti <br />T.O.P. <br />12 <br />5� <br />8'-0" RIDGE VENT <br />12 <br />zz:::::�5 <br />'gi <br />12 _. <br />12 <br />i <br />2nd FIN. _—T— <br />FLR. -^_l__ __J_.__ l _T-"y^ t ,yam, <br />T.O.M.�- <br />HDR HGT. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />1'-0" <br />F.FL. <br />6-0" RIDGE VENT <br />12 <br />5� <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON <br />DOOR TEXTURED --/ <br />ZCEMENTICIOUS <br />FINISH ON C.M.U. <br />25 SH 25 SH (NP.) 25 SH <br />12 <br />�5 <br />T.O.P. -_ <br />— — — — — — — — — — <br />HGT. <br />-- 4' RIDGE VENT <br />- - - <br />1' 0„ - <br />r <br />25 SHr- <br />12 <br />____�5 <br />CJ <br />2nd FIN. FLR. - - <br />T.O.M. <br />CJ / WEEP <br />HDRHGT.________ <br />L _ _ <br />-------------------------------------o�-�-�- <br />1. <br />2'-0" <br />TEXTURED <br />ZCEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) 25 SH <br />F.FL.---------------------------------------- ----- <br />REAR ELEVATION - B1 <br />SCALE: 1 /4"=1'-0" <br />RIGHT ELEVATION - B1 <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 />R703.7 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 FOLLOWNG 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />u, <br />7� M <br />z <br />z <br />a <br />V) (D <br />Ww <br />O <br />E <br />04 <br />w <br />US <br />mt` <br />s� <br />C)� <br />0 <br />Q <br />o <br />A I <br />Q D. <br />I/ <br />y <br />!I <br />Alz <br />E w <br />v <br />LLai N <br />Q <br />N �V �• <br />�0FESSI01 <br />To the best of the Engini.Fl�ryI��g� • tlon, and <br />belief, the structural plans and s1:kk1AMbns contained <br />within these drawings comply with the 2017 Florida <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 />z N <br />0 <br />.cu <br />>U')MO <br />M <br />Q (!) <br />a to•L�t <br />in ON <br />Ln <br />Q C <br />o- <br />F- .^ <br />IlY V a 0000 <br />a <br />E <br />z <br />WJ <br />(=) <br />d' <br />Z <br />W <br />W <br />o: <br />o <br />O� <br />q� <br />Mo <br />w <br />LLJ <br />L1JLU <br />F <br />$ <br />z <br />�C <br />L <br />A' <br />W <br />' rA' <br />_ <br />U <br />a <br />Q <br />LuCr <br />W <br />5 <br />d <br />Ce. <br />z <br />w <br />J <br />Ln <br />---I <br />W <br />Q <br />LLj <br />f <br />Z <br />m <br />N <br />00 <br />Z <br />g <br />t <br />= <br />O <br />,- 4 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />