Laserfiche WebLink
12 <br />5� <br />T.O.M. - <br />- - - - - - - 11_pll <br />DR HGT. <br />F.FL. ----- <br />4' RIDGE VENT <br />18' RIDGE VENT <br />12 <br />�5 <br />crc r-t. ri tot'- — — — — — — <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />--------------------- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />TEXTURED 1 0 <br />CEMENTITIOUS <br />FIN. ON C.M.U. <br />-- TEXTURED <br />(TYP) <br />2'-0" <br />o <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />2" x 4" SMOOTH <br />(TYP.) <br />TEXTURED <br />SILL / BAND <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />— _ — _ <br />REAR ELEVATION - B1 <br />SCALE: 1,4"=,-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 -Resistive Barriers. <br />Water -resistive 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 (paper <br />backed 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 constructions 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 />a <br />Z N O <br />0 0 <br />z o <br />v <br />J th <br />M <br />Z <br />In = <br />o <br />Q) (D <br />4-' <br />ftj w <br />O w F__ <br />V1 c E <br />o <br />� � <br />U <br />w v� <br />o <br />_ <br />Of <br />m <br />sm <br />N �O <br />Z LU ooN o w z <br />Z0 <br />WS <br />.a <br />ww <br />W 4 rnU) <br />W � <br />0 V <br />ao <br />��A <br />Z� Ofllll�� <br />1JL LU <br />Z NZZ <br />-� ;0 � <br />0 <br />^ <br />_® 4 _ �i <br />0 <br />'rr1.i�3,Ie10\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />r— <br />O <br />O <br />J <br />w <br />M <br />� <br />J <br />O <br />m <br />z <br />to E <br />cL <br />E u <br />o <br />r`o <br />_ <br />W� <br />❑ <br />oz <br />C <br />O E <br />ab <br />O <br />az <br />�J <br />ra <br />C <br />=3rn <br />c, <br />O <br />O <br />z <br />> <br />z <br />J <br />am <br />z Z <br />�z <br />3 <br />o< <br />go <br />Q <br />"< <br /><� <br />N vi <br />a <br />yw <br />fig_g <br />'- 5 <br />c <br />O <br />Z <br />¢a <br />aF <br />O <br />O <br />co <br />w <br />zla <br />ax <br />3 <br />o T <br />M <br />W <br />ca <br />c� <br />N <br />oo­w� <br />_J <br />O <br />Q <br />c <br />N <br />LO <br />::3 <br />T <br />._ z o <br />(fl <br />LO <br />T <br />r <br />i co <br />0 <br />to <br />c) N <br />o <br />Z <br />E O N <br />a <br />U Q p <br />� <br />JOB <br />NO: 19-5901 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />