Laserfiche WebLink
0 <br />et <br />HEEL <br />12 <br />5� <br />12 <br />�5 <br />T.O.M. <br />1 <br />HDR HGT, <br />TEXTURED <br />o CEMENTICIOUS <br />00 FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />--A --------------------- <br />NJ <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />F30 INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1' 0" <br />--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----��_--- <br />1111 F=_�E17=1=E]ED <br />no =[:1==F=_10D <br />FE71 D ED F171 0 0 <br />4'-0" RIDGE VENT <br />n 0 N N 4 <br />n w m <br />o <br />12 <br />�5 <br />15'-0" RIDGE VENT <br />FRONT ELEVATION - Al <br />5� 3 TAB SHINGLES. ROOF <br />— f � INSTALLED AS PER MANUF. <br />�SPECIFICATIONS <br />------- - - -- - — T.O.M. <br />HDR HGT. <br />--------------------------------------- <br />----- ------------------------ <br />6" FASCIA <br />(TYP) <br />ol 2'-0" <br />10 TEXTURED o <br />CEMENTICIOUS C? °D <br />FINISH ON C.M.U. <br />(TYP.) <br />F. FL. <br />LEFT ELEVATION - Al <br />SCALE: 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 FOLLOWNG 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 i <br />1� <br />0 <br />0 <br />z N O <br />co o <br />z <br />o <br />0= N <br />M <br />l0 <br />� z <br />o <br />LL <br />(D <br />4—) V? Y <br />f6 w o <br />Ln L" E <br />= <br />iN r o <br />m <br />(D <br />w <br />f0 E <br />I— <br />`I <br />t2 � <br />C) o <br />0 <br />N �D <br />-- N <br />o� <br />z N 0 W Z <br />Z I <br />Z WU) <br />� M pODp r-a <br />O <br />ii a o �ry w w <br />�. <br />, pi.c <br />LU <br />Q <br />LL. <br />• <br />N CJ <br />110> <br />t <br />1. <br />Ctbi <br />F <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 />C::,w <br />M <br />w <br />Z <br />CO <br />J <br />o <br />L.L. <br />Q E <br />zo <br />wp <br />m <br />¢o <br />�0 <br />CU <br />z <br />51. <br />a <br />as <br />1, o <br />0 <br />C <br />O E <br />Nru <br />L <br />p <br />�O <br />a z <br />�� <br />U) i_ <br />Q O <br />0. <br />U <br />m o <br />Z <br />—' <br />m <br />Q W <br />Z <br />a)8° <br />CL <br />a <br />w w <br />w <br />�z <br />=3 <br />o <br />w� <br />>O <br />aF <br />O <br />O O <br />^L, <br />W <br />■� <br />r <br />CM <br />i-� <br />> <br />0 <br />m <br />■T� <br />LO <br />0 <br />J o <br />N <br />r <br />.ice <br />ui <br />m <br />T tj N <br />co y <br />o <br />Z <br />z <br />E 0 ( <br />M <br />n <br />E <br />U � Q p <br />JOB <br />NO: 19-5907 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />