Laserfiche WebLink
Atlli J- u ! :,. s — A_ i.l J Jl� _ _n _ 1. _ _.:- .. 4 ate.. i� �41v % L A . <br />0 <br />bo <br />T.O.M. <br />c <br />a <br />3 TAB SHINGLES. ROOF — <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />V-0" <br />TEXTURED <br />CEMENTITIOUS <br />18' RIDGE VENT <br />12 <br />5L,,--' <br />VENT '74' <br />12 <br />Q5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />------ --------------------- <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION — 61 <br />4' RIDGE VENT <br />12 <br />�5 <br />FIN. ON C.M.U. �— TEXTURED <br />(TYP.) <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />2" x 4" SMOOTH <br />(TYP.) <br />TEXTURED <br />SILL / BAND <br />F.FL. - — <br />RIGHT ELEVATION — 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 />R703.7 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 FOLLOIMNG 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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />W <br />N i <br />�?,O <br />40 <br />RO F E S <br />���'ftrf <br />S,Ow <br />11 t 11111t1`�\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />= <br />O <br />U <br />N_ (pN p^p <br />i! <br />(� <br />N <br />(V N C <br />rn <br />00 LL <br />LL ft w <br />L <br />in � v� <br />ri _J <br />a Lu <br />J L- LL <br />a. <br />Z <br />tmg <br />Woo <br />WN�pjO' <br />.J <br />o <br />00 o <br />N M <br />_J CL <br />0 J <br />Z <br />Q <br />O U <br />❑❑❑ <br />W <br />Z N M <br />Z <br />Z <br />Q <br />a � <br />Ln <br />N <br />t� <br />Z v <br />� <br />� o <br />- <br />U <br />a <br />'� • <br />0^ <br />t/ Iin <br />w <br />m <br />U � <br />c co <br />Q Y <br />• <br />r. Q <br />N � <br />O <br />co <br />coi <br />i <br />cc <br />W <br />a <br />Q <br />�j <br />a E <br />E <br />O <br />io <br />��s <br />W° <br />z <br />� <br />c <br />ao <br />oya <br />U <br />Co <br />4go <br />op <br />Z <br />� <br />CD <br />N C <br />a6�Z <br />.0 <br />woo <br />W z <br />W r`o <br />C <br />- <br />`� <br />m <br />mo <br />Ou <br />'< w <br />Z <br />a�i <br />N <br />,z <br />$� <br />z <br />aZ <br />NW <br />W <br />U 3 <br />wLL <br />.0 <br />NLL <br />O <br />w <br />w w <br />�3 <br />~ <br />_ <br />co <br />ON <br />$ 3 <br />o l <br />j c <br />N_ <br />6L <br />L° <br />W <br />/ <br />.� <br />c9 <br />Liu <br />W m <br />co <br />r1*1 <br />T <br />70 <br />0 O <br />.= <br />A (V <br />T <br />T <br />I LO <br />O <br />T <br />ci <br />a) <br />N <br />m <br />Z <br />T <br />m <br />Z <br />o <br />E <br />U <br />Q p <br />JOB <br />NO: <br />20-6221 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />