Laserfiche WebLink
3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />6" FASCIA IV <br />(TYP) <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />15'-0" RIDGE VENT <br />12 <br />5L,<� <br />—EXTENDED <br />OVERHANG T <br />BE CENTEREI <br />ON DOOR <br />12 <br />5� <br />4' <br />12 <br />�5 <br />REAR ELEVATION - Al <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"= V-0" <br />T.O.M. <br />HDR HGT. <br />0 <br />bo bo <br />tD <br />F.FL. <br />12 <br />;�5 <br />RIGHT ELEVATION - Al <br />SCALE: 1/4"=1' <br />2'-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 />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 />``\``�Ol111N111/11� <br />(` fp :-- <br />V •� �� •: <br />/',10/11 <br />ROFESSNO0��� <br />����/off <br />I1111111�`�� <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 />p,p_i8 <br />V rhr- cV C b;; u- W <br />C <br />y ° <br />0 :3U . LLLLaWa <br />NC"Iw'y� <br />S j C LL a- Wa Y <br />Z ayCM 0 ix o <br />_ o <br />0 a:m 0 <br />1q C' _5 c <br />E co IL <br />_J <br />Z CV O QG <br />LW <br />N M Z U J <br />IL <br />W <br />C9 <br />z � <br />z <br />z g <br />N z <br />. <br />� by <br />O � <br />� <br />�I <br />O <br />w <br />M <br />a <br />E <br />s <br />E o <br />ca <br />O E <br />= QQ <br />X U <br />U <br />d� <br />Q U <br />z <br />N� <br />w Mo <br />Zo <br />'o <br />z <br />j C <br />- C <br />J <br />UZ <br />NO <br />" <br />0E <br />>Z <br />�i <br />W <br />h <br />a 3 <br />Q3 <br />8 <br />RZ <br />U <br />'oLL <br />O <br />¢_ <br />� <br />p<� <br />2I6 <br />U <br />ui <br />rn <br />m <br />L <br />10 <br />0 <br />n' <br />\W <br />a• <br />m <br />(.0 <br />rn <br />CF) <br />r <br />/�\ <br />V/ <br />•� T <br />T _ <br />' , <br />Rat)^ <br />E <br />W <br />M \ <br />1"' iri N <br />d <br />Z <br />Z <br />E Q h t— <br />W <br />a <br />v ¢ o <br />JOB <br />NO: 20-0552 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />