Laserfiche WebLink
I I I Lt— 1 I I I ___L_ I I <br />i <br />T.O.M. — ---- - -------- <br />1-0.1 - T <br />— <br />c <br />r <br />a <br />12 <br />12 <br />Z�5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />6-0" ..a T-10" <br />—L = - _ — ----------- <br />-------- --------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />14'-0" RIDGE VENT <br />12 <br />ell- <br />_- <br />.e ---. - - <br />15'-0" RIDGE VENT12 <br />— <br />ffi <br />3 TAB SHINGLES. ROOFa5 <br />INSTALLED AS PER-- <br />MANUF. SPECIFICATIONS <br />T - <br />T.O.M. <br />a <br />HDR HGT. <br />-------------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — - <br />-- ---------------- <br />TEXTURED TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" <br />ol <br />(TYP.) (TYP. ) <br />co <br />CO <br />F.FL. <br />RIGHT ELEVATION - Al <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 />i <br />I_ <br />_J] <br />0 <br />/ter <br />i <br />FLJ <br />\'0wt�tttutrrurt/ <br />••� <br />Q �. i�� cis <br />••• <br />•. F <br />4 <br />ROFESS\O't , <br />����'��rrr►I <br />1111�1�`����` <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 <br />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 />Engineer's signature and seal. <br />to <br />W <br />� <br />E rn <br />QN <br />o N ik <br />0 N O N N" J J <br />LL <br />0 <br />M <br />�LL"u-LLao- <br />tri <br />a <br />� M W N <br />`a.ww� <br />) mLL a. 0 <br />Zvrno <br />0�0 <br />ago m O o <br />=v<N <br />ILW <br />2E_Trn �0cL <br />QO <br />NQcnZ U F J <br />Z <br />U ❑❑❑❑ <br />W <br />Z N S <br />C <br />Z C�' <br />J t"1 <br />O <br />2 <br />M <br />^N, <br />Z <br />o <br />W <br />L-D �- <br />4—J <br />U <br />cri <br />Q <br />0 <br />w � <br />to <br />ry <br />o <br />� <br />I e' <br />� <br />U m <br />w <br />~- J2 E <br />g <br />I <br />4 <br />'� <br />:I--o <br />U <br />-_ <br />0 <br />o <br />w <br />o <br />� <br />0 <br />E <br />�o <br />» <br />Q <br />E: U <br />I— <br />_ <br />R o <br />pQ❑ <br />❑a <br />O OU <br />0 <br />Z <br />o <br />N¢o <br />ao <br />°do <br />ww <br />ram.. <br />N <br />U <br />2O <br />mf <br />F O <br />Z 1- <br />Z <br />Z <br />ZO <br />o <br />a <br />�' <br />o <br />0 <br />cn <br />v <br />0 <br />z¢ <br />x <br />o— <br />u3 <br />0 CV <br />W, <br />�= <br />L0 <br />> <br />0 <br />< <br />C <br />0 <br />o <br />m <br />LL <br />T <br />� <br />C <br />OO, <br />_ <br />J <br />LO <br />r <br />I Lo <br />y <br />T <br />T- <br />E <br />� <br />c <br />N <br />Z <br />m <br />Z <br />T <br />0 <br />iri r <br />N <br />0- <br />E <br />U � <br />Q p <br />� <br />JOB <br />NO: <br />19-8529 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />