Laserfiche WebLink
3 TAB SHINGLES. ROOF_ Y._ _- <br />INSTALLED AS PER�- <br />MANUF. SPECIFICATIONS <br />V-011 <br />HEAD/BAND 0 EEIJ I <br />[ED]�[L::lUIC�1ElE[::IC-1' <br />rl�111: �JI I�IJEEDI�' I' <br />-------- F__7_ 7-7- All <br />4' RIDGE VENT <br />12 <br />5L,---' <br />12 HEEL <br />T.O.M. <br />-----7 <br />_---_--- HDR HGT <br />---------------- <br />I 5 <br />I <br />I <br />I TEXTURED <br />CEMENTITIOUS FINISH <br />ONC.M. <br />1 ON C.M.U. (TYP.) <br />2" x 4" SMOOTH <br />TEXTURED <br />r Di SILL / BAND <br />--------------------------------------F.FL. <br />FRONT ELEVATION — B1 <br />SCALE: 1/4"=1'-0" <br />18' RIDGE VENT <br />OP <br />Zo <br />PRE -ENGINEER TRUSS <br />12 <br />�5 <br />co <br />w <br />iD <br />FI . FLR. <br />11" <br />REFER TO FRAMING PLAN <br />FOR BEAM SIZE <br />_— 2"x4" TYP. <br />5/8" TEXTURED OVER MTL. <br />LATH & 7/16" OSB SHEATHING <br />& FRAMING AS REQ. <br />REFER TO FLOOR <br />PLAN FOR POST SIZE <br />2x FRAMING AS REQ. <br />POST TO CMU <br />CONNECTOR - REFER <br />TO FLOOR PLAN <br />(1) 2"X4" TYP <br />42) 2"X6" TYP <br />,,,—SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />(: K) CI-1 <br />OLUMN DETAIL <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />-------- T.O.M <br />1. 2'-0" TEXTURED <br />TEXTURED CEMENTITIOUS 4 <br />CEMENTITIOUS oQ FIN. ON C.M.U. °D <br />FINISH ON C.M.U. cD (TYP,) <br />(TYP.) <br />2" x 4" SMOOTH <br />TEXTURED <br />SILL / BAND <br />---------------- — ----- n ------------ F.FL. <br />---------- L <br />LEFT ELEVATION — 61 <br />SCALE: 1 /4"=1'-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 FOLLOWING 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. 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 />OW N/ <br />Q-tJS E ' Rp <br />• <br />�_ �/ : <br />- Q <br />1 N C�1• <br />lb <br />J b !!� <br />� <br />� <br />FtO <br />0FESSNO�` <br />To the best of the Engineers knowledge, irdor tagon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 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 />Q <br />0 <br />p g <br />QpC�� N <br />00 <br />7 j J y <br />n f+ LL a <br />LL <br />J M WW <br />LL. LL a <br />OC <br />o <br />NG m � ° <br />W <br />Z <br />rnrn J�Q�] 2 <br />0 Z <br />N M V <br />i <br />°0 ❑ao <br />Z <br />z g <br />J <br />a <br />Ln <br />(1) <br />� <br />o <br />a—+ <br />,U <br />— <br />o <br />'rt• <br />O <br />�� <br />C) <br />LU <br />C) <br />• <br />S s <br />M <br />J <br />E <br />Q <br />V <br />�� <br />og0 <br />a <br />g � <br />$o <br />wZ <br />mz <br />Z�v <br />ro <br />S <br />�a <br />0 <br />LL <br />, <br />J <br /><a <br />z0 <br />W <br />L) <br />� w <br />0t <br />co <br />L <br />rn <br />B <br />^, <br />O <br />,W <br />.= <br />00 <br />C -8 <br />> <br />m <br />co <br />CO <br />� <br />O N <br />T <br />LO <br />J 04 <br />Ln <br />T <br />00 <br />T <br />Ln <br />T <br />EE <br />T <br />N <br />iri <br />0 <br />Z <br />a <br />E <br />E <br />U <br />:? <br />¢ 0 <br />e <br />.5+ <br />JOB <br />NO: <br />20-6577 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />