Laserfiche WebLink
N. <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />1" x 9" SMOOTH <br />TEXTURED 12 <br />FREEZE BAND 5� <br />HEEL <br />T.O.M. - - <br />HDR HGT. - - <br />12 <br />�5 <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MAN UF. <br />SPECIFICATIONS <br />1' 0" <br />TEXTURED WA <br />CEMENTICIOUS <br />(TYP-) MINININ1010101 <br />F.FL ------------------------ im imi Imi imi Mill JIM11 I <br />+3" SMOOTH <br />14'-0" RIDGE VENT <br />T-O" RIDGE VENT <br />12 <br />5� <br />12 <br />�5 <br />FRONT ELEVATION - B1 <br />SCALE II4.=1•q. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />------------------------------------------------------ ( <br />1'-0" <br />2'-0" <br />TEXTURED _ <br />CEMENTICIOUS oQ <br />FINISH ON C.M.U. <br />(TYP. ) <br />- _ F.FL. <br />----------- r --------------------------------------------------------------------------------------------------------------------------------- r _ <br />M. <br />LEFT ELEVATION - B1 <br />: 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 wl 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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 contructions 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 11150 of the area of the vented <br />space. The ventilating area may be reduoed 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 Spedflcations) <br />• RIDGE VENTS 15 SQ. 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 / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Root) - 72 SO. IN. OF NET FREE AREA/ FT. <br />" (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of 0 Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft. Soft Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />-Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />0 <br />�LO <br />zg <br />z�z <br />a <br />0 <br />V) 0 <br />w <br />C6 p <br />•U — <br />O LU <br />E <br />U <br />W <br />mti <br />Roo~ <br />O o N <br />_iLL <br />0 <br />mi�moI Q <br />�O <br />_z $ o o _ <br />73jNrZ <br />� ;n �_ �, _ <br />Z Z <br />J <br />ti J <br />/may C <br />•i el '� <br />W �� <br />UJ LL. <br />d d <br />WS,v_ <br />�. IN <br />� z <br />g <br />z�lnulr! <br />� <br />W WN <br />• <br />To the best of ZLw Eng ee, dge <br />belief, the stna�ural planra ctfic i s <br />within these d[riwillacgfn h 71 <br />Building Code=e ' MjaI E in <br />rmatiar <br />containtYd !y <br />da <br />'s� <br />signature f thgMal n e cx <br />portions of th):yra gages.\9dei-i E <br />er ne <br />er' �{ nicu <br />and seal. <br />O F.E S O' ��`\ <br />�i,/�ffllltl11111110 <br />O <br />C4 <br />Z <br />0a)I� <br />F>-'c�MO <br />M <br />�(J M LLn <br />z <br />O <br />CU <br />M v-4 <br />� 0- <br />CL ()o <br />Q � <br />� t'O <br />Z <br />WJ <br />0 <br />z <br />o! <br />I _a <br />Fm <br />''/^ <br />VJ <br />Z <br />�48U <br />g0z� <br />zZ <br />fZ' <br />8s <br />T� <br />LU <br />Q1 <br />LU <br />z <br />O <br />�"'I <br />LU <br />'a <br />cLa <br />M <br />0 <br />V) <br />N <br />N <br />� <br />Z <br />o <br />U <br />(J) <br />fa <br />}� <br />a <br />W <br />lCu) VQp. ZZ <br />IL F O <br />� <br />J <br />0 <br />�c <br />. <br />. <br />W <br />Q <br />Rv�Z <br />ui3 <br />J <br />N <br />Ln <br />LVZU <br />Z <br />W <br />t- <br />E <br />S Q <br />In <br />m <br />O <br />06 <br />� <br />_ <br />9 <br />r-+ <br />a <br />to <br />f <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION N0. 10 <br />SHEET NO. <br />3.1 <br />