Laserfiche WebLink
co ' U LJ U Li3 TAB SHINGLES. ROOF <br />Z,,) F5 12 INSTALLED AS PER MANUF. <br />�5 T SPECIFICATIONS <br />T.O.M. <br />HDR HGT. 1'-O�� <br />-- ',--------- F�------- - ------------------------------- -- -- - ------ <br />TEXTURED ❑❑ MFE] D M El� F1 FE] '0" <br />'-opo CEMENT ICIOUS a El D 0 DFF7 <br />FINISH ON C.M.U. <br />CEMENT El <br />to <br />I � <br />F.FL. t <br />+3" SMOOTH <br />F2 TEXTURED BAND <br />3 <br />v <br />a <br />Cr <br />Z <br />co <br />0 <br />N <br />DD <br />Z <br />d' <br />m <br />m <br />14'-0" RIDGE VENT <br />= 12 <br />�5 <br />T-0" RIDGE VENT <br />tc <br />0 <br />o�l1 12 - <br />i 51 <br />12 <br />�5 <br />FRONT ELEVATION - B1 <br />3 TAB SHINGLES. ROOF <br />s— INSTALLED AS PER MANUF. <br />o _ SPECIFICATIONS <br />--------- � -- T.O.M. <br />d <br />°O HDR HGT. <br />o— — — — — — — — — — — — — — — — — — — — — — — — --------------------------------------- <br />1.2 <br />2'-O" o <br />E TEXTURED <br />CEMENTICIOUS oQ 0D <br />g FINISH ON C.M.U. cfl <br />(TYP.) <br />ca <br />c — — _ F.FL. <br />----------- --------------------------------------------------------------------------------------------------------------------------------- <br />SCALE: 1 /4"=1'-0" <br />�I LEFT ELEVATION - Bl- <br />SCALE: 1,4.-,.-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 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 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 />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />(Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. <br />Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of !Twit -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SO. 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 />z <br />z� <br />rz <br />Ln (D <br />T0 <br />OLU <br />E <br />U <br />N <br />Cl) <br />Cl)LU <br />—s <br />■ ~E00� <br />L2 <br />o00 <br />U- <br />INNIS�U <br />111�1i, <br />Al <br />' <br />N C B <br />.. <br />C4 CIS <br />W <br />U)HE Z <br />A m G Ch <br />}` <br />10Z <br />Z�F E <br /><A2/f11111111Jo <br />W N <br />Cj U U <br />To the best of the Engineer's knowledge, information, <br />ation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z� <br />0 c <br />(n M 0 <br />co <br />Q 'gyp <br />d- <br />z <br />Q"Na) WON <br />CL <br />QCO <br />Q CO <br />u <br />z <br />Z fU <br />W <br />J <br />MJ <br />w <br />z d <br />z <br />0 <br />$.0 Q0 <br />W2Q <br />Z Z <br />Z <br />$ J <br />T..� <br />i No <br />i <br />* <br />LU <br />w <br />1� <br />Z <br />1 <br />Q <br />a 3 <br />w <br />U <br />fa <br />Q <br />oLL <br />0 <br />�696 <br />• <br />U— <br />d��g <br />Q� <br />Z <br />W <br />^ <br />g <br />J <br />r-1 <br />LLJ <br />Z <br />a LL � <br />L$ <br />aLU <br />O <br />N <br />Z <br />Z <br />" <br />m <br />0 <br />000 <br />g <br />W <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAMES <br />VERSION NO. 4w0 <br />SHEET NO. <br />3.1 <br />