Laserfiche WebLink
c <br />a <br />12 <br />5� <br />12 <br />5� <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED - <br />ON DOOR <br />12 <br />15 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />7(TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />TYP.) <br />16-0" RIDGE VENT <br />REAR ELEVATION - Al <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />- - - <br />r <br />— — — — — — — — — — <br />— -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />1'-0" <br />---------------- <br />--HDRHGT. <br />TEXTURED <br />TEXTURED <br />US <br />CEMENTICIOUS <br />ol 2'-0" <br />FIN ENTI C.M.U. <br />FINISH ON C.M.U. <br />(TYP) <br />LIZ <br />(TYP.) - <br />ao <br />io <br />--------- <br />---------------- <br />----F.FL. <br />M. <br />SCALE: 1 /4"=1'-0" <br />LEFT 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-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 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 FOLLOVANG VALUES, SEE ROOF PLAN** <br />(Values to be verged with Manufacturer Specifications) <br />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN, OF NET FREE AREA/ UNIT <br />• SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. 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 SQ. IN. OF NET FREE AREA / FT. <br />**Formula: (Sq. Ft. Soffit 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. Soft Needed) x 7 = (Sq. In. Needed) / 86.26 = Amount of O'Hagin Vents Needed <br />(DV <br />Z c7 <br />0 <br />—o <br />z� <br />c[ <br />n <br />u, z <br />c r, <br />w <br />'U — <br />w <br />E <br />o0 <br />�V) <br />LU U <br />1 E <br />— U <br />N M <br />m <br />Lu C N <br />O <br />c� <br />g rw <br />p <br />_r_ LL-00 <br />ao <br />;I <br />Q rn <br />rn O <br />M ¢ o <br />NyC-p�DC <br />x01111 III <br />s • �. <br />�Q-e— <br />�� <br />w'+ <br />d <br />_ <br />Z'. • <br />d� <br />To the best of t 9 veer k o ledge ' ation, and <br />belief, the structu alIpr �p�p tr���� s contained <br />these drawings the 2017 Florida <br />within coS+lAi <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 />if <br />O <br />Z� <br />O a) r, <br />F-1 a-' O <br />r>'-1 U41) M O <br />M <br />Q (n <br />Qa) Om <br />z <br />Q 00 <br />z E <br />fo <br />Z <br />WJ <br />C:) <br />oz <br />�Q <br />za <br />a� <br />�F- <br />!!�� <br />VJ <br />z <br />w'z C. <br />0 <br />UZOp <br />O <br />z uu w Y <br />Q <br />� in z <br />ULq <br />W <br />Ln <br />01L L 8 <br />SM�jo <br />Y <br />W <br />N Z <br />o <br />Qz <br />� Z <br />O <br />'"� <br />p <br />g <br />ro <br />IM <br />W <br />�� <br />F- <br />o <br />o <br />z <br />0 <br />_> <br />u 0 <br />I— <br />J <br />LU <br />se P <br />w0o� <br />va�a <br />a <br />N <br />ZaoJ <br />w � J <br />N <br />g ° <br />Z <br />N <br />LLSwo <br />a u_ <br />w <br />W <br />J <br />Ln <br />rl <br />LJI <br />Q <br />W <br />Z <br />=d o <br />U10zU <br />v <br />Lu a <br />¢ w z <br />Ln <br />k <br />Lli <br />O <br />Z <br />J Z <br />O <br />00 <br />g <br />= <br />` Z <br />rn <br />,--t <br />a <br />Ln <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION N0. <br />10 <br />SHEET NO. <br />3.2 <br />- — - - i " ! I . ', L l 6ii l i l - :9i i r �l i.1 !11! ut§! Alt I�lv l d.. , II h Ii i- I d it <br />l �d . ', It <br />