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C:) <br />C'4 <br />C14 <br />I=) <br />C114 <br />�2 <br />C-> <br />CL <br />E <br />E <br />0 <br />r <br />C:) <br />I <br />60 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />E <br />12 <br />5 F�:� <br />hdr" <br />16-0" RIDGE VENT <br />12 <br />5F7 <br />12 <br />_7z��5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED — <br />ON DOOR <br />14'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />:�� 5 <br />REAR ELEVATION - Al <br />T.O.M. <br />HDR HGT. <br />L# T-01. <br />TEXTURED TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />FINISH ON C.M.U. FINISH ON C.M.U. <br />(TYP.) (TYP.) <br />F.FL. <br />-------------------------------------- ------------------------------------------------------------------------------------------------------------- <br />SCALE: 1/4"=V-101" <br />C> <br />C14 <br />Cr) <br />RIGHT ELEVATION - Al <br />M 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 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 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 SQ. IN. OF NET FREE AREA/ LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. 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) 172 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA I FT. <br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = (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) 186.25 =Amount of O'Hagin Vents Needed <br />11911111111111111101 <br />L"M <br />0 <br />C=1 <br />rl <br />U) <br />Lo <br />Q) <br />+--J LU <br />C� <br />0 LJ_J <br />V) <br />E <br />0 <br />U) <br />Cn Cl) <br />0 C) <br />04 <br />C) <br />Lu <br />E <br />a) <br />C" <br />r_ 03 to <br />[2 -0 M <br />0 a cli <br />-9 C�, <br />LL 00 <br />co <br />0 <br />CD <br /><0 <br />0) <br />Lo CL C> <br />0 7t, <br />Id- 0� <br />a) < Ci <br />Al <br />BID <br />N C B.D.Cl �%111111111111411 <br />V9 <br />W <br />MW 4W 1— 1§ — - <br />03 u- <br />_J� <br />< :)qR <br />. ......... <br />0 <br />r <br />z <br />WL LLUI <br />1:1 El <br />To the best of the Engineer's knowledge, informatio n, 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 sea] is only for the structural engineering <br />portions ofthe drawing pages bearing Engineer's signature <br />and sea). <br />Z r*4 <br />0 0) N <br />P-4 C:) <br />U0 <br />0 <br />> <br />4-J <br />U-) <br />(n <br />vi r <br />Lr) <br />z <br />LL <br />170 <br />0o <br />z E <br />fu <br />71 <br />LU C:) <br />W <br />_J C:) <br />110 <br />MJ <br />=0 <br />Zg <br />z <br />W <br />< <br />Z <br />U <br />'Z80 <br />PNWU <br />0 <br />Z " UJ Q� <br />�_Uz� <br />< <br />==z z <br />W <br />_J <br />> <br />LC,Lj 2 § <br />ow,_ <br />LU <br />U uJ C-4 <br />M �j @ <br />LJJ <br />l­- LU <br />0 U-) <br />z Z <br />0 <br />> <br />LU <br />z <br />Lu <br />z <br />E2 <br />15 <br />z <br />C/) <br />4 <br />T <br />F_ <br />0 <br />z <br />< <br />U <br />fu <br />< <br />w <br />a. <br />ou- <br />Z <br />0 <br />21 <br />LU <br />< <br />8 6 <br />rr <br />u, W DO n <br />a- <br />W CL <br />rJ <br />z < 0 <br />uJ w 25 <br />< <br />< < <br />LU W <br />co, <br />� 0 <br />Z <br />Z <br />=01 <br />Lu C), U- U_ <br />W <br />< -, '0 <br />UJ <br />Lr) <br />--I <br />6i <br />6i <br />< <br />z <br />=01 g uW =0, <br />V) 0 z <br />uJ < <br />LU <br />c) <br />z <br />< Z <br />(DO <br />Ln <br />Z <br />LU <br />Z <br />0 <br />0 <br />06 <br />-.5 <br />z <br />uJ <br />rn <br />T-4 <br />a- <br />U0 <br />SCALE AS NOTED <br />DATE 3/19/2018 <br />TECH: MJAMES <br />VERSION NO - 4mO <br />SHEET NO. <br />3.2 <br />I IT F I'll I I "I I ail, 11 1, <br />