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COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />5� <br />8'-0" RIDGE VENT <br />F7 <br />F4 <br />1" x 4" SMOOTH <br />12 TEXTURED <br />�5 TRIM / BAND <br />6" FASCIA <br />(TYP) <br />T.O.P. <br />_ - _ _ HDR HGT. <br />CV <br />1 "x12"SMOOTH ICI ICI ICI I""I <br />TEXTURED 25 SH 25 SH — 12 25 SH <br />TRIM /BAND FLASHING <br />5 <br />2nd FIN. FLF <br />-------------------------------------------- — <br />— — ------ — — --------- ----------- <br />HEEL � <br />--- ----- T.O.M. <br />F5 N <br />_ _ _ _ HDR HGT. <br />,�l t 0 1 D_ DECO <br />1" X 8" SIMULATED CORBEL <br />WOOD FINISH - F 16 <br />F_0 E __ <br />TEXTURED <br />CEMENTICIOUS <br />25 SH FINISH ON C.M.U. <br />F.FL. <br />F5 1 <br />12' RIDGE VENT <br />N <br />FRONT ELEVATION - Al <br />T.O.P. <br />_ HDR HGT. <br />CV <br />2nd FIN. FLR.� <br />T.O.M. <br />HDR HGT. <br />d- <br />_ F.FL. <br />�10D <br />00 <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION - Al <br />SCALE: 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 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 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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. <br />al <br />(D r <br />7� M <br />0 <br />z� <br />Q <br />a <br />z <br />C-,n (D <br />cn <br />+-� w <br />W <br />O lr� <br />~ <br />0 <br />o 0 <br />m ti <br />LU <br />W <br />"_ Ep <br />Im m <br />C LO M <br />E2 O M <br />N <br />0 <br />U <br />off <br />O <br />C LL 0000 <br />t o0 <br /><C A)rn <br />10 n v <br />Q o <br />® <br />NCH D,C a <br />� <br />oe,po <br />U) <br />LU <br />Z- Q 4 <br />o <br />e°.'' <br />UM z���, <br />e <br />�»' <br />WN 4'3.•roi� <br />Fa 0 <br />To the best of the Engineer's kno I� g 7 on, 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 />zCD <br />0 <br />O N n <br />00 <br />> LJr) M ( <br />� <br />Q U-) Ln <br />0. tnz •�d' <br />0 In <br />F- CL .. <br />ro <br />CC U Q 00 <br />a <br />E" <br />Z <br />WJ <br />0 <br />d' <br />oz <br />o <br />of <br />a <br />'^ <br />vJ <br />r~ <br />zd�a <br />z <br />r z 8 O <br />ZLUW� <br />O <br />Uz¢ <br />I-�zz <br />` <br />pa <br />M <br />W <br />JI <br />OO <br />M <br />w <br />J <br />zz <br />}o <br />� <br />N <br />W <br />W <br />�Z <br />zW <br />z <br />Lli <br />(J) <br />z <br />O <br />� <br />z <br />0 <br />a <br />�W <br />U <br />= <br />f <br />Q <br />o� <br />� Fes- O <br />o s <br />J <br />a <br />z <br />cYc�� P <br />w0o6 <br />tV <br />LJ_ <br />zzao� <br />Wu4d_ <br />aa <br />�< <br />Za <br />W <br />In <br />LLI <br />P <br />= a <br />J <br />ri <br />IL <br />n0zU <br />U <br />N <br />Q <br />Z <br />oa~ <br />� <br />� <br />N <br />' r <br />Z <br />O <br />oo <br />Z <br />g <br />= <br />a z <br />LU <br />rn <br />,-+ <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />3.1 <br />