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1" x 4" SMOOTH <br />TEXTURED 12 <br />TRIM / BAND 5� <br />6" FASCIA <br />(TYP) <br />T.O.P. <br />HDR HGT. <br />CV <br />r- <br />CID <br />co <br />F7 <br />8'-0" RIDGE VENT <br />12 <br />�5 <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />"i INEEMICI ICI ICI 1""I ICI 1"x12"SMOOTH <br />25 SH 12 25 SH 25 SH TEXTURED <br />2nd FIN. FLR. <br />5� � � FLASHING TRIM /BAND <br />— — — — — — — — <br />HEEL ------------------------ <br />T.O.M. <br />N F5 <br />HDR HGT. <br />DECO <br />CORBEL <br />1" X 8" SIMULATED <br />F 16 0? WOOD FINISH <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. 25 SH <br />F.FL, A-, <br />1 F5 <br />12 <br />5� <br />12' RIDGE VENT <br />12 <br />5� <br />F11 <br />1'-2 1" <br />4 <br />FRONT ELEVATION - Al <br />T.O.P. <br />------------ — — — — --T--- ----- — ---- — ----- — ---- — ---- <br />4,RIDGE VENT _ HDR HGT. <br />------- -- ---------------------------------------------- r ----- ` r� — — — — 1'-011 <br />N <br />ti <br />�IaD <br />CID <br />-- — 25 SH CJ <br />---------- 2nd FIN. FLR. <br />--------------------------------------------- <br />=i— - M <br />--- — -----T.O.M. <br />------------------ <br />CJ / WEEP <br />_ HDR HGT. <br />-------------------------------- <br />lo <br />ol <br />2'-0" <br />TEXTURED co <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />25 SH (TYP•) <br />---------------------------------------------------------------------------------------- — — <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 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 / SO. FT. <br />M <br />0 <br />-2 <br />U) z <br />Ln CD <br />Q w <br />O Lu <br />T <br />E <br />o 0 <br />04 <br />U <br />I_of <br />U <br />N Ce) <br />rn M <br />M <br />ro -0 N <br />O O <br />= aj <br />L lL 88 <br />0 2 Q <br />Y <br />Q o> <br />u7 O �I <br />rn Q o <br />B <br />1 <br />D® <br />N C B D C <br />��0 e <br />.? <br />���°. <br />�,� <br />"o m <br />. w <br />'J �S <br />`' <br />4 Z <br />LL <br />'f ea a <br />�s E <br />V <br />. 4 <br />To the best of the Engineer's know ; i� ormation, 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 />O Nr-, <br />r>—I U.)M O <br />M <br />j M It <br />Q IL <br />Q �M <br />ce- U 00 <br />a E N-01 <br />W <br />tD <br />d' <br />MJ <br />oZ <br />�o <br />Z a <br />F- <br />Cn <br />z <br />Lu <br />oQgo <br />O <br />[115 <br />�=-,zz <br />U8y 9-, <br />R 01 2 J <br />� <br />a � 2 8 <br />UFr© <br />M <br />IJ,J <br />80, <br />i <br />00W <br />_I <br />w <br />ZO <br />¢Z <br />N <br />LU <br />3 <br />Z <br />Q <br />43 <br />0 <br />0 <br />O <br />U <br />_ <br />z <br />�¢ <br />W <br />ca <br />Q <br />o <br />._ <br />o <br />_..,._; <br />0 <br />� <br />-a o a <br />.. <br />or <br />Z LH <br />Q <br />g0Zo <br />Z <br />90 <br />W� <br />J <br />Ln <br />ri <br />� <br />�oZ <br />o Z 8 <br />L1J <br />2 Q2 <br />N <br />Q <br />Z <br />w~~ <br />�LUZ <br />Z <br />CY v� <br />m <br />N <br />Z <br />W <br />�o <br />a <br />� <br />OC► <br />g <br />= <br />w <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />- - - - <br />f:1ia���.i,,ii;u7u IIIt JAL . anti •uia.4-uii71.,.ii.: i��il a�`.- I 11tr � tI I ql I I I I 1-1,d i-. �,� <br />