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ZE <br />�I <br />EI <br />L1 <br />00 l <br />m <br />1 DECORATIVE SHUTTER <br />12 <br />5� <br />oZ-J_F' 25SH 25SH <br />N= (n <br />12 <br />5� <br />12 <br />Z:::::�5 <br />i • � I <br />11 ! 11 <br />T.O.P <br />HGT. <br />1 " x 12" iv <br />SMOOTH <br />TEXTURED <br />w TRIM /BAND <br />25 SH <br />------------------/--t <br />_-2nd FIN. <br />FLR. <br />T.O.M. <br />F5�-----1-- <br />WEENWAVER-041 <br />BIIMINIOEM <br />(F12 <br />FRONT ELEVATION — Al <br />12 <br />­�5 <br />9' RIDGE VENT <br />SCALE: 1 /4"=1'-0" <br />d- <br />11 <br />T.O.P. <br />- HDR HGT. <br />o Z J _ <br />N 2 _ 2nd FIN. <br />--------------------------------------------------------------------------------------------------------- <br />- - FLR. <br />T.O.M. <br />-------- ----------------- <br />- <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />-----I--------------------------------I-------L--I-------------------F.FL. <br />RIGHT ELEVATION - Al <br />SCALE: 1/4"=V-0" <br />CV <br />n <br />_100 <br />co <br />IN <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 -Resistive Barriers. <br />Water -resistive 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 (paper <br />backed 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 constructions 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 />_i <br />(D V <br />2: C) <br />z� <br />Q <br />J <br />a <br />C1 <br />V� Ur <br />+—J w <br />•V <br />— <br />w <br />T <br />~ <br />to Cl)0 <br />O <br />m <br />LLJ <br />F- E <br />r- <br />- 8 <br />iT C)M <br />mvm <br />C) <br />O o C) <br />�LL00 <br />it <br />< Yo <br />in n. C)¢� <br />�,gv <br />rnQ o <br />Al I B D® <br />N�cJl <br />' <br />N N <br />U/ O O N <br />O M z e, <br />;2 <br />Z Wo�aoz° <br />�. C9 a <br />U) <br />LL o Wj W <br />W a�mLI:' <br />LU V¢aP <br />Z <br />C mM�< q <br />UM U) <br />A\ cc% <br />O <br />O . z <br />s b <br />®,,VAV/10 � O F E S S\OX \ �a <br />'���dJll{t9110 i <br />;S 4 <br />C <br />lr ! 1 <br />I 'V <br />To the best of the Engineer's knowledge, info <br />the structural plans and specifications contains ' <br />drawings comply with the 2017 Florida Building <br />Residential 6th Edition. Engineer s signature an <br />the structural engineering porgons of the drewin <br />Engineer's signature and seal. <br />INA_i;�; <br />4600 W. Cypress St, Suite 200 1 Tamp <br />www.Lennaffam a.co <br />x" <br />V) V Q <br />gB <br />BuJEL <br />. <br />L '"'" I z <br />UJ <br />li <br />Z <br />5" <br />'0 a <br />0 �w <br />O <br />o <br />o; L.ri ~ 4 <br />z <br />52ma <br />O v O d a <br />L / M <br />�w <br />N <br />z 2 <br />z io1 <br />LU _J �—{ 11J 9 z 8 <br />tii g�¢ <br />M 57 Q w~g <br />z 1z <br />m 06 `.5 = uJ <br />firn <br />T-+ a cn s <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />3.1 <br />