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M <br />QD <br />!I <br />Q <br />00 <br />�L <br />CV <br />I <br />12 <br />L <br />°'=...�•+,-...�_-,.�.�.:,-1....:_.�_._5 .yam-7�� <br />1 <br />12 <br />�5 <br />1" x 4" SMOOTH <br />1EJ1 TEXTURED <br />TRIM / BAND <br />T.O.P. -��_. `_ .—.a ��I 1-, T --- - - - - - - - - - - - - - - - - - - - ---- <br />�DR HGT. <br />I <br />I <br />1 <br />I <br />t <br />1" x 12" SMOOTH <br />l`-- 25 SH - 12 25 SH 25 SH TEXTURED <br />60 w <br />1:5� N ? TRIM /BAND <br />(n = <br />2nd FIN. <br />FLR. _ _ _ <br />- - - - - - - - - - - - - - - - - <br />ZJI <br />T.O.M. f4? I +_% <br />- <br />_ --- <br />I <br />ADRHGT- __ F20) � <br />I I <br />I i <br />1L <br />5 S <br />F.FL. I I ------ <br />-------- H ------ ------ E - <br />J Z� FRONT ELEVATION — 61 <br />SCALE: ,,. -, o <br />12 <br />LEFT ELEVATION — B1 <br />------- T.O.P. <br />--__-_ HDR HGT. <br />2nd FIN. <br />FLR. <br />------- T.O.M. <br />HDRHG <br />F.FL. <br />r <br />co <br />IN <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />0 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 />�LO <br />C- <br />z � <br />z�z <br />(D <br />a <br />V) UI <br />� w <br />0 LLJ <br />V) r- <br />U <br />w <br />� <br />WIN = <br />0 <br />I <br />W <br />¢ <br />o <br />Al1 <br />BID* <br />N•Ca•Il,: <br />�����•° RO VV/�, <br />20 <br />_' UL- KC <br />- <br />�f✓,,� '``FED".;= <br />C{i ] <br />To the best of the Engine �ptTllf i ation, and <br />belief, the structural plans anaslAbAeAtions 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 />0 <br />0 <br />Z t11 <br />0 (D N <br />15 <br />� M O <br />M <br />Q <br />to •L d- <br />az <br />F- a .�. <br />=1 V o. 00 <br />Q <br />Z <br />WJ <br />CD <br />Z <br />w� <br />�a <br />z <br />O <br />480, <br />cc <br />$ W <br />Z <br />_ <br />F <br />< <br />z <br />50 <br />K C <br />WUy-F <br />mg Z <br />/ <br />0,4 <br />W <br />Q <br />Y l <br />C' i <br />o <br />� <br />N <br />o <br />�� <br />V <br />=, <br />Q <br />0 .74� <br />� <br />�96 <br />0b°aS <br />N <br />Cr <br />LL <br />Z <br />w <br />�,LL <br />Ln <br />"-' <br />Q <br />gi <br />XZ <br />Z <br />W <br />� <br />N <br />00 <br />Z <br />� <br />t <br />_ <br />0Cal <br />•-t <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: ]MUROSIQ <br />VERSION NO. 5al <br />SHEET NO. <br />3.1 <br />