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1 <br />- <br />a <br />00 <br />M <br />co <br />ti <br />00 <br />r-, <br />M <br />F- <br />12 <br />5� <br />T.O.P. <br />HDR HGT.—_ - - ---_ ---- <br />12 <br />�5 <br />1 mI <br />CJ CJ CJ <br />2nd FIN. N (1) _ <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />FLR. CJ / WEEP, 12 CJ / WEEP <br />T.O. M. - - <br />)RHGT. - _ _ _ _______________ __ <br />--------- ---------- — — — — — — — <br />ROOF TO BE <br />CENTERED ON <br />DOOR <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />REAR ELEVATION - B1 <br />_. �- '•__I���1 I � r .,J,�..r�T= 1 e— T `��_ L... i-�� � �. _— —�� � J�...�d .mT.-.�_i �.L.-_-.b....���� - <br />T.O.P. <br />HDR HGT. <br />------------------ <br />25 SH _ <br />77 o_ZJI." <br />2nd FIN. - N u)_ <br />--------- -- ----------------- <br />T.O.M. <br />HDRHGT.---------- -------- ----------------------------------------------------------------- <br />2'-0�� <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL.----------F-=-; ---------------------------------------------------------------------------------A------ <br />RIGHT ELEVATION - B1 <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 contractions 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 />(D <br />z <br />z <br />z <br />n <br />z <br />Cz <br />V) U <br />C <br />Q) LU <br />M 0 <br />C3 — <br />O W <br />~ <br />N = <br />C)� <br />o <br />w <br />W <br />cN•s M <br />c mC9 <br />�o <br />o <br />¢,¢o <br />A <br />B <br />1 <br />D. <br />N. C•13D C <br />ul%S <br />A <br />ih i� <br />Ca CLCIN <br />J <br />Ss�uc <br />i <br />To the best of the En d7j,r �hkk dj tlon, and <br />belief, the structural plans' i� o contained <br />within these drawings comply with the 2017 Florida <br />Building Code - ftesldentlal 6th Edltlon. 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 />O2N <br />�>O <br />M <br />Q 'a <br />a to •L V- <br />- <br />z< <br />W Ln <br />< v aCO <br />a E" <br />WJ <br />zfa <br />C) <br />J <br />d' <br />wQ <br />�a <br />C J <br />Z <br />�g <br />�gvva <br />C:) <br />Z"U <br />LU <br />WW� <br />W <br />L <br />qs8 <br />r) <br />F <br />(N <br />z <br />= <br />a <br />Q <br />= <br />¢ <br />LU <br />ui <br />o ':. �,., <br />. ;, <br />1,61 <br />N <br />Z <br />J <br />Ln <br />ri <br />LLJ <br />L1J <br />� E <br />Z <br />e <br />Ln <br />00 <br />Z <br />•++ <br />O <br />r 1 <br />.-i <br />a <br />= <br />to <br />f <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSIQ <br />VERSION NO. 5ol <br />SHEET NO. <br />3.2 <br />