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4 rr <br />m <br />%i DECORATIVE SHUTTER <br />t <br />12 <br />5� <br />12 <br />�5 <br />T i F4-�. <br />- <br />" --------------------------- <br />--- - - - - -'-------------.----- - <br />18" X 60" <br />SHUTTER —,I 1 <br />T.O.P. <br />1 - -Im <br />1 1" x 12" C� <br />I SMOOTH r• <br />- 1 TEXTURED <br />IL - _J _ �� TRIM / BAND <br />o Z_ _ 25 SH 25 SH 00 W 25 SH <br />�_ <br />_ _ _ 2nd FIN. <br />FLR. <br />T.O.M. -' <br />-- �. <br />F5 — _ _ _ _ _ HDR HGT. <br />----------------------------------- -- --- -- ---- <br />N- - <br />7 e1,oII <br />- . -- <br />------------------------ F.FL. <br />F5 F12 (F2 <br />12 <br />5� <br />FRONT ELEVATION — Al <br />12 <br />�5 <br />9' RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />ti <br />11. <br />_— .. - _..-. ... - __• — L_ <br />T.O.P. <br />-------------------------------- ----- HDR HGT.AV <br />00 <br />e— <br />iV ' <br />_I CO <br />J <br />O z_ J Ur h_ „LR <br />N am U) <br />2nd FIN. <br />----------------------------------- <br />------ ------ ------------------------------ <br />------- ----------------- <br />-- - — FLR. MIV <br />T.O.M. <br />r54 <br />- ------ ------------------------------------------------------------------------- ----HDR HGT. <br />01 <br />TEXTURED - 0O <br />CEMENTICIOUS Zo <br />FINISH ON C.M.U. ~ <br />(TYP.) <br />----- ------------------------------------ <br />RIGHT ELEVATION — Al <br />SCALE: 1 /4"= V-0" <br />chi <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 />I=.ice; <br />gNg <br />O <br />z <br />a: - <br />CL_U) <br />N z <br />41 0 <br />�� <br />N <br />•V n <br />O <br />w <br />t,/1 c- E <br />w <br />a <br />z o <br />_® <br />U <br />0 <br />4 <br />�o <br />N D <br />Z u1 W C, f!i°tjrrtz <br />w <br />LU <br />LU <br />1.1.E <br />E�;, <br />�R0FES00 <br />�y <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />cn <br />M <br />J <br />i <br />z <br />� <br />a <br />J <br />E <br />a O <br />��� <br />a� <br />zQ <br />Z <br />ca <br />_ <br />p <br />N N <br />—0 <br />0 <br />°cis <br />°a <br />of� <br />E <br />�` <br />� <br />ao <br />� <br />02'. <br />�p�p <br />K <br />Z <br />� Z <br />� <br />N J <br />m <br />apps <br />O� <br />i W <br />ZQO <br />JU <br />W <br />LL <br />a� <br />Mill <br />0_ <br />' <br />CD <br />� <br />Oz <br />ZI¢ <br />0 <br />U <br />T <br />> Ln <br />^L1 <br />W <br />CD <br />O <br />O <br />°fn' <br />co <br />O <br />U <br />ca c <br />0 <br />� <br />3co <br />0 o_ <br />• <br />_O <br />LO <br />^ <br />L J <br />N <br />T 0o 0 <br />2 00 000 N <br />r <br />cc <br />co <br />O co N <br />j O N III <br />o <br />Z <br />Z <br />a <br />E O <br />E <br />U � Q p <br />JOB <br />NO: 19-5895 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />