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's <br />LO <br />S <br />N <br />n <br />rn <br />N <br />I <br />00 <br />i <br />NLO <br />v <br />2 <br />IC) <br />0 <br />�N <br />N <br />rn <br />N <br />I— I co <br />dl <br />0 <br />0 <br />x <br />I1 ■ <br />M <br />'tmz <br />DECORATIVE SHUTTER <br />12 <br />5� <br />12 <br />5� <br />12 <br />s�5 <br />-_=(F 4 <br />- <br />T.O.P. <br />�1 <br />.1 ISHUTTER— <br />O <br />1 " x 12" <br />SMOOTH <br />TEXTURED <br />Mimi 1== <br />i <br />t <br />°Q LU W 25 SH <br />_ _ 2nd FIN. <br />— — — — — — — — — — — — <br />FLR. <br />T.O.M. <br />F5) I HDR HGT. <br />--L------------------------L F.FL. <br />� `JFRONT ELEVATION - Al <br />12 <br />�5 <br />9' RIDGE VENT <br />11 <br />----- ----------------------------------- HDR HGT. <br /><V <br />N _ -_---- _— �- 2nd FIN. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------------- - ---------- ----------------- <br />FLR. <br />—------------------- T.O.M. <br />----------------------------------------------------------------------------------------------HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />------I-----------------------------------------------------I-------L--1-------------------F.FL. <br />RIGHT 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 />z� <br />z� <br />Q <br />U) z <br />V) (D <br />() C, <br />a--+ LL, <br />W <br />001- = <br />~ <br />o <br />0 <br />U <br />a� M <br />W <br />~ <br />C C7 <br />W Cl) <br />O O o <br />' L _ <br />_�00 <br />.00 <br />N <br />rni <br />d O <br />Q <br />Q <br />o <br />B D. <br />H` <br />=Jl <br />t7� •�3 <br />Z <br />1 041 <br />A/ ILL . <br />EL e <br />Wm <br />s•z <br />m <br />WZ_ <br />N M <br />S <br />formatiomvnd <br />Q f�: <br />To the best of the Engineer's Rnowledge In <br />belief, the structural plans and sl eC QatGons,00ntiinld <br />within these drawings comply with the'1611 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 N <br />O a) N <br />>� <br />re)Mo <br />QU-J,'(0pIn <br />a tn•��- <br />Q �U� <br />QC V a 000 <br />a <br />E ... <br />Zfu <br />W <br />J � <br />o' O <br />Zg <br /><c <br />v) <br />OW am <br />u Z Ov O <br />z <br />O <br />2 WO Z w Q� <br />� <br />Q <br />L0.2- <br />Oul <br />Q <br />/ <br />COZO <br />= <br />W <br />J <br />8z <br />Z o <br />^L- <br />W <br />' <br />� <br />W <br />Q Z <br />Z <br />� <br />0 <br />Z <br />� <br />O <br />U <br />= <br />N <br />Q <br /><000 <br />Lnow <br />f- <br />O V <br />� <br />X � U <br />U X2 i <br />(V <br />Cr <br />LL <br />z -0 ` <br />z Q � <br />Qce <br />Z <br />zLLJ <br />r�-1 <br />�� 2 <br />w <br />W <br />L <br />Z U <br />"2 a <br />r-4 <br />Z <br />*k <br />N <br />z <br />OV-4 <br />Ztu <br />LU <br />J <br />13- <br />V 1 <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />3.1 <br />s'� <br />