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I R <br />4 <br />00 <br />of <br />T.O.P. <br />HDR HGT. <br />2nd FIN. <br />FLR. <br />T.O.M.------- <br />F.FL. <br />12 <br />5 <br />12 <br />�5 <br />T.O.P. <br />----------------------------------------L HDRHGT. <br />o Z _� CJ CJ CJ <br />CV 2 f/) _ <br />2nd FIN. <br />----------------------------------------- - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - <br />_-------- <br />CJ / WEEP 12 CJ / WEEP FLR. <br />T.O.M. <br />HDRHGT <br />--- - - - - - - - - - - - - - - <br />---------- <br />ROOF TO BE <br />REAR ELEVATION - Bl <br />12 <br />H <br />LEFT ELEVATION - B1 <br />SCALE: 1/4"=1'-0" <br />F.FL. <br />CV <br />I` <br />r <br />0o <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 />U� <br />M <br />— o <br />z�z <br />Q <br />r <br />cn C9 <br />LU <br />0 "' <br />F_ <br />o <br />t� ~ <br />U <br />ts Cl) <br />m N <br />L11 <br />8 ~— <br />�M M <br />M <br />_ <br />U <br />O o 0 <br />"- 00 <br />Q <br />0 W <br />be <br />rn <br />Lo <br />rn Q d <br />Al <br />VVVV <br />N• <br />� <br />U)Z W M C,CEL IZ <br />��y W C �l <br />LL_ ro <br />`r <br />LU10Ww <br />V >=LLa a <br />a a, <br />z O <br />un <br />VNN <br />....... <br />—' O <br />Qo. a <br />AR O F E S g10t,rti!!!! <br />To the best of the Engineer's 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 />L E N N R <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />09 <br />u <br />z ¢ <br />E <br />h <br />z <br />W¢�' <br />oQ�o <br />o <br />ZWz <br />Q <br />z <br />"� w <br />O�lzOO <br />W <br />OLU <br />Ln <br />a <br />W <br />"6 <br />Q. <br />L11 <br />z <br />Z <br />U)14 <br />O <br />+� <br />w <br />Ury- <br />= <br />Q <br />o$ <br />¢ u <br />0 <br />W <br />Eon <br />Womb <br />N <br />Ln <br />z¢z� <br />q <br />d- <br />o�-� <br />Z <br />0 <br />i2�i <br />J <br />L1.1 <br />LLI <br />= z <br />,L—t <br />� <br />a <br />o <br />,-t <br />(1� <br />Q <br />z <br />y� Q Z <br />�p <br />z <br />a o <br />00 <br />z <br />= <br />to <br />�Lu <br />0 <br />_`S <br />rn <br />T__q <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />3.2 <br />