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i I� 71111ui� 11+R �tRl„ f A ! f r 4a� .. •-,, ,�,� <br />1" x 4" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />1" x 12" SMOOTH <br />TEXTURED <br />TRIM / BAND— <br />.J <br />a <br />12 <br />5� <br />12 <br />5� <br />12 <br />�5 <br />12 <br />�5 <br />FRONT ELEVATION <br />9' RIDGE VENT <br />T.O.P. <br />HDR HGT. <br />e <br />04 C <br />2nd FIN. <br />FLR. <br />T.O.M. <br />HDR HGT. <br />F.FL. <br />- B1_ <br />SCALE: 1 /4"=1'-0" <br />---------------- T.O.P. <br />------------------ HDR HGT. <br />RIGHT ELEVATION <br />N 00 <br />t` <br />2nd FIN. <br />FLR. <br />— — — — — — — — — — T.O.M. V. <br />HDR HGT. <br />---------- F.FL. <br />- B1 <br />Q-11 SCALE: 1 /4"=1'-0" <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 />ova <br />Z <br />o <br />Z <br />Q <br />a <br />to C9 <br />CZ <br />4--J w <br />CD <br />CO M <br />�V — <br />OLU <br />� <br />i� U <br />W <br />M <br />m <br />pN cry c•7 <br />C �r-PM <br />C N <br />8.2 <br />_ <br />C)= <br />CD <br />U_ OD <br />Q co <br />ur) <br />Q o <br />D D• <br />N. C� <br />1a, <br />N N <br />N <br />V� V� 00 <br />�{ O O <br />N z z <br />U) a) Z W z <br />5 LL <br />C O ¢Cn M 2 <br />H <br />LL <br />.• . <br />-` J C! N I <br />uJ <br />O . <br />", ��, <br />a•q <br />_ <br />_ <br />�� ,• � t✓O ` <br />�111tt�`110 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings empty with the 2017 Florida Building Code - <br />Residential ft Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />FS <br />9 <br />W <br />z Q <br />C/) <br />rz�a <br />r 0 U <br />0 <br />W <br />J <br />W <br />812e� N <br />F <br />g <br />LL <br />'J <br />LU <br />w <br />O <br />'� <br />11%� <br />= <br />C <br />z <br />Q <br />V <br />= <br />J <br />Q <br />�$ <br />or <br />Uq) <br />z <br />196 <br />I= <br />cV= <br />11 <br />N <br />u- <br /><<u <br />Z <br />JLU <br />r-II3 <br />Q <br />Z <br />M <br />Z <br />t—u <br />8 <br />Im <br />O <br />' <br />Q <br />J <br />w <br />= <br />z <br />uJ <br />F <br />rn <br />,—t <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />3.1 <br />