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I FT f" VI II.. I _I I I I <br />Q <br />Co <br />N <br />n. <br />EE <br />" <br />) <br />co <br />50 <br />rn <br />0 <br />co <br />K? <br />co C0 <br />Z, <br />P" <br />11 IN <br />IN I E 1011 EEI I EEI I EEI I EEI EMI I <br />24'-0" RIDGE VENT <br />12 <br />�5 <br />T.O.M. — — — — — <br />HDR HGT. <br />10 <br />TEXTURED 21_0„ <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />25 SH 25 SH <br />_ F.FL <br />FRONT ELEVATION - B1 <br />SCNLE'1la'=1'A" <br />RIGHT ELEVATION - B1 <br />: 1 /4"=1' <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 />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />-CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAII <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />� t 1 <br />\.1,/,r <br />0 V <br />Z M <br />0 <br />— o <br />z�z <br />n <br />C <br />w <br />Q <br />•V — <br />0 LU <br />Tm <br />�N <br />'— <br />CCS U <br />�� <br />m N <br />IAJ <br />r— E <br />— $ <br />® <br />a' <br />M <br />m a M <br />y <br />o_oc <br />L LL. co <br />BYO <br />Q rn <br />�'�^o <br />UJ <br />M Q d <br />N <br />rn ip o <br />O V N <br />O M p) 00 <br />O O N <br />_Z z <br />F �M <br />l" <br />a ��o � w <br />W 6, LL w <br />����_ <br />°x <br />If ww mm C N <br />LLZ o - <br />� w m N <br />W N ¢ M A <br />� <br />o <br />o <br />0 vvt v <br />I O"! <br />{S <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />€o <br />3� <br />W � <br />z¢ <br />�f <br />f� <br />Q <br />V) <br />z <br />W K X, <br />Uzoo <br />0 <br />Z d; ! <br />�ozz <br />di <br />(J W 1 N <br />0 <br />N <br />W <br />J <br />8. <br />}U <br />,> <br />W <br />LiJ <br />Qo <br />X z <br />g <br />LL <br />Z <br />/ <br />c' <br />C, <br />u_� 3 <br />A <br />U <br />J <br />LW <br />9 OZ <br />V, P <br />O <br />N <br />Q <br />o��0 <br />Z <br />Z <br />LL O z O <br />?O� <br />J <br />W <br />Q <br />l.lCCl <br />G <br />Z <br />p¢zu <br />8 F <br />Waz <br />O <br />00 <br />LI <br />Z <br />Z <br />t <br />ZS <br />z <br />co06 <br />O <br />< <br />2 <br />a <br />,� <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4mO <br />SHEET NO. <br />3.1 <br />