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c <br />-v <br />rn <br />0 <br />0 <br />N <br />n <br />LC) <br />co <br />LO <br />I <br />00 <br />i <br />x <br />m <br />a <br />v <br />x <br />rn <br />0 <br />J <br />co <br />LO <br />02 <br />00 <br />N <br />r <br />v <br />E <br />E <br />x <br />I <br />o0 <br />12 <br />5� <br />4' RIDGE VENT <br />------ ----_0,--- ----------------------------------- <br />1, <br />2'-0" <br />12 <br />7�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — <br />—lit, — — <br />— <br />— — — — — — <br />1" x 9" SMOOTH <br />I <br />EEIFETIFEEIE] <br />TEXTURED <br />HEAD/BAND <br />I <br />IF-717] <br />I <br />FE71ODaFF71 1100 <br />--- <br />--- <br />---177�_ <br />�J <br />7_�_ <br />17 7�_ — <br />--- <br />------------- <br />12 <br />�5 <br />18' RIDGE VENT <br />PRE -ENGINEER TRUSS <br />12 <br />5� <br />REFER TO STRUCTURAL — <br />PLANS FOR BEAM SIZE <br />2"X4" TYP.--�" <br />5/8" TEXTURED OVER — <br />MTL. LATH & 7/16" OSB <br />SHEATHING & FRAMING <br />AS REQ. <br />REFER TO STRUCTURAL — <br />PLANS FOR POST SIZE <br />2x FRAMING AS REQ. --�` <br />POST TO CMU — <br />CONNECTOR - REFER TO <br />STRUCTURAL PLANS <br />(1) 2"X4" TYP. <br />(2) 2"X6" TYP. <br />SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />(: ) C-1 <br />OLUMN DETAIL <br />FRONT ELEVATION - B1. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />_ _ _ _ — — —-------- T.O.M. <br />-------------------- HDR HGT. <br />TEXTURED <br />CEMENTICIOUS b <br />FINISH ON C.M.U. _ bo <br />9 <br />Zo <br />(TYP.) <br />LEFT ELEVATION - B1 <br />CALE: 1 /4"=V-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 />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 FOLLOWING VALUES, SEE ROOF PLAN" <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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />0 t2 <br />Z M <br />O <br />— O <br />Z c�v <br />z� <br />U) <br />V) CD <br />w <br />� <br />C6 <br />u — <br />O w <br />Vh Of <br />Lu <br />�-- <br />(� U <br />0 M <br />o 0 <br />m N <br />w E <br />~— 8 <br />u M <br />f�`6 'O M <br />=aim g? <br />�'i <br />O oN <br />L L.L. 00 <br />Yo <br />0 <br />is <br />rn <br />n. C'¢ n �v <br />B D <br />N C LLV <br />N N <br />zU) god <br />o a o <br />�� N � z w z <br />� � w J C9 <br />a/ LL <br />v N G W <br />(D <br />,W LL a <br />Uaa_� <br />Z 4 O� <br />.Qw <br />LL <br />C14 �� c <br />Al <br />yvw. vst•'i3G cdm• <br />••' <br />OOL <br />1 <br />" F <br />rt` "(111 E 1 I { tW,���� <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 />Engineer's signature and seal. <br />L NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />O <br />Z <br />0 <br />za <br />a� <br />z <br />w¢iY� <br />Zoo <br />ZwZZ <br />�owZ <br />o <br />O_.� <br />V WoN <br />LO <br />W <br />L <br />J <br />W <br />Z z0 <br />V <br />LU <br />Q <br />o <br />a <br />U <br />= <br />�.� <br />Z <br />Q <br />J W <br />�2E <br />� 0 <br />1 ^ <br />O <br />a <br />18 <br />0 <br />o< <br />LL <br />LU z'-a< <br />QaWCe <br />g1ou-0 <br />z <br />z <br />rl <br />�E <br />LU c S <br />awLL� <br />J <br />{ <br />UJ <br />2:F <br />Y U <br />s <br />,-1 <br />Q <br />a <br />z <br />Paz <br />� <br />Z <br />aoo <br />Cal= <br />0 <br />Ln <br />Z <br />a <br />� <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO. <br />3.1 <br />r� ri i'I .rI .,, I ..,., ,:..s y';-.I I i_u,u - <br />-- _ T <br />