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12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />1 " x 9" SMOOTH <br />TEXTURED <br />El <br />II <br />Mimi ININ I <br />12 <br />5[:::� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />18' RIDGE VENT <br />T.O.M. <br />HDR HGT. <br />TEXTURED — <br />CEMENTICIOUS <br />q FINISH ON C.M.U. <br />bo 00 <br />(TYP.) <br />F. FL. <br />�12 <br />- 12 HEEL <br />-------------- <br />T.O.M. <br />HDRHGT <br />5 TEXTURED <br />I <br />a CEMENTICIOUS FINISH <br />I ON C.M.U. (TYP.) <br />I 2" x 4" SMOOTH <br />I <br />TEXTURED <br />SILL / BAND <br />I <br />I <br />I <br />------------------------------IL--- F.FL. <br />4' RIDGE VENT <br />12 <br />�5 <br />------------------------------ ---- - - 1,- <br />0 <br />bo <br />l <br />'Pi <br />PRE -ENGINEER TRUSS <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 />STRUCTURALPLANS <br />(1) 2"X4" TYP. <br />(2) 2"X6" TYP. <br />SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />C_/ <br />OLUMN DETAIL <br />FRONT ELEVATION - 131 <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION - B1. <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 SQ. IN, OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />�00 i y <br />I <br />i 'L <br />11 <br />�C> <br />N <br />crs <br />CD <br />w <br />w <br />� <br />o CD <br />m N <br />{&1 <br />"— <br />3 <br />0) M M <br />co <br />-(UO co <br />a)O <br />o 0 <br />I C)� <br />a' o <br />LLCO <br />U) <br />Q 0)Ln <br />fl- o <br />v, <br />rn Q o <br />B D <br />N C <br />V <br />N ;D <br />N <br />O <br />NO M p) W <br />O <br />O a O <br />z w Z <br />ZLU0 Mc9U) a <br />I <br />Im cn cam`- o W <br />W A q w <br />W �����"� <br />Z <br />4 <br />w• E <br />Z YI SX N <br />LL <br />W N¢Mr <br />gg yOg g�jp g v O <br />u� <br />yM�gr� OFESSiO'�� <br />To the best of the Engineers 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. Lennat-Tampaxom <br />Oo <br />rx <br />W� <br />za <br /><F <br />U) <br />z <br />Wa-M01L� <br />oo°° <br />0 <br />Zuz� <br />W <br />2:w <br />aK�co <br />0c <br />0 <br />^ <br />1�N <br />WLLJ <br />L <br />w <br />ZO <br />¢ v <br />W <br />I� <br />5 <br />z <br />0 <br />N3 <br />E <br />L <br />G <br />TS <br />Lr) <br />C <br />Q <br />= <br />Q <br />J LU <br />. 2:U <br />9 <br />oupz <br />O <br />�ma <br />k <br />N <br />� <br />Z<QQ <br />LL <br />Q <br />Q Q ¢z <br />LL cL <br />z <br />O I <br />u O 2 <br />�C'Zti <br />Q 0 <br />8HF <br />z <br />' ul Q Z <br />$ <br />z <br />a p 0 <br />coC <br />� <br />QLn z <br />J <br />= <br />Jz <br />¢ LU <br />,—I <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION N0. 3ol <br />SHEET NO. <br />3.1 <br />