Laserfiche WebLink
TRIDGE VENT <br />HEEL HEIGHT <br />1J'-O" <br />710 <br />TEXTURED <br />=1co CEMENTITIOUS <br />FINISH OVER <br />Co SHEATHING <br />(TYP.) <br />_2nd FIN. FLR -- — — — — — — — — — — — <br />—T.O.M - — — — — — — <br />HDR HGT. <br />Ci <br />17'RIDGE VENT <br />OP <br />6D TEXTURED <br />9 CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F. FL - — — — — — — — — I <br />12 <br />� 3 <br />ci <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />zz��5 <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 />txterior uovering <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-Resisitive Barriers. <br />Water-resisitive 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 />separa cont nuous p an an any as Ing nten to rain 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 (paperbacked <br />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 construction 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 />0 At Built-in gutters. <br />Attic Ventilation <br />REAR ELEVATION - A <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 />SCALE: 1/4"=1 <br />but no more than 50% of the required ventilation is provided in the upper portion <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 />-8 <br />* OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT <br />e SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA I SQ. FT. <br />*1f not enough vented soffit is provided due to fire protection, the contractor shall use tl <br />C14 <br />following approved vents: <br />* LOMANCO DECK -AIR (Shingle R000 - 9 SO. IN. OF NET FREE AREA / FT. <br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft of Deck -Air Needed) <br />-8 <br />C14 <br />CN <br />C <br />! R-1 <br />!�2 <br />cs� <br />1co <br />co <br />9 <br />I - <br />10'RIDGEVENT <br />12 <br />ZZ�_5 <br />12 <br />�;��5 <br />HEEL HEIGHT <br />T—. 6. _P ------ <br />------------- — -------------------- ------------------------- <br />HDR. HGT. <br />e-- — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — <br />TEXTURED <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP.) <br />Ci <br />2nd FIN. FLR. <br />T.O.M -- — — — — — <br />BD <br />F.FL. <br />-01, <br />CJ / WEEP <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />3 <br />2'-0" <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />RIGHT ELEVATION - A <br />SCALE: 1/4"=1' <br />01 <br />V, (D <br />a) C—/> <br />U-1 <br />U <br />0 LU <br />(A Of <br />tA ZD <br />LU <br />c-, <br />Lu M <br />u_ 00 <br />0) <br />CS M g <br />Lo <br />A I <br />U) z <br />LU J3 <br />4; <br />> <br />Us <br />Z <br />?5 <br />% ' <br />__J %ilX�SQJ0,C M <br />0 r��VS <br />�O <br />0 F E S <br />To the best of the Engineer's knowledge, information and belief, <br />the shictural 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 />Engineers signature and seal. <br />LENNAR <br />4600 W Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />U) <br />0 <br />LU <br />zoo <br />U C) <br />LLI <br />UJ <br />:> <br />LU <br />cc <br />M�Q <br />o <br />F- <br />LU <br />Lu, <br />z <br />'0 <br />U) <br />0 <br />> <br />U <br />U) <br />< <br />re) <br />CC <br />< <br />9RE <br />I!J P <br />LU <br />CC <br />g <br />LU <br />< <br />00 <br />V- <br />9 <br />Z <br />z <br />W <br />(1*4 <br />Ln <br />LU <br />ff <br />. § <br />_J <br />'.4 <br />Lli <br />2: <br />< <br />X <br />< <br />z <br />Ln <br />ko <br />f-4 <br />CD <br />Z <br />17u <br />0 <br />LLJ <br />�z <br />UJ <br />rn <br />SCALE AS NOTED <br />DATE 11 /2/2018 <br />TECH: KFWER <br />VERSION No' 4m2 <br />SHEET NO. <br />3.2 <br />