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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUR <br />SPECIFICATIONS <br />12 <br />5� <br />3 TAB SHINGLES, ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />1 x 9" SMOOTH [71 F�] E] <br />TEXTURED <br />F] FD FD_1 0 0 ID-7 0 L1_ <br />12 <br />5 <br />18' RIDGE VENT <br />T.O.M. <br />HDR HGT. <br />---------- --------------------------------------------- <br />TEXTURED <br />4 CEMENTICIOUS <br />m FINISH ON C.M.U. <br />(TYP.) <br />12 <br />1� �5 <br />s <br />12 HEEL <br />T.O.M. <br />_ HDR HGT <br />----------------------- <br />( 5 TEXTURED <br />CEMENTICIOUS FINISH <br />I <br />ON C.M.U. (TYP.) <br />I 1 2" x 4" SMOOTH a <br />I <br />I TEXTURED <br />SILL / BAND <br />I <br />I <br />--------------------------------------F.FL. <br />4' RIDGE VENT <br />12 <br />�5 <br />PRE -ENGINEER TRUSS <br />REFER TO STRUCTURAL — <br />PLANS FOR BEAM SIZE <br />TX4" 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 />4 <br />m (2) 2"1 TYP. —� <br />2'-0" <br />F.FL. I_---------- <br />--------------------------------------------------------------------------------------------------------------------- <br />SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />1�5 <br />w <br />n <br />w <br />W <br />FIN. F <br />R. <br />( ) P,-/ <br />OoLUMN DETAIL <br />FRONT ELEVATION - B1 <br />SCALE: 1 /4"=1'-0" <br />RIGHT ELEVATION - B1 <br />SCALE: 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-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 />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 (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 contructions 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 SQ. IN. OF NET FREE AREA / SO. FT. <br />(� <br />zo <br />z�z <br />a <br />V) (D <br />w <br />p <br />•V — T <br />OLU e <br />lJ) o <br />n <br />U � rNi M <br />W C f0 th <br />F— E O o N <br />— $ O c <br />_ L LL OD <br />U C <br />Ln v <br />r <br />A 1 . BBB°° <br />0•.•• ••° cco o <br />1 <br />M Z.0 <br />dddT�T�odO'333 p� <br />I.T. <br />•.` ` m��w��, <br />E .AM <br />a J <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z N <br />0 <br />.N <br />w M O <br />. M <br />Q "v11`0 In <br />it1 tJf •� d' <br />Ln <br />CL ^ <br />QU CL 00 <br />z <br />WJ <br />C) <br />lllllllJ <br />0 <br />�a <br />W K <br />uZoo <br />Ouwl <br />0 <br />Owl <br />�•�W <br />-uf J <br />W L <br />0LL <br />w <br />�L® <br />— <br />ILU <br />$o <br />.J <br />w <br />U <br />Z <br />u, <br />Z <br />LL <br />, A <br />Q <br />< <br />Lu <br />U <br />= <br />QILL. <br />oW <br />lu J <br />g��f <br />Lu <br />z <br />Z <br />,^-I <br />W E <br />a o� <br />LU <br />r-� <br />Q <br />LL1 <br />Q <br />z <br />< uLL. <br />Z U <br />W � <br />W g <br />fV <br />rl <br />*k <br />Nz <br />z <br />tu <br />�o <br />m <br />oo <br />g <br />= <br />a z <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION No' 10 <br />SHEET NO. <br />3.1 <br />