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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />5� <br />IUUUUUUUU� <br />E 7_1 FE____ 7 L E 7 71 F_ 77 1 FE=_ -7 FE=_ -7 � E L I E 7_1 fl <br />18' RIDGE VENT <br />12 <br />5� <br />T.O.M. <br />HDR HGT. <br />TEXTURED — <br />o CEMENTICIOUS <br />9 FINISH ON C.M.U. <br />60 cc) <br />(TYP.) <br />F.FL. <br />�12 <br />/ 12 HEEL <br />F4 ----- T.O.M. <br />00 <br />HDR HGT <br />TEXTURED <br />CEMENTICIOUS FINISH <br />ON C.M.U. (TYP.) <br />2" x 4" SMOOTH - <br />TEXTURED a <br />SILL / BAND <br />-------------------------- F.FL. <br />4' RIDGE VENT <br />12 <br />�5 <br />M <br />----------------- ------------------- ---- , O �----------- <br />2'-0" <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 />STRUCTURAL PLANS <br />(1) 2"X4" TYP. <br />(2) 2"X6" TYP. <br />SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />COLUMN DETAIL <br />/2 0 <br />FRONT ELEVATION — B1 <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 11150 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 verged 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 />L <br />c� <br />0 <br />N O <br />z <br />z <br />M <br />cl- N <br />- M <br />N a <br />z � <br />^' 0 <br />� <br />1W —/) <br />T Y <br />� w <br />U < <br />.O <br />r„ <br />Q <br />N �� E � N <br />w. <br />� � o <br />U m <br />w m <br />o g <br />I <br />= <br />U o <br />c CO <br />Y <br />®o <br />Q,78 <br />N i�D <br />N <br />o <br />W <br />8 ssZo is <br />U) Z U W W <br />LL I`.pLU <br />iL1J�g��'%//�� a <br />Z <br />``1 3 <br />10 . �►!� <br />LL <br />0 <br />��/��'tltlii11VONN <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, Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />coZ <br />M <br />M <br />M <br />¢ <br />� <br />z <br />LL. <br />Q E <br />E OU <br />zO <br />w� <br />> T <br />�o <br />Z® <br />oa <br />F— CU B <br />�O <br />R� <br />a¢ <br />�o <br />oz <br />Q <br />z <br />N r6 <br />¢z <br />o <br />ww <br />Y <br />>O z <br />G <br />Z <br />� <br />a� <br />a Z <br />C> <br />cD <br />Jz <br />aF <br />�o <br />a <br />st <br />zR <br />° 3 <br />c O <br />0 <br />^L1 <br />W <br />c <br />�..� <br />LJ. co <br />-J <br />O <br />LO <br />._ zLO o <br />T' <br />I� N N <br />r <br />ai <br />r <br />M cy) <br />3 N N <br />o <br />Z <br />Z <br />E CD N <br />E <br />f0 <br />C <br />0 <br />U J ¢ 0 <br />J <br />JOB <br />NO: 19-5905 <br />SCALE: AS NOTED <br />SHEET NO. <br />3.1 <br />