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12 <br />HEEL r 12 — \� <br />-------------- - -- -� �- - -��-- 5 - -- _�-- <br />OP <br />T.O.M. F4 N <br />HDR HGT. <br />- - - - - - - - - - - - - <br />TEXTURED F <br />CEMENTITIOUS FINISH ❑ <br />ON C.M.U. (TYP.) <br />I <br />o <br />- 2" x 4" SMOOTH <br />TEXTURED <br />SILL / BANDLit <br />I <br />I <br />I <br />I <br />F.FL.-------------------------------------- <br />4' RIDGE VENT <br />12 <br />5[:::� <br />--------- —-------------------------------------11-01, <br />— <br />2'-0" <br />12 <br />�5 <br />12 <br />Z�5 <br />18' RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />nF 1'-0---- <br />1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <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 />(: q1_1 <br />2"=1'-0" <br />FRONT ELEVATION - B1 <br />SCALE: 1 /4"= V-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />-------------- HDR HGT. <br />110A' 011C7:417 <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />00 <br />LEFT ELEVATION - B1 <br />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 -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 />a <br />a <br />0 <br />0 <br />z N O <br />zm � <br />o Q <br />�l M <br />N <br />dE3 <br />M <br />In � o <br />� <br />t Cj LL, o <br />a < <br />w ~ <br />V) c <br />�tJl <br />r— o <br />U in <br />0 <br />allw <br />C) o N <br />`� <br />• <br />® Q <br />c <br />¢ r 0 <br />�m <br />ry N <br />goN o � z <br />Z <br />W <br />•L) <br />N r� <br />U !` V h <br />.` <br />F .M <br />y <br />''OF=ES <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 />Engineers signature and seal. <br />r` <br />CDW <br />Mz <br />M <br />o <br />ZZZ <br />U_ <br />Q E <br />0 <br />zo <br />Wo <br />ym <br />Qs <br />Z® <br />W� <br />ra <br />o, <br />z <br />C'I <br />W O ro <br />o <br />¢ <br />w z <br />t <br />L <br />ro <br />O <br />z <br />Y <br />V <br />rum <br />m <br />O <br />O, <br />Z� <br />Q% <br />Q W <br />8 <br />Z <br />3z <br />W <br />Q <br />t/ W a <br />�� <br />ao <br />oCID <br />a <br />Ih <br />0, <br />00 , <br />0 <br />o T <br />rn <br />> M <br />L <br />C <br />N <br />,...� <br />-J <br />O <br />� � <br />O <br />L0 <br />z <br />L.n <br />o <br />M N <br />o <br />E <br />s <br />:3 N �; h <br />z <br />z <br />E O T <br />E <br />ca <br />a. <br />U � Q p <br />� <br />JOB <br />NO: 19-5901 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />