Laserfiche WebLink
60 <br />io <br />12 <br />5� <br />HEEL 12 <br />-------------- — — — — — — -- ---- — <br />T.O.M. F4 N <br />HDR HGT. <br />TEXTURED <br />CEMENTITIOUS FINISH 7r <br />ON C.M.U. (TYP.) <br />2" x 4" SMOOTH 1 <br />TEXTURED <br />SILL / BAND <br />-------- F <br />I <br />al <br />I <br />I <br />as I <br />I <br />I <br />I <br />I <br />I <br />I <br />F.FL. <br />—-------------------------------------- <br />12 <br />5� <br />4' RIDGE VENT <br />12 <br />�5 <br />IINI MIENS <br />01010101miNIN I <br />FRONT ELEVATION — B1 <br />SCALE: 1 /4"= V-0" <br />18' RIDGE VENT <br />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 />-------- T.O.M. <br />- — — — ------------------------------------------------------------ HDR HGT. <br />1'-0" <br />TEXTURED <br />3'-0" `�— TEXTURED _ <br />CEMENTITIOUS CEMENTITIOUS b <br />FINISH ON C.M.U. FINISH ON C.M.U. co co <br />(TYP.) <br />(TYP.) iD <br />LEFT ELEVATION — 61 <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 <br />C926 and ASTM C1063, or ASTM C1787 and the provisions of <br />this code. <br />R703.7.1 Lath. <br />Lath and Lath attachments shall be of corrosion -resistant <br />materials. Expanded metal or woven wire lath shall be attached <br />with 1-1/2" long, 11 gage nails having <br />a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in <br />accordance with ASTM C1063 or C1787, or as otherwise <br />approved. <br />R703.7.2 Plaster. <br />Plastering with cement plaster shall be not less than three coats <br />where applied over any type of code -approved lath and shall be <br />not less than two coats where directly applied over masonry, <br />concrete, clay brick, stone, or tile. If the plaster surface is <br />completely covered by veneer or other facing material or is <br />completely concealed, plaster application need be only two coats, <br />provided total thickness is as set in Table R702.1(1). <br />Cement plaster shall be in accordance with ASTM C926 and <br />material shall be in accordance with one of the types listed in <br />R703.7.2. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed as required in Section <br />R703.2 and, where applied over wood -based sheathing, shall <br />include a water -resistive vapor -permeable barrier with a <br />performance at least equivalent to two layers of Grade D paper. <br />The individual layers shall be installed independently such that <br />each layer provides a separate continuous plane and any flashing <br />(installed in accordance with Section R703.4) intended to drain to <br />the water -resistive barrier is directed between the layers. <br />R703.2 Water -Resistive Barrier. <br />One layer of No. 15 asphalt felt, free from holes and breaks, <br />complying with ASTM D226 for Type 1 felt or other approved <br />water -resistive barrier shall be applied over studs or sheathing of <br />all exterior walls. No. 15 asphalt felt shall be applied horizontally, <br />with the upper layer lapped over the lower layer not less than 2 <br />inches. Where joints occur, fell shall be lapped not less than 6 <br />inches. Other approved materials shall be installed in accordance <br />with the water -resistive barrier manufacturer's installation <br />instructions. The No. 15 asphalt felt or other approved <br />water -resistive barrier material shall be continuous to the top of <br />walls and terminated at penetrations and building appendages in <br />a manner to meet the requirements of the exterior wall envelope <br />as described in Section R703.1. <br />R703.4 Flashing. <br />Approved metal flashing, vinyl flashing, self -adhered membranes <br />and mechanically attached flexible flashing shall be applied <br />shingle -fashion or in accordance with the manufacturer's <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturer's instructions. All flashing shall <br />be applied in a manner to prevent the entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. <br />Self -adhered membranes used as flashing shall comply with <br />AAMA 711. All exterior fenestration products shall be sealed at <br />the juncture with the building wall with a sealant complying with <br />AAMA 800 or ASTM C920 Class 25 Grade NS or greater for <br />properjoint expansion and contraction, ASTM C1281, AAMA 812, <br />or other approved standard as appropriate for the type of sealant. <br />Fluid -applied membranes used as flashing in exterior walls shall <br />comply with AAMA 714. The flashing shall extend to the surface <br />of the exterior wall finish. <br />Approved flashings 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 intersection. <br />• At Built-in gutters. <br />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />G� <br />L <br />0 <br />O <br />0 <br />N <br />N <br />0 <br />L E t rV <br />.��o��•• 0c•� h' s;� • ivs� <br />• <br />• <br />•� N E78750 <br />r <br />• '0 <br />E O F .41 <br />AX-����` <br />IN <br />To the best of the Engineers knowledge, IMormation end belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />a <br />Go <br />— <br />i x <br />O N J <br />!' <br />0 <br />yCb J lL <br />7 c0 Jl 40 LL W <br />OIJI <br />�i <br />\� <br />rn cli LL aw a <br />y M � 2Sz cuYf, <br />J LL u-5 d7 S <br />= <br />0 <br />_ c o O W <br />W <br />C� Cr 0 _J <br />Cj a 0. <br />LLacV <br />ILW <br />Go a <br />c.. Z U co <br />O <br />= <br />U ❑❑❑ <br />0 co <br />z N <br />z <br />z o <br />v <br />J — <br />d � <br />N <br />� <br />M <br />z <br />U 8 <br />4-, <br />LU <br />0 <br />L. 8 <br />N <br />N <br />c_ <br />.) <br />'. <br />U <br />L.LJ J <br />C <br />�ffi <br />M <br />0` <br />g� <br />U_ <br />(E E <br />Z; <br />oo <br />>� <br />ZQ <br />Q <br />C <br />o E <br />-Z'WM <br />go <br />W <br />Z <br />N C <br />as <br />a <br />rc� <br />ram+ r_ <br />mZtt� <br />y <br />O <br />WN <br />U; <br />0 <br />w0a <br />Nw <br />�G <br />WZ <br />2 <br />Zia <br />001 <br />3: <br />O <br />121) <br />O <br />rn <br />L° <br />m <br />0 <br />L <br />�` <br />c <br />� <br />• � <br />J <br />r <br />N <br />.Y <br />U <br />C CID04 <br />v <br />CEO <br />T <br />E CDLo <br />VJ <br />T� <br />O) <br />M <br />T <br />T� <br />.L <br />00 <br />E <br />c <br />O <br />M <br />Z <br />Z <br />E <br />E <br />In <br />m <br />w <br />M <br />fC <br />C <br />n <br />U J <br />Q Q 1 <br />J <br />JOB <br />NO: <br />21-4277 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />