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r <br />t� <br />c <br />a <br />HFFI <br />-------------- <br />12 <br />5� <br />F2 <br />12 <br />5� <br />F4 <br />F5 <br />12 <br />5 <br />1"x10" SMOOTH <br />TEXTURED BAND <br />I SOONER <br />IM-11MENME OWN M7�mo <br />FRONT ELEVATION - Al <br />16-0" RIDGE VENT <br />3'-0 RIDGE VENT <br />12 <br />�5 <br />T.O.M. <br />i — LIV------------------------------------------------------- HDRHGT. <br />------------------------------------------------ -- <br />1'-8" _ <br />�N <br />TEXTURED <br />3'-O" _ o <br />CEMENTICIOUS o <br />FINISH ON C.M.U. bo ao <br />(TYP. ) co <br />25 SH 25 SH <br />--------------------------------------F.FL. <br />LEFT ELEVATION - Al <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, felt 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 />proper joint 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 />c:0 <br />N <br />tS> <br />�,a`®aaterrrr►r���,► <br />EwKOy,'+• <br />o <br />�•� P . i <br />w <br />:cc= <br />LU <br />F,r•it <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 2020 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />Q <br />h <br />V E <br />p M$ 0 r ik <br />N m N# J <br />0' <br />N <br />C J <br />W <br />a� <br />00 <br />r-[-�-0 - W a <br />co q ° Y <br />JLLILL a L <br />0 <br />Z <br />r m 0 <br />i <br />W <br />5 'rp car co L O <br />0 29jO' a <br />Z <br />IL <br />LL <br />d a <br />a <br />Mz o <br />a <br />N it L <br />0 U U <br />Z <br />W <br />o g <br />z W <br />z <br />o <br />N <br />M <br />z <br />U <br />�-J <br />Qi <br />o <br />(6 w <br />Ow <br />N <br />N <br />® <br />U <br />w <br />� E <br />..y <br />L <br />U o <br />u) <br />¢ <br />to, <br />N <br />14 <br />O <br />clo <br />w. <br />M <br />o <br />2 <br />u_ <br />E E <br />o <br />Z 0 <br />WO <br />� <br />y N <br />¢R <br />Z® <br />oa <br />�o <br />F_ <br />_ <br />c <br />aI <br />oQ <br />N <br />o <br />¢o <br />ao <br />d2 <br />xw <br />L <br />m� <br />o <br />z <br />Ow <br />'a <br />N OJ <br />to J <br />m <br />a' <br />mz <br />o <br />co <br />o m <br />z <br />CJ <br />¢ o <br />a2 <br />tiw <br />¢ <br />3 <br />o <br />O <br />wa <br />� <br />moo <br />a 2 <br />O <br />z <br />5 <br />O~ <br />U 's <br />O <br />O <br />> Ln <br />V <br />m <br />'^ <br />ca <br />0 <br />W <br />0 <br />O <br />O <br />�, <br />' / <br />j <br />N <br />r•^. <br />Y <br />O <br />O <br />U <br />O <br />i— <br />m <br />o <br />r <br />o N <br />CF) <br />= O <br />r <br />Lo <br />0) N <br />m <br />r <br />E <br />(� <br />o <br />� <br />E p <br />u) <br />d <br />U <br />Q p <br />� <br />JOB <br />NO : <br />21-2031 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />