Laserfiche WebLink
V <br />in <br />T <br />O <br />80 fO <br />2m <br />CLC <br />A7 <br />op <br />60 <br />LEFT ELEVATION_ <br />SCALE: 3/16" = V-0" <br />RIGHT ELEVATION <br />SCALE: 3/16" = V-0" <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 />I 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. (Refer to sheet SN1 for the engineered method for <br />Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ <br />6" O.C. vertically/horizontally into the framing members. <br />Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. <br />min. @ 6" O.C. vertically/horizontally or compatible adhesives, <br />exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. <br />or in a semi -continuous bead between the solid plaster base and <br />the solid portion of the key attachment flange. <br />Control Joints: Install control joint lathing accessories in <br />conformance with C1063. Lath shall not be continuous through <br />control joints, but shall be stopped and tied at each side. <br />All accessories shall be in accordance with the latest ASTM <br />C 1063 & ASTM C 1861, <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 0920 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 Flashinas <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 />REV. 09.24.21 <br />0 <br />c x <br />0, LL rZ <br />L <br />® 0 X— <br />LID <br />U <br />) <br />a) <br />3 _> .� <br />CL <br />)), 0 O <br />LU <br />c� <br />GV <br />O <br />CV <br />C'> <br />c� <br />CV <br />0 <br />ikQ �OrG <br />pk [� s <br />e G>> X%`' 8750 <br />�T rr1 T E OF ((�s <br />C\��.aa <br />3•zi <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only <br />for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />Fao EC Q oo M 8 N <br />a^D <br />N N . # J <br />LL <br />O C co J <br />0 5 rn °`°° (n sc " a <br />fA to � � -c w <br />u. rz Y <br />a � m ov <br />C J W L j <br />� LU <br />J W W a <br />K <br />(� O <br />Z f°�v O <br />13 <br />,m o O <br />19 j%N c0 WM O J <br />M <br />(0 . ¢ ¢ <br />a <br />Z -j <br />LL N c.N) Z X rn O <br />ILW <br />Q U <br />O <br />Z <br />W ❑❑❑ <br />z N M <br />z o <br />z <br />N <br />� Z a <br />0- <br />4-1 <br />t'C9 w <br />U <br />0 W oOft <br />N <br />c <br />u, <br />f- -' E <br />i <br />z� <br />= w � <br />0 'o <br />• <br />Q No <br />i� <br />o <br />co <br />W <br />M <br />o a <br />o <br />Z <br />Z <br />J <br />LL <br />m ¢ <br />o O <br />Q <br />E <br />z <br />Z® <br />o a <br />¢� <br />XU <br />�o <br />o <br />U0 <br />000u <br />C] E <br />a � <br />Z <br />D <br />a� <br />Q° <br />wo <br /><o <br />ww <br />tt� <br />ra <br />C <br />z <br />y <br />U <br />�m <br />mo <br />o <br />O � <br />Z <br />Z <br />a� <br />aw <br />w <br />O <br />�� <br />o <br />O <br />aZ <br />W <br />V <br />w <br />� <br />< o <br />ozz <br />rk <br />� <br />coo <br />F <br />ao <br />d' <br />zl�a' <br />OO 3 <br />c 0 <br />� <br />m <br />m <br />`m <br />� <br />CN <br />CID <br />CV <br />(IDCn <br />N <br />Ln <br />N <br />r <br />N <br />00 <br />o <br />U)CV <br />N <br />r- <br />0 <br />N <br />L0 <br />N <br />O <br />CM <br />r, <br />04 <br />r <br />G6 <br />T M <br />m <br />w N <br />N rri N <br />o <br />Z <br />Z <br />E (Vcn <br />ig a. <br />;_ <br />U q p <br />JOB <br />NO: 22-02407-02402 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.2 <br />