Laserfiche WebLink
r <br />r <br />r <br />5 <br />4 <br />12 <br />4.01 <br />RAISED BANDS OR FOAM <br />PER COMMUNITY <br />SPECIFICATIONS <br />E E P <br />C"! <br />SCORED <br />STUCCO <br />N 4". 00 <br />12 <br />15.0 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />2ND <br />T.O.M <br />------- ---- ----------------- <br />-- -------------------------------- ------- <br />�ul <br />El El El El D F-] <br />—TEXTURED <br />E] El I--] LJ F-1 El El L-1- <br />i <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />_____FINFLR <br />FRONT ELEVATION - A <br />SCALE: 1/4" = V-0" <br />9'-0" RIDGE VENT <br />12 <br />15.0 <br />60 <br />FIBEREGLASS SHINILGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />CJ1WEEP <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />T 0 KA <br />— — — — ]JI — — — — — — — 1____F <br />LEFT ELEVATION - A <br />SCALE: 1/4" = V-0" <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />0 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 txterior uovering I <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 C1 063 or C1 787, or as otherwise <br />approved. (Refer to sheet SN 1 for the engineered method for <br />Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.xl-1/2" long (3/4"-V crown) staples @ <br />Masonry Application: Concrete stub nail, 3/8" (110 mm) head dia. <br />min. @ 6" O.C. vertically/horizontally or compatible adhesives, <br />exterior gun -grade, construction adhesive with V 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 />C1 063 & ASTM C1 861. <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 C1 281, 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 />REV. 09.24.21 <br />ca <br />00 <br />1% <br />W G <br />I-- <br />CJ <br />C:) <br />C'J C14 <br />Cc <br />CD <br />E <br />W CP S= <br />cu <br />CU <br />n <br />E <br />V",o VV <br />. ....... .. <br />CIAN <br />0 <br />14, A) <br />1 0 r. E S S <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications rontained 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 beahng <br />Engineer's signature and seal. <br />W <br />'IT E <br />0 <br />CD co 8 <br />0 <br />C <br />'D, 6 <br />00 a) N W <br />C0 <br />04 0 LL <br />co <br />C —1 <br />Co U, <br />LU <br />(L <br />'Fu <br />C , <br />C) <br />W <br />co C� 0 <br />0 2 <br />W <br />Z <br />LL <br />LL <br />U) <br />- :� , <br />LO Z r <br />a <br />Z <br />C14 < W 0 <br />b <br />W <br />0 W <br />11 El <br />< <br />V) <br />0 <br />L, <br />4 —J <br />, <br />j; <br />LU <br />0 <br />V) <br />LLJ <br />JM <br />ilk <br />V) <br />Lu <br />. . . ....... <br />E <br />C) 0 <br />< 0 <br />C.0 <br />co <br />Cl) <br />Z <br />2 <br />Z <br />U_ <br />E <br />0 <br />E u <br />@ <br />_(L) <br />< <br />0 <br />Z <br />E <br />C14 ra <br />t <br />< Z. <br />0 < <br />Z <br />:tL- ro <br />=3 <br />< <br />.0 <br />I , <br />0 <br />Z <br />U) <br />10 M, <br />Z <br />00 <br />CL <br />W <br />U <br />CD <br />Z <br />W <br />0 <br />c::, <br />CD <br />10 <br /><, <br />00 <br />C:) <br />Lo <br />ca <br />—0 <br />0 <br />co <br />CIO <br />C:) <br />< <br />0- .. <br />co <br />C) <br />CL <br />U) 0 <br />+.J <br />LO <br />0 <br />C:) <br />(4 <br />0) <br />N C) <br />LO <br />< <br />r- 04 <br />C) <br />E <br />6i 00 <br />0 <br />Z <br />M <br />Z <br />=3 <br />E Ir— <br />- <br />ca <br />0 0 <br />0 _J <br />'0 <br />< <br />_J <br />)OB <br />NO: <br />22-09404 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />w <br />