Laserfiche WebLink
SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS —� <br />HEEL <br />HDRHGT. _ _______ <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) —, <br />12 <br />5� <br />F1 <br />12 <br />5 <br />F4 <br />F5 <br />FIBERGLASS SHINGLE INSTALLED <br />12 AS PER MANUFACTUER <br />SPECIFICATIONS <br />5 <br />1"x10" SMOOTH <br />TEXTURED BAND <br />------------------------------------- <br />-------------------------- <br />ID ED] El 117:�1171 M 0 ED <br />FE] 17 1 1 IL I7E: <br />16070 OVERHEAD DOOR <br />3068 <br />FRONT ELEVATION - Al <br />13'-0" RIDGE VENT <br />12 <br />�5 <br />LEFT ELEVATION - Al <br />T.O.P. <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 1-112" long, 11 gage nails having a 7/16" head, or 1-1/2" long, <br />16 gage staples, spaced in accordance with ASTM C1063 or <br />C1787, or as otherwise approved. (Refer to sheet SN1 for the <br />engineered method for 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. verticallyJhorizontally 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 />C1063 & ASTM C1861. <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 />REV. 09.24.21 <br />C%4 o <br />-o <br />dLU <br />� W <br />C3 o s <br />v a I" <br />C '0 <br />N W d <br />Q <br />to <br />c �N= <br />,E>« <br />co jam¢ <br />E.. <br />:i <br />CM <br />O <br />CV <br />LID <br />o_ <br />' <br />ltiJ �', r•- � <br />,k. <br />' fJ„ <br />S T' ;'', E � ' <br />-`��t�91"sRSEt` <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 for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W E <br />��cj <br />fJ � # <br />_�_�c;° <br />O 's Lr) W In LL LL <br />(n r- r­ a LL Lu <br />N Ma a a <br />a aLLI a <br />( <br />z <br />Z O <br />L V p <br />0 co <br />o <br />Q <br />WM <br />ra2�°� ¢ F z <br />to w <br />Z 0 O <br />IL <br />ILW <br />n IN f=- <br />. I <br />OU ❑0❑ <br />�. <br />o g <br />z <br />z <br />J <br />- N <br />� <br />-J - <br />w <br />w <br />N C <br />w � <br />m <br />i <br />U o m <br />tffilID <br />N O <br />4 <br />o <br />J <br />rr <br />W <br />M <br />C*� <br />N � <br />O <br />Z <br />Q <br />� <br />cz <br />w� <br />Zo <br />o <br />Z <br />r6� <br />0o <br />° <br />o <br />&a <br />o� <br />�Z <br />z <br />o ¢ <br />�� <br />cn <br />C <br />a� <br />¢ <br />O=U <br />W� <br />' ° <br />ZZ <br />Z <br />m J <br />wm <br />° <br />aw <br />�z <br />S <br />a <br />o� <br />CZ) <br />T <br />Z <br />mZ <br />w <br />`W <br />� <br />o <br />>h <br />v <br />zI¢ <br />o <br />o Q <br />= <br />Lm <br />Q <br />0 <br />� <br />M <br />G <br />=3 <br />(� <br />J <br />Y <br />� <br />,— <br />o <br />CN <br />m <br />m <br />LO <br />QI <br />CIO co <br />Q <br />C0 No <br />CD <br />U- N <br />Cn <br />C(0 <br />�— <br />co 'Tr <br />T <br />E <br />w co <br />'F- <br />0 <br />Z <br />ca <br />E Q <br />m <br />a <br />E <br />U Q p <br />JOB <br />NO: 23-03656 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />