Laserfiche WebLink
Ei <br />Q <br />00 <br />R <br />L0 <br />LO <br />Cr <br />r <br />19 <br />O <br />0 <br />M <br />cD <br />0 <br />I <br />N <br />J <br />00 <br />0 <br />L0 <br />LO <br />L <br />0 <br />Cr <br />0 <br />CID <br />0 <br />J <br />M <br />0 <br />I <br />r14 <br />i <br />N <br />1.0 <br />0 <br />Ln <br />0 <br />i <br />V7 <br />d <br />O <br />.� <br />a <br />rn <br />.Y <br />Q <br />r� <br />0 <br />i <br />n. <br />E <br />H <br />a <br />E <br />0 <br />J <br />c <br />0 <br />0 <br />0 <br />W <br />tZ <br />N <br />O <br />N <br />coo <br />0 <br />0 <br />a <br />0 <br />tp <br />tC <br />0 <br />0 <br />0 <br />0 <br />3 <br />CU <br />Z <br />W <br />m <br />12 <br />5� <br />12 <br />�5 <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />35 SH CJ CJ CJ 25 SH r r-%mivl r- <br />----------------------------------- ---2nd FIN. FLR. <br />-------- 6_0------ FLASHING ----- 14'-10"------------- <br />0. <br />40 <br />------- ---- -- T0.M. <br />— ---------------- <br />CJ /WEEP <br />H_DR HGT. <br />12 <br />SHINGLE OR TILE ROOF PER 5� <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />35 SH ME -­,� [ <br />FIN. FLR. FIN. FLR <br />5068 SGD <br />REAR ELEVATION - Al <br />16-0" RIDGE VENT <br />T.O.P. <br />HDR HGT. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />1'-0" <br />LEFT ELEVATION - Al <br />E: 1 /4"=1' <br />N <br />M <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 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.xl-1/2" long (3/4"-V 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 />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 />cra <br />C" <br />o <br />caz <br />&SIn <br />N <br />as .., e•� Y <br />c E <br />R' 0 <br />c�. W <br />t�v\N <br />fff,,f��frs', <br />INaj <br />NN <br />_NZ SE <br />i <br />w r <br />( V <br />: = <br />J Q <br />C. <br />''sue' '•.'••.......••'•�p``�,�.,,ti <br />oII <br />i I I ti t\Oy\\N <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 />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 />,p t a <br />ago <br />ya <br />JtOB v <br />O E <br />U <br />O N o <br />c <br />.� uIllp <br />OD <br />N <br />r <br />y <br />w A.Q <br />J <br />N CD22S5 LL <br />C <br />U u_ LL 5 W <br />W a <br />-o� <br />—a 1 <br />Caa <br />t O <br />aV W <br />O (a N Y <br />W <br />�y3 Z <br />LL �n <br />r6�6r'o' m w <br />CO O <br />u) ch <br />N Z Q <br />O U 0 o <br />Z <br />,: W <br />❑ ❑ <br />(D <br />CD M <br />z N <br />o <br />z � N <br />z o � <br />—o <br />J <br />M <br />z <br />1AQ) <br />m <br />wcn <br />O <br />V) <br />N <br />w oo <br />c N <br />in <br />uea <br />(� <br />c— <br />c <br />J <br />=w <br />U o <br />c co <br />0 <br />�® <br />N <br />II� <br />ti <br />o <br />J <br />W <br />M <br />M <br />J <br />ZO <br />z <br />z <br />4 <br />LL <br />i? EO <br />co CJ <br />co <br />ao <br />o0 <br />z <br />>N <br />Zo <br />z® <br />❑a <br />1— rC3 <br />R� o <br />00 <br />o <br />p <br />�� <br />%a <br />0¢ <br /><=Wz <br />ao <br />(. ((0(0 <br />C <br />o C <br />3a <br />or <br />mO <br />o� <br />zF <br />Z <br />m N <br />,2 <br />4 W <br />C) <br />z <br />MENz <br />c� <br />o <br />ao <br />o <br />w <br />c� <br />i° <br />M <br />V <br />za <br />d ti <br />Ov <br />0 <br />�(.0 <br />J <br />Lnm <br />12 <br />Qom^,, <br />co <br />i <br />It <br />O <br />CL <br />Y <br />O <br />O <br />C0 <br />m <br />V_ <br />LO <br />T— <br />O <br />cM <br />I <br />o <br />CD <br />OO <br />.0co <br />-0 <br />m <br />CD <br />Q <br />T <br />tD LO <br />m <br />E <br />E <br />CD <br />o <br />z <br />m <br />z <br />E O <br />ca <br />c <br />d <br />E <br />0 J <br />Q 0 <br />J <br />JOB <br />NO: <br />23-06134 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />