Laserfiche WebLink
Ti< <br />a <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />a5 <br />25 SH 25 SH <br />-R <br />i <br />T.O.M. <br />------ — --— — — — — — — — — — — — — — — — — — — — — — <br />T.O.M. GAR. <br />----------------- -- <br />/ ENTRY --n / WEEP <br />HDR. HGT. <br />SCORED 7 r7 1 l� <br />STUCCO BANDS V V <br />o? 1=1 El El El <br />i9 <br />El El El = El El I� <br />CV <br />I. FLR.— --- ------ ------ -- <br />HGT. <br />---------------------------- — <br />SCORED STUCCO <br />BANDS ---\ <br />16070 OVERHEAD DOOR <br />SCORED <br />STUCCO <br />BANDS <br />r <br />" <br />SILL DETAIL, <br />SCALE: 3/4" = 1'-0" <br />SCORED <br />STUCCO <br />—+---- BANDS <br />EXTERIOR PLASTER <br />ON FRAME <br />12 <br />�5 <br />a a TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />SCORED STUCCO <br />BANDS <br />Fol U <br />FRONT ELEVATION - A <br />SCALE: 1/4" = V-0" <br />1. FLR. 1----------------------I---J-- <br />y <br />I <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />I/ 5 <br />HEAD DETAIL <br />SCALE: 3/4" = 1'-0" <br />SCORED <br />STUCCO' <br />BANDS <br />---------------------------- ------ ------------------- <br />,-- FLASHI NG <br />CJ / WEEP <br />35 SH <br />-------------------------------------------- <br />c <br />i• <br />L. T-6' <br />DECO SHUTTER <br />SCALE: 3/4" = 1'-0" <br />RIGHT ELEVATION - A <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <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. (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 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 />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 />0O <br />;0 ti <br />�V N <br />�.- X <br />N <br />CV <br />C" - o- <br />c <br />N <br />i=(vim <br />C0 � a as <br />.-- <br />73 c li <br />_ - <br />—' <br />``L <br />U) <br />E <br />r 0 ..`� <br />w <br />> <br />Y 0 O <br />- LL1 <br />s 1111MI till <br />ti5 I9 <br />C <br />..2 � <br />. JF e c <br />e <br />® <br />WA <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 />N <br />0 <br />aCDo <br />a ti <br />E °D <br />S to r xx <br />N - <br />O N - J <br />N 6 m - J LL <br />.i 0 <br />7 In C9 in X.k L', LLI <br />N <br />cno- LL w a_ <br />N <br />NMcr a' Y <br />M <br />Lu <br />J LL LL d� <br />Z <br />Z <br />_�� a`o <br />� <br />r �o O � w <br />� 'm c5 co � O J <br />W(�pjO' <br />dM< <br />x <br />a <br />U) coz Lo O <br />Z <br />O U U <br />W <br />❑ 0 <br />U M <br />z N <br />o g <br />z o � <br /><c <br />J <br />W <br />V) <br />Z a <br />0 <br />0 <br />w <br />O <br />N <br />v):D <br />w o <br />c <br />w � <br />o <br />C.0 <br />¢ <br />Z <br />M <br />M <br />w <br />Z <br />C <br />u- <br />E <br />z o <br />z <br />¢� <br />Q <br />� oZ® <br />w <br />cv <br />F— N <br />—W <br />0 <br />x� <br />00 <br />.0 <br />Z <br />D B <br />CN <br />a¢o¢ <br /><z <br />o <br />¢z <br />WZ <br />i <br />Q <br />om <br />m0 <br />~O� <br />Z <br />a�i <br /><w <br />to <br />F <br />o< <br />Z z <br />30 <br />Q <br />LLa <br />� w <br />W <br />U <br />� <br />�� <br />az <br />_0 <br />w, <br />>° <br />MJ <br />o <br />a <br />Oo3 <br />ct <br />�¢ <br />.� p <br />J <br />>M <br />ai <br />rn <br />�a <br />C� <br />O <br />CID d' <br />CM <br />Y <br />T <br />r^ <br />VJ m <br />N <br />0 <br />O <br />o <br />N <br />Lo <br />N <br />Q <br />N <br />r <br />ai <br />CU <br />� <br />N <br />6 N <br />o <br />z <br />z <br />co <br />a. <br />E <br />0 � <br />a; <br />a o <br />JOB <br />NO : <br />22-02376 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />k <br />o- <br />LU <br />. i <br />