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BE <br />r­]M�M�l A�n �1 IIKI�l r­ Mln�Al I �M A� M�M <br />EXTERIOF <br />PLASTER <br />FRAME <br />TEXTUREC <br />CEMENTITI <br />FINISH ON <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 4, bFFkIDGE V�NT <br />5 <br />12 <br />5 <br />(2) 25 SH <br />EXTERIOR PLASTER <br />ON FRAME <br />2ND FIN. FLR - - — — -- — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — - <br />T.O.M -- — — --- — — — — — — — — — — — — — — <br />CJ / WEEP <br />HDR. HGT. L <br />C? <br />Eo� I I <br />FIN. FLR._ — _ _ I _ _L . . . <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />35 SH <br />----------------------- I ------ <br />REAR ELEVATION — A <br />SCALE: 1/4" = 1'-0" <br />LEFT ELEVATION — A <br />SCALE: 1/4" = 1'-0" <br />T.O.M. <br />T.O.M. @ <br />ENTRY <br />DR. HGT. <br />FLR. <br />I <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 C1 063, or ASTM C1 787 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 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.xl-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 />C1 063 & 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 ASTMI 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, AAMIA 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 />m <br />----- ------ <br />C2 <br />s:; 2 V <br />,S­"� A, 1011�tg <br />J10 <br />31: <br />!t <br />> <br />C3 <br />10 <br />\0 OWN <br />.......... <br />'S E <br />.Z 01 <br />3 <br />'F E SS\0 <br />To the best of the Engineers knowled7e, —information and bell ef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineers signature and seal, <br />MM 0 <br />W -,;r <br />0 0 <br />an <br />00 <br />U 0 0, co <br />N C) <br />C: Lu <br />LL L.L <br />11 Cl) 'IT <br />13 <br />co 3: <br />4 9;s <br />lit 0 <br />HJ :3 M <br />0 2 r- 0 <br />W U5 C� M <br />Z Z� 0 <br />LL C) <br />U <br />M b <br />Z 0 U) <br />W El El <br />O�O <br />V) <br />LU <br />0 L.0 <br />L <br />S <br />U" <br />E <br />0 0 <br />U) <br />0 <br />co <br />CY'> <br />Z <br />< <br />cd- E <br />0-0 <br />E 0 <br />.0 <br />1 <br />ZS <br />0 <br />00 <br />C1 <br />E <br />20 <br />< <br />0 < <br />Z <br />8 <br />=) ro <br />CN <br />I <br />< � <br />-0 <br />.1 <br />< , <br />Z <br />< <br />'0 <br />Z <br />C/3 <br />Z <br />U) <br />0 -n <br />Z <br />00 <br />age <br />2 <br />Z <br />son <br />< 0 <br />CD <br />Z� <br />10 <br />CD <br />(0 <br />�i <br />10 <br />a) cy) <br />> <br />0 <br />qt <br />0) <br />E2 <br />Ca <br />0 <br />a) <br />L_ <br />M r-_ <br />CY) <br />CU <br />:3 C:) <br />C)7 <br />0 <br />U) <br />4- <br />LO <br />a) <br />0 <br />qqt <br />co C,4 <br />04 <br />0 <br />0 <br />U') <br />LO <br />CD <br />T— <br />E <br />CV) <br />co 00 <br />ca <br />Z <br />E <br />CU <br />C: <br />CC <br />E 6 <br />0 M <br />_J Q <br />JOB <br />NO: 22-09401 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />