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EXTERIOR PLASTER <br />ON FRAME <br />12 <br />5L,,�> <br />25 SH 25 SH <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />4' OFFRIDGE VENT12 <br />__ <br />5 <br />CJ <br />1/2 33 SH <br />T.O. <br />HDR <br />------------------------------------------------------I---2ND <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />T.O.M. <br />T.O.M.( <br />HDR. H( <br />FIN. FLF <br />CJ / WEEP <br />35 SH <br />6068 SGD <br />r; <br />T.O.M. <br />— — _ HDR. HGT. <br />FIN. FLR. <br />REAR ELEVATION - ELEV-B <br />SCALE: 1/4" = 1'-0" <br />M OCnf-1 AQQ QLJINIf f C IAIQTAI I Mn AO MMM <br />RIGHT ELEVATION - ELEV-B_ <br />SCALE: 1 /4" = V-0" <br />_RIOR <br />'TER ON <br />JI E <br />"URED <br />NTITIOUS <br />iH 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 />txtenor 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.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 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 />N <br />Z d � <br />y W <br />--� <br />=`°mx <br />rn ca N s <br />d <br />©-_r-, <br />L3 .3 m <br />cc d v w <br />y c CD <br />_ as eo <br />to <br />M <br />N <br />0 <br />N <br />N <br />0 <br />L01 <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />u' <br />H of <br />0 ID co <br />� <br />j � `O <br />o toU) r J <br />/N ej M 4 i4 LL <br />Q J 25z LL <br />W <br />m <br />J L L <br />Z 6a a <br />coo z � <br />y <br />i W U) m w <br />J <br />Z <br />LL <br />Lo NZ a <br />Z N OU < U <br />W ❑❑ <br />N ("J <br />o g <br />Z 7T N <br />z o <br />Q <br />J <br />d � <br />W <br />a-1 Cf) <br />t13 LL, <br />O g <br />N <br />IN F_ ' <br />wia <br />1170 e— u) <br />Lu <br />a ' � L <br />m <br />U )Co <br />o <br />w <br />M <br />Q <br />� � <br />Z <br />G <br />E E <br />Q� <br />Q O <br />i= V <br />w <br />aF <br />zp <br />o n <br />f� f6 <br />E <br />m <br />O¢ <br />- o <br />U <br />o< <br />&Z <br />Za <br />O <br />dz <br />¢o <br /><o <br />.z <br />fu <br />M <br />U <br />mo <br />0 <br />of <br />m J <br />�m <br />¢w <br />3 <br />CC, <br /><° <br />o� <br />1z <br />W <br />m <br />a0 <br />aLL <br />w <br />(D3 <br />�6 <br />v <br />N <br />y0 <br />a <br />o3 <br />cC:) <br />;n <br />> (� <br />rn <br />m <br />c� <br />(Q Ln <br />r <br />:3 N a <br />L0 <br />Q <br />) °o <br />J <br />N <br />^ <br />LJ.. <br />o <br />4-1 m 1= <br />LO <br />O LL <br />LL <br />�. <br />M N <br />m <br />0) <br />0 <br />LO <br />N <br />Q N N <br />r <br />E <br />C° L <br />z <br />Z <br />u) <br />r <br />n <br />E <br />o a <br />cc <br />U J Q 0 <br />J <br />JOB <br />NO: 23-04902 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />