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, <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 />12 ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />FIBEREGLASS SHINLGE INSTALLED 5.0 TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />l '. -4' OFF RIDGE VENTr LOCATION PURPOSES. <br />AS PER MANUFACTURER ter- n <br />SPECIFICATIONS - - r - � �r �.. <br />TJ i I I-, r Y i �_� —r Exterior Covering <br />5.0 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />HEEL HGT. - - - -� -r <br />- r <br />T.O.P. �- 7 — — <br />—- - <br />12 <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />35-SH <br />R---t--------------------------![--]- <br />REAR ELEVATION - B <br />SCALE: 1 /4" = 1'-0" <br />9'-0" RIDGE VENT <br />2'-0" <br />1 H3-SH <br />-------------------------------------------------------+---FI <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />LEFT ELEVATION - B <br />SCALE: 1/4" = 1'-0" <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 />M <br />A <br />t� <br />o <br />..a <br />CD -U <br />W <br />i t <br />c , M w N <br />�+ <br />CN <br />� d <br />•� E s c <br />L., <br />c <br />CD <br />y O.� <br />' c E <br />� <br />O~ '��• S ••• <br />'•N <br />If <br />^ �2� <br />e <br />U <br />G OF T <br />to <br />A�aalllll�ol��e <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 />W <br />a <br />E <br />o N <br />v, <br />c <br />0)00 <br />a <br />.0 m Ro <br />0 <br />d <br />3� <br />rnI�- L # <br />M V ik LL <br />Q <br />N J <br />a <br />J LL LL W <br />li Y <br />yo o <br />m <br />W(ng°_�' <br />T. <br />W <br />LCo O N Z Q J <br />Z <br />N O U m <br />W <br />Z N M <br />O 00 <br />Zco <br />Q <br />J <br />d <br />U <br />V) <br />M <br />Z a <br />W <br />� <br />4-1 <br />� <br />,., <br />OLL1 <br />to <br />�V) <br />o <br />w <br />in <br />U 6 <br />w <br />F— J E <br />— O p <br />V <br />A, <br />U o y <br />c U) <br />¢ 0 <br />N <br />O <br />M <br />M <br />J <br />Z <br />W <br />Z <br />Q <br />LL- <br />IZ E <br />E 0 <br />�o <br />off <br />>� <br />© <br />on <br />H lB <br />0 <br />00 <br />o E <br />co <br />o <br />aQ <br />fu <br />wo <br />ww <br />c <br /><o <br />z <br />a <br />U <br />W� <br />mo <br />oZ <br />z <br />m J <br />m <br />F`a <br />aw <br />z <br />Zo <br />o� <br />g <br />az <br />Z <br />W <br />T <br />m <br />w. <br />�� <br /><o <br />oLL <br />N <br />_� <br />�� <br />r3 <br />c0 <br />E <br />> Lo <br />Oa) <br />m <br />m <br />c9 <br />� <br />M <br />T <br />^ <br />T <br />CrCcT <br />0- <br />U) m <br />—JM <br />M <br />N <br />LO <br />T <br /><LO <br />Cfl <br />T <br />CD <br />� <br />M <br />M \ <br />� <br />o <br />Z <br />M <br />Z <br />E T <br />E <br />c <br />.. <br />U <br />d p <br />JOB <br />NO: <br />23-06109 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />