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i <br />a <br />12 <br />4.01 <br />s <br />RAISED BANDS OR FOAM <br />PER COMMUNITY <br />SPECIFICATIONS <br />N o CJ / WEEP <br />—N-- <br />SCORED ❑ ❑ <br />STUCCOV1 <br />00 <br />❑ ❑ <br />N r F <br />0 <br />N 4" 0 <br />12 <br />15.0 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />i< <br />EXTERIOR <br />FRAMEPLASTER ON <br />SHING <br />ME <br />---------------------------------- <br />----HDR. <br />a0oaaoaEllo? <br />V <br />50 <br />E]E]E1F_1E:1E1 E:1 --- I <br />00 <br />TEXTURED <br />CESHONIOUS <br />El DOa000a <br />FINISH ON <br />CMU (TYP) <br />__ <br />���� <br />❑—❑ <br />��� <br />— <br />__—FIN FLR <br />FRONT ELEVATION — A <br />SCALE: 1/4" = V-0" <br />9'-0" RIDGE VENT <br />12 <br />15.0 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />------------------------------------------ ------------------------------------------------------- <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />CJ 25-SH CJ 12 <br />L%,, — ❑4.0 <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — —WEEP--------------1----------------------------1---- <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />Tnnn <br />------ ]]I 1____f <br />LEFT ELEVATION — A <br />SCALE: 1/4" = V-0" <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 />txterlor uovering <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 />ass <br />N <br />N <br />0 <br />d� <br />O <br />6f G n M <br />m <br />y fl N S <br />v, o - <br />a eW be <br />dw c <br />4J <br />3 � <br />c E <br />�• a <br />a� <br />fl <br />SE ...' <br />I <br />ar> <br />�Ay Q CFESS'Ct�lt�! <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 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 />In <br />8 <br />Q o �E <br />N 0 gj <br />V ) C C <br />N O u7 <br />46 <br />M v <br />Q <br />aLLLL LL W <br />a <br />d <br />Y <br />z Co C <br />cc EN <br />WW <br />J <br />Z - °IZ dIL <br />ZN O U <br />W <br />0 v <br />z � <br />z <br />U a Pl <br />M <br />to z M <br />LL <br />�(1)_ s <br />w <br />U <br />O <br />V1 c N <br />�N = U) <br />fa �- U) <br />w <br />r— E <br />t o <br />z I <br />c <br />Q <br />Q <br />o <br />W <br />O <br />6 <br />cE <br />Boas <br />E p <br />E u <br />oLL <br />z® <br />O <br />$o <br />za <br />¢ <br />uo <br />Z� <br />c0 <br />3 H <br />az <br />g <br />wz <br />rr w <br />cn <br />c <br />ao <br />< <br />UUZ <br />� <br />m; o <br />Z <br />J <br />NO <br />cw <br />i3 <br /><� <br />$ <br />�Z <br />z <br />s° <br />W <br />LL <br />az <br />!p W <br />W <br />T <br />M <br />¢¢ <br />O <br />H ~ <br />LL <br />Z <br /><� <br />3 <br />III <br />M <br />zl <br />rro <br />0 <br />3 <br />0 <br />c� <br />Lo <br />Q <br />d <br />m <br />co <br />0 <br />� <br />N <br />CO Lf)Cr <br />N <br />m <br />N <br />LO <br />N N <br />Li i <br />T <br />Q � LO <br />T' <br />M <br />L M T­ <br />to <br />o <br />? <br />E N N <br />ii <br />0 _ ¢ o <br />� <br />JOB <br />NO : 23-06124 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.1 <br />