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C14 <br />C14 <br />C14 <br />C14 <br />rl- <br />Ln <br />C I :) <br />Cn <br />r1_ <br />LO <br />CD <br />Cq <br />C14 <br />In <br />7 <br />C14 <br />Cn <br />19 <br />C14 <br />9 <br />-.4- <br />C14 <br />r__ <br />LO <br />CD <br />Lr) <br />C I D <br />11 <br />C14 <br />Cn <br />0 <br />31-- <br />C14 <br />C14 <br />E <br />en <br />a) <br />E <br />.2 <br />IV <br />LZ <br />C-4 <br />C) <br />C-4 <br />LO <br />CM <br />0 <br />CL <br />C-4 <br />CD <br />C-4 <br />Ln <br />En <br />V) <br />60 <br />CLC <br />A- <br />80 <br />LEFT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />RIGHT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />iGT. <br />R. <br />C? <br />60 a) <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />0 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 />I Exterior Covering I <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 a 7/16" head, or 1-1 /2" long, <br />16 gage staples, spaced in accordance with ASTM C1 063 or <br />C1 787, or as otherwise approved. (Refer to sheet SNI 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. vertical ly1horizontally 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 C1 063. 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 C1 861. <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 />I Coastal Flashings I <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 manufacturers recommendations. I <br />REV. 09.24.21 <br />C1%J <br />Ln <br />C= <br />Cn r <br />-E <br />fa <br />V) C14 <br />W C= cc; <br />C-4 <br />W <br />E <br />t: <br />> <br />W <br />E <br />C:) <br />-M <br />0 1,.,�-V/v <br />S <br />SE C', <br />< e'j;J <br /><2- <br />F <br />'T 0 E x 0 N1, <br />NN <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. Enginee�s signature and seal is only for <br />the structural enginee�ng portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E <br />81 10 <br />0 00 a) <br />=3 U-) 'T -6 <br />U) r- r­ — E Lu <br />N 0 1 a. LU <br />(6 co "r Lu EL <br />C _J L a. (5 <br />M LL Z <br />;3; <br />Z 0 <br />............ E C? 0 <br />.2 <br />=3 Go Lu < <br />0 <br />W <br />Z 0� 0 <br />Z �L 0 <br />CN < 0 U) <br />d Ell I <br />Z <br />W <br />< <br />V) <br />CD Z5 <br />0- <br />4-J u�, - <br />LLJ <br />o <br />0 <br />U-) <br />U) <br />Lu <br />E <br />u 0- <br />C__ <br />cl� <br />0 <br />Z <br />Z <br />< <br />,6 E <br />p_ C) <br />E u <br />0 <br />� <br />'Z <br />Z <br />< <br />Z @ <br />0 � <br />1,2 rd <br />CL <br />E <br />0 <br />< <br />.0.0 <br />0< <br />t <br />< 8 <br />Z <br />Z <br />co M <br />C: <br />< Z <br />0 <br />'0 <br />0, <br />Z <br />0 <br />0 <br />0 < <br />� Z <br />W <br />CD <br />< 0 <br />0 <br />0 <br />< I <br />8 <br />C:) <br />> 00 <br />co <br />tm <br />T <br />CN <br />(1) <br />0 <br />0 <br />C_� <br />cc E <br />0) <br />LO <br />=; a- <br />E <br />60 <br />co <br />W L) <br />CIO <br />C; C'4 <br />C=) <br />c6 <br />04 <br />Lr) <br />CY) C11) <br />77 <br />6 <br />E <br />cc <br />Z <br />Z <br />E <br />CU <br />0- <br />E <br />0 <br />1 0 _J < <br />JOB <br />NO: 23-05719-05724 <br />SCALE : AS NOTED <br />SHEErNO. <br />7.2 <br />I � I- - I_ t 1 0 �� L AI I I U ft— A , �C 1 <br />