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00 <br />C=) <br />11') <br />L0 <br />LO <br />19 <br />-0 <br />t2 <br />4- <br />C=) <br />0 <br />1 <br />pd- <br />C11 <br />L0 <br />00 <br />ro <br />L0 <br />LC') <br />t2 <br />-4- <br />C> <br />C=) <br />I <br />to <br />C14 <br />C14 <br />1.0 <br />1=� <br />L0 <br />in <br />L0 <br />cr <br />!R <br />C14 <br />6 <br />CL <br />E <br />0 <br />CU <br />E <br />0 <br />0 <br />9 <br />CD <br />C14 <br />W) <br />C'4 <br />C=) <br />C,4 <br />SHINGLE OR TILE <br />COMMUNITY SPE <br />PER MANUFACTL <br />SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />12 <br />5 <br />12 <br />7�5 <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />00 <br />0 <br />35 SH 0 FIN. FLR. <br />------ -------------------------------------- J E ------------------------------- [ ------ <br />5068 SGD <br />REAR ELEVATION — B1 <br />SCALE: 11/4"=V-0" <br />12 <br />�OFFRIDGEVEN���� 5 1 V-10" RIDGE VENT <br />12 <br />5 6-0" RIDGE VENT <br />ROOFPER <br />CS -INSTALLED <br />RERS <br />- - � - 1 ==6 �, -I � �=L� 11 1 1 - 1 ­�- 1 1 1 1 1 1 1 -1 1 1 1 1 1 1 1 1 1 i - - _r n M <br />HDR HGT. <br />it -Oil <br />LEFT ELEVATION — B1. <br />SCALE, 1/4"=V-0" <br />00 <br />IN <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 />Exterior Covering <br />R703.7 Exterior Plaster. <br />Installation of these materials shall be in compliance with ASTM <br />C926 and ASTM C1063, orASTM 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, oras otherwise approved. (Referto sheet SNI forthe <br />engineered method for Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.xl-1/2" long (314"-V 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. I. <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 />Self -adhere mem ranes use as as ng s a comp y w <br />AAMA 711. All exterior fenestration products shall be sealed at <br />proper joint expansion an contraction, ASTM C1281, AA A812, <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 />V:%TK811PZ1W11I <br />Cn <br />i!z <br />2g 2 <br />CL <br />41 <br />ci <br />3e <br />0 <br />!�'Ro <br />W/V <br />r <br />cli <br />< <br />­141 <br />Z <br /><) <br />_Z <br />F L <br />N\\N <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 <br />7th Edition. Engineers <br />signature and sea] is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's <br />signature and seaL <br />A, <br />W <br />E <br />0 0 <br />0 <br />0 <br />N 0) <br />'5 00 <br />11 Y) <br />U) 04 0 <br />LL <br />LL Lu <br />M LL . a- <br />_J UJ <br />Z <br />9 <br />W <br />W <br />Z <br />.1E <br />(,q 0 <br />0 �e <br />0 <br />U) <br />co 0 co . <br />�-) < <br />C) Z <br />N < W 0 <br />b 0 < L) <br />Z <br />U) <br />< <br />U) un <br />QJ <br />0 <br />4.1 <br />LU <br />C) <br />U <br />0 <br />V) <br />LIJ <br />C) <br />LLA <br />E <br />0 <br />Offil <br />44 <br />u— <br />E <br />M_ <br />CU <br />�Q <br />00 <br />C1 <br />E <br />< <br />0< <br />ro <br />W It <br />7!5 <br />0 <br />Cf.) <br />C= <br /><z <br />0 <br />Cu <br />�c <br />Z <br />�E Z <br />0 <br />< <br />Z C <br />U:) <br />0 < <br />0 <br />ZS <br />z <br />5< <br />00 <br />2 C:) <br />> C.0 <br />LO <br />L0 <br />0) <br />< <br />CY) <br />C:) <br />Ise <br />CR <br />0 <br />C:) <br />>1 <br />LO <br />< <br />+_J <br />+-i <br />0 <br />0 <br />LIL <br />�e <br />U C) <br />C) <br />LO <br />—0 <br />M C\J <br />00 <br />00 <br />r, <br />LO <br />C:) <br />IUD <br />< <br />oo <br />L0 V) <br />a) <br />E <br />co <br />M <br />Z <br />=3 <br />E T_ <br />cc <br />a <br />cc <br />E <br />0 0 <br />0 <br />'D <br />JOB <br />NO: <br />23-06140 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />