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Il�lll■II�;IW1l�r�'Jtlli�u�u�,l _ �a��,�.-�. - ....,E.. _,, <br />12 <br />5F,:� <br />--- T71----------- <br />---------------------._._------.---------------------------------------- <br />f —TOURED <br />FINISH <br />1 H3-Sti <br />7 -9" x <br />------------------------------ PAD --- --- ----7 <br />3 <br />r5i <br />I <br />Q <br />0 <br />I <br />t2 <br />0 <br />L0 <br />0 <br />I <br />L0 <br />0 <br />I <br />N <br />S <br />0 <br />M <br />0 <br />J <br />.r <br />co <br />0 <br />I <br />LO <br />0 <br />12 <br />5� <br />HEEL <br />------------- <br />- T.O.P. <br />HDR. <br />------------ <br />— <br />----------- <br />t`-4 <br />O x <br />o <br />is <br />12 <br />F.FL. <br />CLG. HGT. <br />-------------- <br />BRG. AT GARAGE_ <br />--- --- <br />-- -- <br />HQHGL----- <br />------------------ <br />F <br />2-2" <br />TE XTURE <br />rn 60 <br />Q <br />00 <br />FINISH <br />F.FL. <br />0 <br />rn <br />0 <br />ZE <br />C) <br />0 <br />S <br />TEXTURED <br />FINISH ---\ <br />--------------- <br />(1787) <br />12 <br />5� <br />12 <br />�5 <br />16" BAND —T <br />12 <br />Q5 <br />HEEL <br />------------ T.P. <br />HDR <br />— — — — — — — — — — — — <br />o <br />0 00 <br />7D <br />12 <br />11�7 <br />--------------14 <br />vffL_'� <br />--------------r— <br />L-- <br />--------- CLG. HGT <br />---- <br />_ -- — — _ _ _BRG_AT_GARAG <br />-----------------------UQRHGI• <br />2'-2" <br />TEXTURED 5 <br />� <br />FINISH o ao <br />00 <br />00 <br />................................. F.FL <br />sk <br />LEFT ELEVATION <br />--------- ------------------------------------------------------------ <br />TEXTURE <br />FINISH <br />1 H3-SH <br />x 7,-9„ <br />--- —PAD --- +1"PAD <br />--- --- <br />16" BAND <br />F4/9.2 <br />(1787) <br />TEXTURE <br />/—FINISH <br />SCALE: 3/16"=1'-0" <br />12 <br />�5 <br />RIGHT ELEVATION <br />SCALE: 3/16"=1'-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 />txtenor Lovering <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 <br />a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in <br />accordance with ASTM C1063 or C1787, or as otherwise <br />approved. (Refer to sheet SN1 for the engineered method for <br />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 />Is 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 />.50 <br />I-- O <br />N (� <br />y <br />.r t X <br />N C IJ_ a <br />q O co <br />N U -a <br />N C: <br />3 <br />E <br />C <br />O O <br />llll <br />`\\\`\ <br />gR0 W <br />�w <br />OFESSION`����� <br />� i�/f��l►Ililll'������\\ <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 signature and seal is only for <br />Me structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W E <br />O <br />N <br />0 4) 0 r- R $ <br />�NO <br />di LL <br />a _"Pii I LL a <br />a Y <br />E <br />W mN�m ! <br />�gmon In <br />Z LO M ZIL d J <br />CLW <br />In N <br />W ❑❑ <br />z N <br />z � <br />z <br />a $ <br />a <br />N <br />O <br />}, s <br />('D W Z <br />O W s <br />c cli <br />w <br />t3 <br />zt <br />U o <br />• <br />< 'N <br />O <br />w <br />Z <br />_J <br />4 <br />z9 <br />LJL <br />o <br />w° <br />>Z <br />Z• <br />QE <br />m U <br />F <br />$a <br />x U <br />wo <br />0 U <br />Z <br />O E <br />N <br />L <br />E p <br />p <br />4p <br />a <br />y� <br />�a <br />CU <br />N <br />m0 <br />a <br />ZLL <br />Z <br />O <br />Q W <br />iz <br />3 <br />0 <br />W�~ <br />a° <br />Way <br />U <br />�o <br />°ff <br />JO <br />z <br />a� <br />c <br />T <br />> M <br />ti <br />rn <br />M <br />9 <br />U <br />F— <br />�� <br />t00 <br />� O <br />VY <br />Li> <br />V /^ m <br />Q <br />N <br />I-- <br />04 <br />L0 <br />c <br />o <br />N <br />O <br />M <br />0) <br />U') <br />M .— <br />,— <br />E <br />LO <br />CD <br />o <br />Z <br />z <br />E <br />C <br />c <br />a <br />E a? <br />U Q p <br />_J <br />JOB <br />NO: 22-05614-05611 <br />SCALE : AS NOTED <br />SHEET NO. <br />9.1 <br />