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00 <br />I. FLR. <br />T.O.M._ <br />— — — — — — — — — - — — — — — — <br />.O.M. @ GAR_ _ <br />ENTRY <br />0 <br />00 <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />SCORED 12 <br />STUCCO 5� <br />BANDS <br />T.O.P. <br />/-i <br />-----------�— <br />EXTERIOR <br />PLASTER <br />ON FRAME <br />c? <br />(V <br />SCORED <br />STUCCO <br />BANDS 25 SH / <br />i <br />2nd FIN. ' <br />— <br />T.O.M. GAR.— — ----------_-----_ <br />/ENTRY —--------CJ/WEEP <br />HDR. HGT. <br />0 <br />io <br />SCORED <br />LI <br />STUCCO <br />BANDS <br />CIL---- — — <br />TEXTURED -0 11� ooa0000a 11� <br />v v <br />CE I 111 <br />L] E] El <br />FINISHISH ON ON CMU MU El:::] <br />SCORED �������a <br />STUCCO <br />BANDS <br />v <br />(V <br />FIN. FLR._ —_ __ <br />16070 OVERHEAD DOOR <br />HDR. HGT. <br />FIN _FLR. <br />12 <br />�5 <br />FLASHING <br />\\ 12 �— <br />SCORED <br />STUCCO <br />BANDS <br />101 <br />FRONT ELEVATION - B <br />SCALE: 1/4" = V-0" <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />1212 <br />SCORED <br />STUCCO <br />BANDS <br />SILL DETAIL <br />SCALE: 3/4" = V-0" <br />SCORED <br />STUCCO <br />BANDS <br />HEAD DETAIL. <br />SCALE: 3/4" = V-0" <br />—.--------------- ------ <br />- — — FLASHING <br />-- ---------------------------------- <br />CJ / WEEP <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />RIGHT ELEVATION - B <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 />Exterior Covering <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.xl-1/2" long (3/4"A" 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 />s+1.2 <br />tV <br />C <br />c <br />o <br />a® <br />d <br />� W <br />® <br />Qn <br />c� <br />;' <br />W <br />d <br />�X <br />2E! U <br />m �- <br />.. <br />C <br />N <br />0 <br />N <br />0 <br />M <br />r. <br />r <br />y li ,, <br />elft <br />b <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 <br />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 />Engineers signature and seal. <br />H <br />Q <br />a <br />o E p <br />O 8 N m <br />Lo <br />N <br />� <br />i i <br />l 0 <br />ay7 J <br />� N I; u- <br />0 <br />fir` <br />W=L-n LL w <br />a a <br />y a <br />yMv w <br />Y <br />tCp _J a' <br />J u- z <br />O= <br />' Z <br />(0 C U <br />�¢e _ <br />o <br />w <br />I uj Q <br />W <br />m <br />Z <br />z <br />W <br />IL <br />J <br />Cl) <br />aw <br />C14 <br />o0 ❑❑❑ <br />Z <br />z}x W <br />(D <br />Z N to <br />z <br />z <br />C) <br />J <br />tl � <br />� <br />0 8 <br />W <br />8 <br />cn <br />c <br />�N <br />f>3 <br />U <br />z� <br />c to <br />�0 <br />s�o <br />o <br />to <br />_ <br />g3 <br />Z <br />Z <br />__J <br />U- <br />@ <br />�z <br />ao <br />QE <br />a p <br />E U <br />sF <br />z® <br />oa <br />H <br />E <br />x� <br />UO <br />Z <br />O <br />wOV <br />a, <br />&< <br />Z <br />�w <br />� <br />L <br />¢o <br />'0 <br />a C <br />O U <br />Z <br />3 <br />8< <br />z <br />5� <br />can <br />a <br />W <br />oLL <br />3 <br />o <br />jw <br />w <br />=s <br />�o <br />� <br />a <br />3 <br />zIa <br />Q <br />c O <br />0 <br />M <br />J <br />rn <br />m <br />C9 <br />CO <br />co Ln <br />N <br />� N <br />o <br />IUD <br />.-. <br />Q <br />6 <br />0 <br />N <br />m <br />>, <br />N <br />+� <br />O <br />LO <br />O <br />LL <br />� <br />Y <br />m NO <br />r- N <br />Lo <br />N <br />Q <br />0� <br />E <br />c <br />M <br />z <br />M <br />z <br />7 <br />E CV <br />N <br />E <br />U °� <br />a <br />¢ p <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />