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0 <br />e0 <br />M� <br />CLG. <br />rn <br />HEEL _________ <br />T_O.P.--------- <br />HDR. <br />F.F_L._____✓_____\__ <br />EXTERIOR PLASTER <br />ON FRAME-_ <br />BRG_AT GARAGE iz <br />HDRHGT._____ <br />F.FL. <br />12 <br />5L,-' <br />(2) 39"x59" SH <br />TEXTURED <br />FINISH <br />12 <br />5F,� <br />(1787) <br />(1787) <br />12 <br />!;:'�5 <br />16" BAND <br />12 <br />Q 5 <br />— FLASHING - <br />-------------- <br />Ci <br />TEXTURED <br />FINISH <br />HEEL <br />-------T.O.P.-- <br />HDR. <br />12 <br />�I7 <br />F.FL_ <br />EXTERIOR PLASTER <br />ON FRAME_-CLG_HGT. <br />_B_RG. AT GARAG <br />2'-2" <br />------------------ L--------- EEL— <br />LEFT ELEVATION <br />SCALE: 3/16"=1'-0" <br />RIGHT ELEVATION <br />SCALE: 3/16"=1'-0" <br />a <br />v <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.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 />N <br />0 <br />N <br />00 c <br />dUJ <br />� W <br />O CC v N <br />— -Wmx <br />N f6 0 a <br />sS d N yC <br />a� <br />dM <br />�_.o t <br />fix <br />es •r a <br />c o <br />- T <br />- - 'n In.. <br />c � <br />_ a • <br />U <br />ssi°i'•i�F tib <br />�ey�'ig4��LiC <br />r.f <br />414 <br />dO. <br />°• L a <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />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 />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />N) <br />W E <br />0 <br />a 8 <br />0 <br />C�co(V m 0 s <br />0 4% 00 N N N <br />0? n <br />N <br />co t— <br />/rn ai <br />*i J -J LL W <br />Lu <br />a <br />Z_ °' <br />t 1° o <br />0 <br />w <br />00 0 m <br />ILWn <br />us Z m Z ¢ J <br />Z N O U U <br />W <br />z N M <br />0 0 <br />z �O <br />N <br />� o Q <br />� <br />i/i z a <br />A <br />LU <br />� <br />U � <br />O w o <br />N w <br />�cn <br />U <br />MOORE F- J E <br />L U <br />ml <br />ii/ <br />N <br />O <br />N <br />� � <br />�Q <br />1 <br />Q O <br />N Ol <br />I <br />ti <br />o <br />w <br />M <br />o <br />U— <br />Q E <br />�z <br />o o <br />w <br /><'a <br />Zo <br />ru <br />F— <br />CD E <br />x0 <br />d� <br />ao <br />o0 <br />o <br />°< <br />wW <br />N <br />It <br />o <br />ai <br />rp <br />C <br />_ C <br />12o <br />Y <br />m� <br />0, <br />Z, <br />J <br />m <br />Q W <br />�z <br />rn <br />a 3 <br />a1 <br />0< <br />go <br />Ego Q �i <br />U <br />az <br />�F <br />�� <br />in <br />ao <br />O <br />< F <br />10 <br />d" <br />0w <br />zIQ <br />0� <br />U <br />c <br />•� T <br />a� C�> <br />T <br />1- <br />ai <br />m <br />f0 <br />~ <br />0 <br />i <br />CID -c <br />CD <br />o^O <br />r <br />� � <br />Q <br />r <br />lcl- <br />_ <br />Cfl <br />o Q <br />co <br />O <br />co a_ <br />Q <br />+-J <br />N <br />O 00 N <br />LID <br />-' <br />-Q O O <br />O <br />�.0 <br />� N <br />r <br />M <br />ZD, <br />r O U') <br />U). <br />CO O <br />r <br />r- 00 <br />w <br />z <br />m <br />Z <br />E <br />c`o <br />d <br />E <br />U J CU Q <br />c <br />a) <br />JOB <br />NO: 22-09474-09471 <br />SCALE : AS NOTED <br />SHEET NO. <br />9.1 <br />