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I I I Ill I - ___ I I Q , I , III V ____ � 11 - I — <br />_J1 I <br />tM <br />LO <br />co <br />C=) <br />PI) <br />:19 <br />CID <br />LO <br />00 <br />CI, <br />W) <br />:9 <br />to <br />r") <br />C14 <br />7 <br />0 <br />-31-- <br />C__1 <br />C) <br />E <br />E <br />r 7 <br />0 <br />C_> I <br />CL <br />CL <br />q <br />-2 <br />LZ <br />C14 <br />C=) <br />Ji <br />Ln <br />SHINGLE OR TILE ROOF PER <br />12 <br />5F�:� <br />12 <br />��5 <br />F1 <br />COMMUNITY SPECS - INSTALLED PER 1 " x 4" SMOOTH <br />MANUFACTURERS SPECIFICATIONS TEXTURED <br />TRIM / BAND <br />T.O.P. <br />- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />HDR HGT. <br />- — — — — — — — — — — — — — — — — — — — — — <br />11-011I <br />EXTERIOR CRICKET <br />PLASTER ON <br />FRAME T`� FLASHING <br />1" x 12" SMOOTH 12 <br />TEXTURED 1' F2 _� I I — <br />_ L��� 5r <br />---- ----- ----- ------ <br />F16 <br />F1 <br />EXTERIOR C� <br />P_ <br />PLASTER ON <br />CO A RAE! <br />TRIM / BAND \1� — — I III , ____ 1-411 25 SH 25 SH <br />HEEL ----- \ ----------- 35 ­SH­ --------- -- ----- — <br />2nd FIN. FLR.,, <br />C:) <br />-1 T.O.M. <br />CJ WEEP CJ / WEEP HDR HGT. <br />------- ----- ------ -------- I_ ----------------------------------------- ------ <br />I F23 F20 <br />I F1 <br />F1 <br />TEXTURED <br />C, <br />CEMENTITIOUS & <br />FINISH ON C.M.U. I E <br />F5 <br />F1 <br />(F2y* <br />F1 35 SH <br />FIN. FLR. FIN. FLR. <br />- - - - - IF - - - - - - - - - - - - - - - - - - - - - - - - - k - - - - - -- - - - - - -- - - - - - - - <br />31JI <br />F�16U7U UVE LAD DIL)OR <br />F 22 <br />22 <br />FRONT ELEVATION - Al <br />SCALE: 1/4"=V-0" <br />LEFT ELEVATION - Al <br />: 114"=1' <br />ON = <br />C� <br />FLR. <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, or ASTM C1787 and the provisions of <br />this code. <br />. . a <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"1 crown) staples @ <br />6" O.C. vertical ly/horizonta Ily 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 />o ess an o coa w ere <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 I 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 manufacturers <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 C1 281, 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 />J <br />Cc <br />En <br />CA <br />LJ <br />A <br />�1(0 <br />C�Z <br />< <br />C-A <br />F Lo <br />4 <br />E S <br />\o\4 <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seat. <br />W <br />E <br />S) 8 <br />0 <br />C', C� CI, U- <br />C) C <br />7� — g? 2 '0 <br />I,( <br />ILL <br />C6: L� <br />LL LU <br />Z <br />Cc U. <br />I'D <br />0 <br />Fa - IS i <br />Z <br />LL <br />Z <br />0 <br />C', (y) <br />Z <br />to <br />W <br />(D M �2 <br />4-1 <br />0 <br />U <br />0 <br />U, <br />L/711 <br />IN <br />U3 <br />u <br />STLLJ <br />13 <br />C) '5 M <br />IS <br />0 <br />C�' <br />W <br />0 <br />Z <br />Z <br />< <br />__J <br />cd E <br />Ca. 0 <br />E <br />53 <br />0 <br />< <br />()o <br />0 <br />C14 <br />(D t <br />Z <br />< Z <br />` <br />< <br />`0 <br />0 <br />Z <br />Z <br />CL) <br />< <br />8 <br />Z <br />0 <br />C:) <br />0 <br />CD <br />C.0 <br />10 <br />.2 0 <br />E2 <br />>� C.0 <br />LO <br />L0 <br />< <br />p— <br />a) <br />F- <br />L_ <br />co U') <br />C:) <br />:3 <br />LO <br />T_ <br />Cr <br />L) <br />CN <br />LO <br />< <br />U) <br />C-4 <br />ca N <br />0 <br />C:) <br />LO <br />00 <br />CN <br />�0 (.0 <br />LO <br />C:) <br />C14 <br />L0 N <br />(0 <br />M <br />0 <br />E <br />Z <br />C <br />E 0 <br />0 <br />E 0 <br />"a <br />< <br />JOB <br />NO: <br />22-12366 <br />SCALE : <br />AS NOTED <br />SHEEr NO. <br />3.1 <br />