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Cr, <br />v <br />I <br />cD <br />04 <br />CV <br />co <br />to <br />I <br />CV <br />t2 <br />o` <br />Cr <br />C <br />V) <br />0 <br />Q <br />CV <br />1 <br />cV <br />CAD <br />LO <br />0 <br />J <br />r. <br />O <br />r- <br />O <br />CD <br />N <br />I <br />CO <br />CV <br />CO <br />i <br />v <br />C <br />Cr <br />Cn <br />39 <br />CV <br />J <br />O <br />I <br />O <br />I <br />i <br />ID <br />rn <br />c <br />r-) <br />O <br />i <br />a <br />E <br />0 <br />x <br />v <br />c <br />c <br />J <br />a <br />J <br />a, <br />L= <br />N <br />N <br />I'7 <br />a: <br />c� <br />a <br />N <br />N <br />Ih <br />LO <br />V <br />v <br />a <br />]C <br />V7 <br />Qr <br />g <br />Ui <br />m <br />0 <br />V) <br />12 <br />14.0 <br />l_ .. Ili-)_ L ._ <br />FIBERGLASS - , l i 1�-1 1, jJ I�) C .l.I -, <br />SHINGLES I ..r T �-�-".1 I l _ C_ _T_ <br />� J Z I 1 ���T _� J�T":1_". t::�_C. I.T. :� f_J z1�7:� _..�J�� <br />rlYlT T 1 T._. _ _ 1 <br />J <br />--------------------------------------------------------- B------------- <br />---------------- <br />BTEXTURED <br />13 SH FINISH 13 SH <br />-- 16" BAND— — -- ---- I — — — — — — <br />J <br />HDR. <br />_ <br />TEXTURED <br />FINISH <br />00 <br />35 SH <br />25 SH <br />25 SH <br />LEFT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = 1'-0" <br />T.O.M. <br />---- HDR. <br />0 <br />o 00 <br />, <br />io <br />- - - - _ 2nd F.FL. <br />- - - - _ CLG. HGT. <br />T.O.M. <br />AT GAR. <br />`- 8" FRIEZE <br />BAND <br />oo <br />60 <br />O <br />_I_ <br />12 Z_ <br />-: <br />4.01— 1 <br />FIBERGLASS <br />_ J.. T G SHIN <br />LES <br />' <br />1 <br />HDR.— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />Z? Z, 0 TEXTURED <br />50 <br />13 SH FINISH 13 SH <br />2nd F.FL. — — — — — 16" BAND --------- <br />---- <br />------------ -------------------------------------------—--------------------- <br />CLG. HGT. <br />----- �- ------ --------------------- ----- - - - ------------ - <br />T.O.M. <br />I - <br />AT GAR. — — — - HDR. <br />o - - <br />--- - - - - - - - - - - <br />8" FRIEZE <br />BAND <br />p 19 TEXTURED <br />ii0 in o FINISH <br />60 <br />00 <br />0 0 - ---------------------- SH 25SH 35SH <br />- <br />F.FL. _ - �� <br />RIGHT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = 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 />I 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 a 7/16" head, or 1-1/2" long, <br />16 gage staples, spaced in accordance with ASTM C1063 or <br />C1787, or as otherwise approved. (Refer to sheet SN1 for the <br />engineered method for 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 />per 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 o <br />N a W <br />L0 <br />C+ G <br />M <br />O c `c mK <br />Goa <br />W Y1 A cz ► <br />CP f <br />� 1 d Oi <br />d <br />is d m d <br />o <br />V r'" <br />V, �W <br />NNS <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />F I .9 <br />a O N ie <br />n <br />(0I» <br />O LL <br />li <br />rnti�� LL Lu <br />aivw° <br />aZ <br />�LL <br />z <br />C13 <br />m <br />�_°'°oL w _ 0ILW �IL <br />roN_m J <br />W U T°i J W <br />Cl) Z <br />N N <br />Z OU ❑❑❑ <br />W <br />ca <br />� <br />z <br />z o <br />� <br />V I <br />i � v <br />CA <br />d <br />w <br />11) <br />0 w <br />U <br />w � <br />L <br />e <br />U <br />¢ ao <br />N O <br />o <br />a <br />U_ gQ`E <br />�o <br />0° <br />�V <br />® z <br />E p <br />cc U <br />`u <br />❑a <br />8 <br />V <br />U <br />8, U <br />Z <br />ag <br />@ <br />�C <br />$x�a <br />O <br />Z <br />N <br />J <br />�ti <br />> <br />�z <br />a <br />g� <br />g& <br />T <br />u> k <br />W <br />o� <br />w <br />WJ <br />c O <br />0 <br />12) <br />> 00 <br />U <br />ca <br />cc <br />N <br />` <br />OTO <br />CV <br />M <br />LO <br />M T <br />CV <br />r <br />rT N E <br />c� <br />00 <br />W i'n U <br />�— <br />r <br />N <br />CV <br />I--' <br />O CD <br />04 <br />LO <br />r <br />c'? M <br />LO <br />N N <br />00 M N <br />Q <br />CO <br />T M r- <br />LC) <br />r <br />y <br />M <br />1 M <br />M n <br />o <br />z <br />Z <br />c <br />E T <br />«j <br />m <br />c <br />M <br />a <br />0 _J a o <br />c <br />JOB <br />NO: 23-05741-05746 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.2 <br />