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12 <br />FIBERGLASS _ - - L� <br />SHINGLES <br />himLzz <br />J. S_... . - =— — — — — — — — — — — - T.O.M. <br />— _ <br />-----HDR. <br />----------------------------------�—----------------------------- --- <br />TEXTURED— — — ------- — --B� 00 <br />13 SH FINISH 13 SH ra <br />- — — — — — — — — ---------------------------------- — 16"BAND— ---- --- ---- ---- — — — — — - 2ndF.FL. <br />---------------------- — <br />sk <br />T.O.M.--- --------------------------------------------------------------------- GT, <br />--------TOM <br />HDR. `r ---- �——--ATGAR. <br />8" FRIEZE <br />BAND <br />CD <br />TEXTURED �Q p <br />FINISH Q '- 8 <br />00 <br />v � <br />35 SH 25 SH 25 SH _a c <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- — — — — — — —--------- -- - F.FL. <br />LEFT ELEVATION - STANDARD STD <br />SCALE: 3/16" = 1'-0" <br />T.O.M. — — —� <br />HDR. _ — — —— <br />4 <br />O <br />2nd F.FL. <br />CLG. HGT. — — <br />T.O.M. <br />AT GAR. <br />8" FRIEZE — <br />BAND <br />60 <br />Q <br />_o <br />F.FL. <br />12 <br />4.OF - <br />I <br />ell <br />SHINGLES <br />— — — — — — — — — — — — — — — — ------------------- 0 ----------------------------------- <br />_0 <br />TEXTURED <br />13 SH FINISH 13 SH <br />----- ---- ----- —16" BAND — — — — <br />_-` — — — — <br />J <br />— <br />- <br />— — <br />— — — — — — — — — — — — — — — — — — — <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -..— — — — — — —.— —.— — — — <br />HDR. <br />--— — — — — — — — — — — — — — — — — — -- <br />p <br />�Q <br />TEXTURED <br />Lo <br />FINISH <br />00 <br />- - - - - - - - - - - <br />0 <br />r <br />- - - - - - - - - - - - - - - - <br />25 SH 25 SH 35 SH <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />RIGHT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />T.O.M <br />iT <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 />r uovering <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 />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 />t0 <br />� <br />� <br />� <br />o <br />c en w N <br />m <br />..r ¢wa <br />cco <br />N y A 10 <br />rs� <br />W CD <br />3 R <br />�dd� <br />m o 0 <br />E <br />o <br />d � <br />M <br />O <br />N <br />N <br />O <br />,,%•�"� <br />0 •'..* G E•N SF'' �'��'• <br />:-.% <br />•No <br />•'� <br />P <br />50 <br />it = <br />:gam <br />3 STATE OF : J J <br />To the best of the f*"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 />a <br />W <br />I-E <br />8 S <br />��p <br />V <br />0 <br />» <br />y � <br />wLLLL <br />log� <br />M 0 LL 0.05- W <br />ILL LL a <j <br />13 <br />�0� <br />N rD m � <br />W <br />W <br />tD <br />oi�rn d z <br />ILt0 <br />p� UU� Lu <br />M Z N F <br />0N <br />"r <br />OU ❑❑❑ <br />W <br />z <br />z <br /><c <br />t/1 <br />z 2 <br />1 <br />U <br />LL <br />-1 <br />o <br />�0 <br />N <br />LLJ <br />c <br />0 <br />U <br />N <br />Its <br />o <br />" <br />z <br />U_ <br />o <br />2 <br />� <br />V <br />Q <br />E <br />Z• <br />►— ra <br />$� <br />�U <br />o <br />V <br />E <br />x` <br />0 <br />Z <br />L <br />�p <br />Q <br />W_ <br />Z <br /><b <br />�z <br />2 <br />�� <br />go <br />az <br />N <br />W <br />3 <br />W <br />y• <br />jq <br />tW <br />�C <br />w� <br />�g <br />0 <br />� 3 <br />c <br />0 <br />> 00 <br />T <br />0)..-Ii T <br />N <br />to <br />Cfl <br />T <br />� <br />N <br />s <br />Co111­ <br />n <br />T <br />r <br />60 <br />T <br />V, m <br />T <br />04 <br />F— <br />0 <br />LID <br />CN <br />C <br />CF) <br />Q <br />N <br />III <br />,6 <br />t <br />�} <br />T <br />ai <br />E <br />; CA <br />N <br />o <br />o <br />z <br />Z <br />E T <br />y 77 <br />ai <br />c`o <br />a <br />cSP <br />U <br />¢ 0 <br />� <br />JOB <br />NO: 23-13143-13148 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.2 <br />