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a <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS 12 <br />T -- — 5 <br />12- <br />5� T <br />25 SH \\\\ 25 SH <br />2ND FIN. FLR. \ <br />------ - - - >- - - ---- ---- -- - <br />T.O.M. _ <br />T.O.M. @ GAR. _ <br />/ ENTRY <br />,HDR. <br />SCORED <br />STUCCO BANDS <br />I <br />------------ - - <br />------------N------------------ -- - <br />u�ouoouu <br />iEl 1:11:1 = E] <br />16070 OVERHEAD DOOR <br />12 <br />\\\�5 <br />\ <br />SCORED <br />STUCCO <br />BANDS <br />SILL DETAIL. <br />SCALE: 3/4" = V-0" <br />SCORED <br />STUCCO <br />- + BANDS <br />EXTERIOR PLASTER <br />ON FRAME <br />0 -0„ - - - - <br />0 o TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />LZ SCORED STUCCO <br />BANDS <br />P 101 <br />FRONT ELEVATION - A <br />SCALE: 1/4" = V-0" <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />10' RIDGE <br />HEAD DETAIL <br />SCALE: 3/4" = 1'-0" <br />SCORED <br />STUut- <br />BAND: <br />y 1'-6" -- I. <br />DECO SHUTTER. <br />SCALE: 3/4" = 1'-0" <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />25 SH <br />I. FLR. <br />---- ---------- ---- <br />T.O.M. ------ -- <br />---- - - ----------- - <br />0.M. <br />ENTRY <br />HDR. HGT. <br />Q I BANDS D STU O <br />6 J <br />— — — — — — — — — — — — — — — — — — — ------------------------------ ------ <br />Z L.R= <br />— FLASHING- <br />--- ---- <br />CJ / WEEP <br />FIN. FLR. - <br />A <br />35 SH <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />--T------ <br />RIGHT ELEVATION - A <br />SCALE: 1/4" = 1'-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 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"-V crown) staples @ <br />6" Q.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 />cry <br />N <br />0 <br />N <br />r a <br />w <br />a <br />—J <br />v c-4 <br />� X <br />L.L. <br />�® C, <br />a �C14� <br />R 3 cc <br />Cn Q <br />_E <br />a <br />sory'•a <br />Jt #i ens+y�.°Aso y <br />i <br />To the best of the Engineers 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. 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 seal, <br />W v E <br />o <br />4 o <br />} <br />N <br />N m - <br />Y 0 =�o� <br />ENO <br />W LL a <br />V J w <br />Z a C a Y <br />s o <br />o�CC <br />W o <br />��6'0� m <br />'s± <br />W w <br />Z ILMZ <br />�n N <br />kAp <br />ZOU <br />W O ❑ <br />M <br />Z N th <br />o g <br />Z N <br />Q <br />Q v c <br />r <br />13 <br />M <br />� z <br />Ur <br />bw <br />o <br />a--' <br />(6 w <br />o ° <br />U — � <br />O L.L1 <br />N ZD U) <br />ELU <br />i <br />U o <br />e <br />c U) <br />N 0 <br />o <br />Jw <br />O <br />c*� <br />0 3 <br />Y <br />Z <br />J <br />O <br />�o <br />�� <br />>� <br />zo <br />E U <br />o� <br />zp <br />oa <br />i— ro <br />CL <br />g U <br />X U <br />00 <br />U <br />0O <br />O (� <br />E O <br />¢ a <br />a 0 <br />Z <br />Qo <br />m� <br />m J <br />.2 <br />¢ <br />a w <br />Zz <br />op <br />go <br />W <br />co <br />T � <br />o <br />WLL <br /><� <br />°z <br />�- <br />m <br />M <br />V <br />d F <br />OI¢ <br />U <br />.N O <br />J <br />> M <br />rn <br />0 <br />� <br />N <br />CID (0 <br />T <br />� r <br />CO <br />.-. <br />0 <br />(n 3 <br />N <br />m —_ <br />LO <br />I— <br />O a� M <br />O <br />-Q w N <br />U")N <br />Q MT <br />(D <br />E <br />M <br />M <br />N N L <br />o <br />z <br />Z <br />E r W <br />m <br />c <br />d <br />E <br />U Q 0 <br />� <br />JOB <br />NO: 23-06108 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.1 <br />rl F <br />