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60 I :- <br />r; <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />SCORED 12 <br />STUCCO 5� <br />BANDS <br />T.O.P. <br />HDR= <br />t <br />EXTERIOR <br />PLASTER <br />ON FRAME <br />SCORED <br />STUCCO <br />BANDS <br />2nd FIN. — _ _ <br />FLR <br />T.O.M.- <br />- — <br />T.O.M. @GAR._ <br />/ENTRY — <br />HDR. HGT. <br />?5 SH <br />>- - - - c) -- <br />---------- <br />--- --=CJ/WEEP <br />SCORED <br />STUCCO <br />`-- BANDS <br />�25SH <br />ED a El [7 a M aEl <br />TEXTURED <br />v <br />1 l� <br />FINISH NCMU <br />FINISH ON CMU <br />ED El El 1FEU <br />oo <br />ZO <br />SCORED <br />STUCCO❑����a❑ <br />BANDS <br />v <br />nFIN_FLR._ <br />16070 OVER <br />12 <br />5 <br />FLASHING <br />12 <br />FRONT ELEVATION B. <br />SCALE: 1/4" =1'-0" <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />I. FLR. <br />= ---------------------- <br />/-- FLASHI NG <br />T.O.M. <br />T.O.M. @ GAR. <br />ENTRY <br />HDR. HGT. <br />SCORED <br />o STUCCO <br />c0 o0 I BANDS <br />35 SH <br />FIN. FLR. <br />SCORED <br />STUCCO <br />BANDS <br />CJ / WEEP <br />SCORED <br />STUCCO <br />BANDS <br />r 6" <br />SILL DETAIL <br />SCALE: 3/4" = 1'-0" <br />SCORED <br />STUCCO <br />BANDS <br />HEAD DETAIL <br />SCALE: 3/4" = V-0" <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />---I------- <br />RIGHT ELEVATION - B <br />SCALE: 1/4" = 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 />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 7116" 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 continuous to the to barrier material shall be c nti b o n <br />p 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 />c•s . <br />CD <br />w <br />c <br />U- <br />i <br />o � <br />M C= <br />en ; y o eo <br />Q.r C'V Y <br />E s *_ <br />= <br />aai o <br />�o <br />0 <br />Ii/Y�� <br />���,�,�1'tltttll11111 <br />f <br />-J N <br />.� <br />J <br />L- <br />�� <br />"?0F E S S O't <br />frf;llltl�tl. <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 <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 />Engineer's signature and seal. <br />W <br />a <br />�E <br />8 <br />v <br />o. <br />N 0 <br />.5 —0 00 <br />CO N N r <br />4 <br />Q <br />NM � 4k tJi <br />C J ti <br />0 <br />�LLL ' d <br />w <br />Z <br />@� o <br />ai <br />W <br />y <br />: •(0 N p <br />Z <br />05 m <br />LO mZ d J <br />Zo� <br />N <br />000 <br />WLL <br />❑ <br />N <br />0 0 <br />z <br />z <br />o <br />a <br />N <br />zUni <br />� <br />� <br />o <br />U <br />O <br />to <br />N <br />U, cs <br />0 <br />Of •, <br />.) <br />U) <br />wa <br />f6 <br />�- <br />t'J •+ <br />W � <br />9 <br />c `n <br />¢CD <br />co <br />0! <br />M <br />M <br />ti ¢ <br />o ' <br />Z <br />< <br />LL <br />ctf E <br />w� <br />zo <br />ZN <br />CL O <br />Ci V <br />QO <br />' <br />oa <br />O4 <br />S <br />IX <br />Z <br />f� E <br />N <br />ao <br />�o <br />aZ <br />r <br />t <br />L <br />WZ <br />< O <br />m o <br />C <br />^ <br />UU <br />yS <br />�Z <br />Z <br />Z <br />CO _J <br />¢ <br />6uZ <br />Z <br />to <br />N <br />CL <br />OOM <br />ao <br />dLL <br />r� <br />JC <br />o <br />w¢ <br />;o <br />C3 <br />v <br />zla <br />a= <br />° 3 <br />c O-17 <br />0 <br />C'7 <br />J <br />o <br />rn <br />0 <br />O <br />co <br />Q <br />�. O <br />O <br />m <br />CN <br />1J <br />LO <br />d' <br />N <br />C:) <br />O <br />O N <br />LO <br />N <br />< <br />IRtu <br />T- <br />i <br />w <br />c <br />M N <br />o <br />m <br />Z <br />:3 <br />E O <br />r <br />Z <br />to <br />a <br />;_ <br />U <br />q p <br />JOB <br />NO : <br />22-12356 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />