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I <br />r <br />12 <br />5.0F <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />T.. <br />HDR. <br />EXTERIOR <br />PLASTER ON <br />iloo FRAME <br />i c <br />60 <br />FLASHING <br />--------25SH--------- <br />2ND FIN <br />FI R <br />I <br />��et•��a�a��rrw•aae.7�tac� <br />HDR. <br />---- —— — — — — — — — — — — — — — — — —————————— ----- -- <br />— <br />Ell IT---]���„ <br />TEXTURED � <br />CEMENTITIOUSAr— <br />FINISH ON <br />CMU (TYP) <br />FIN FLR <br />1 <br />RAISED BANDS OR FOAM <br />PER COMMUNITY <br />SPECIFICATIONS <br />---------- — <br />F <br />N <br />SCORED <br />STUCCO TYP. <br />FRONT ELEVATION - B <br />SCALE: 1 /4" = 1'-0" <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />I I 12 <br />12 CJ 25-SH CJ 14.0 <br />.OF <br />---- -- —------------------------------------------------------------------------------------ — —---------- <br />— — — CJ1WEEP - <br />v <br />- 60 <br />F <br />v <br />25-SH 25-SH <br />R--------- ----------------------------------------------------------------------------------------- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />RIGHT ELEVATION - B <br />SCALE: 1/4" = 1'-0" <br />1) DETAIL <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 />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 shalt 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 net, 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 />A" <br />cr <br />C2 <br />•— <br />� -o <br />pia <br />v a r' c <br />y C- Jv <br />d <br />E <br />c r= <br />E <br />m � <br />M <br />an <br />0 <br />TA <br />t <br />a <br />ts <br />4�1 r, �/�7i11Si1966,�,; <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 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 />W <br />W <br />c <br />SO4c CIO <br />N W � M <br />t01 M LL <br />LL <br />W <br />N�c LL <br />M a a <br />v <br />LL 'i o r; <br />Z 2 2— o <br />o o <br />X ° C4 mft <br />T z <br />=rG� <br />LW <br />- N V) <br />Z U ❑�❑ <br />Z O <br />W <br />ppNp p <br />Z GO .D <br />z o <br />v <br />d � <br />�f6 <br />w <br />.0 e <br />— � <br />O <br />�V) <br />f6 <br />= d <br />U <br />• <br />c rn <br />ra Q <br />Cn <br />o�InR <br />o <br />H <br />=_• <br />oa <br />C <br />E <br />gU <br />Za <br />g8 <br />�� <br />_no <br /><o�� <br />�x <br />$z <br />ZCi <br />J <br />3 <br />aro <br />W <br />� <br />y= <br />IJ <br />0 <br />att <br />o3 <br />> LO <br />0 <br />rn <br />r` <br />c� <br />L <br />T <br />T <br />^ <br />CV CL <br />o <br />Ln <br />N <br />Q <br />(h JCN <br />LO <br />�i <br />M <br />O � <br />CO) <br />O <br />-0 m N <br />Ln <br />E <br />T <br />Z <br />c <br />E T' <br />c <br />a <br />U � Q p <br />JOB <br />NO: 23-03653 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.1 <br />