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RICO <br />00 <br />O <br />O 00 <br />1 - <br />00 ;;t <br />r` <br />12 <br />1" x 4" SMOOTH 5� <br />TEXTURED F4 12 SHINGLE OR TILE ROOF PER <br />TRIM / BAND F1 Q5 COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />T.O.P. <br />HDR HGT. <br />1'-0" <br />18" X 60" <br />SHUTTER <br />ill FLASHING/'ON <br />EXTERIOR <br />~ 1" x 12" SMOOTH PLASTER <br />TEXTURED � 12 FRAME <br />TRIM / BAND 25 SH 25 SH , ` 5 35 SH <br />2nd FIN. FLR. \ ` HEEL <br />-------------------------------------------------------- ---Ir ------------------------- <br />T.O.M. <br />---------------- -- ------------------------- <br />CJ / WEEP CJ / WEEP <br />----------- <br />HDRHGT. ------------------------------------------------- ------------------------------------------------------ — ------------ <br />F17 <br />F1 F1 _ <br />F1 0 <br />TEXTURED <br />CEMENTITIOUS <br />F1 FINISH ON C.M.U. <br />F1 <br />35-SH F2 <br />FIN. FLR.-------- F1 _-- ___-- FIN. FLR. <br />FRONT ELEVATION - B1 <br />12 <br />RIGHT ELEVATION — B1 <br />: 1 /4"=1' <br />)OF PER <br />-INSTALLED <br />RS <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 7/16" 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/horizontaly 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 />N <br />N <br />0 <br />N <br />css <br />g <br />o <br />?w <br />� <br />o <br />o <br />u cc `L <br />rmo <br />'... C14 R <br />CL d <br />o�. <br />�C <br />ti 3 <br />m <br />N G� <br />= E <br />�0 <br />4. <br />�hk o M i' <br />r'•. <br />I! h61i?itc: <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 <br />7th Edition. <br />Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />W <br />a <br />E <br />g N8 <br />V <br />cb 0o <br />0 C N n <br />di <br />Vi 53 <br />N 0 '�. <br />di <br />pb LL <br />yMv , <br />a <br />Z <br />t-U <br />m C <br />@Nco o <br />L <br />Z <br />,0 N Z d di <br />N OU U <br />Z <br />W <br />❑❑ <br />U <br />z <br />Q v <br />J — <br />T4- <br />N <br />N <br />zca <br />(9 5 <br />Q� <br />LL <br />t��1VS <br />LU <br />s <br />U <br />0 <br />W s <br />c m <br />� <br />NUl) <br />U) <br />U � <br />Ilr J <br />1— <br />S <br />z� <br />C ti pi <br />Q Y <br />N � <br />co <br />W <br />z <br />M <br />I `2. <br />0 <br />Eo <br />�1z <br />ze <br />E U <br />E <br />0 <br />g0R. <br />00CQ <br />Z <br />O <br />N <br />to <br />¢O <br />Bo <br />oZ <br />a o <br />K� <br />ID >_ <br />c <br />0 <br />Zz <br />Z <br />aw <br />ai <br />8, <br />� <br />o <br />U <br />a <br />`a. <br />�� <br />mz <br />W <br />U 3 <br />�� <br />�z <br />z <br />�r <br />�o <br />o <br />O <br />co <br />w <br />0 <br />a= <br />3 <br />°C:) <br />� <br />> CO <br />J <br />L ! <br />9 <br />M <br />Q <br />H <br />L_ <br />M <br />JJ <br />T <br />T <br />Y <br />�M� <br />`^, �� <br />y / <br />U <br />O <br />CN <br />W <br />m <br />Y / <br />EC <br />0Lo <br />I <br />0 <br />00 <br />N <br />L0 <br />M <br />Q <br />r-- <br />LO <br />ui <br />L <br />o <br />Z <br />0 <br />Z <br />E <br />M <br />y <br />LD <br />a <br />U <br />� <br />:3 <br />Q p <br />c <br />_J <br />JOB <br />NO: <br />22-06471 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />