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11 <br />I'LL- 41 A <br />-, k'jj�& <br />_JL-1 0 <br />Ul <br />?4 <br />CD <br />"D <br />2! <br />R <br />X <br />3� <br />Ul <br />10 <br />C-4 <br />C*4 <br />E <br />�O <br />C14 <br />C14 <br />1;Zi- <br />?n <br />C� <br />12 <br />5[,,�� <br />12 <br />; �h- _� 5 <br />T.O.M. <br />6-10" <br />HDR HGT. <br />-------- ------- <br />— --------------- <br />------- <br />— <br />--- ------- <br />----------- <br />EXTENDED <br />OVERHANG TO BE <br />--------------- <br />11-01, <br />DOOR <br />CENTERED ON7 <br />0 <br />TEXTURED <br />CEMENTICIOUS <br />00 00 IS <br />_I I FIN H ON C.M.U. <br />CC) (TYP.) 0 N <br />25 SH 25 SH <br />F.FL - ------------------------------------------------------------- <br />I r <br />5068 SGD <br />REAR ELEVATION — Al. <br />SCALE: 1/4"=l'-O" <br />16'-0" RIDGE VENT <br />3'-0 RIDGE VENT 07- <br />12 <br />12 <br />5 <br />__den I <br />T.O.P. <br />I 7"J 6=� <br />T.O.M. <br />HDRHGT. ----------------------------------------------------- V-Y!- <br />TEXTURED <br />31-011 <br />CE ENTICIOUS <br />00 00 FINISH ON C.M.U. <br />-1 <br />CD (TYP.) <br />25 SH 25 SH <br />FL. ------------------------------------------------------------------------------ <br />RIGHT ELEVATION <br />NEW[ Al <br />1/4"=1 1-011 <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />0 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.xl-1/2" long (3/4"-1" crown) staples @ <br />Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. <br />min. @ 6" O.C. vertically/horizontalty 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 />C 1063 & ASTM C1 861. <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 I 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 manufacturers 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 manufacturers <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturers 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 />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 />0 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 recornmendations. <br />REV. 09.24.21 <br />cli <br />CIQ <br />C > 8 <br />0 <br />>_ Cn <br />CL Ca >< <br />M LL <br />'g 0 <br />C) M <br />0 -0 04 <br />C: <br />CA CL <br />E.—< <br />U) <br />< 0 <br />a) -0 <br />> CZ <br />> <br />E c; <br />W 0 0 <br />0 <br />4--ui <br />C14 <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />04 <br />6 C <br />0 � s :. <br />r' I- LU 0. <br />1-4 C3 0" <br />u:i V <br />0 <br />0 <br />Z 0 1 <br />0 <br />=M <br />me :5 1 X 0 <br />W A 0� <br />< <br />00 CL <br />'C' C'J Z _J <br />C14 (1) Sa 0 <br />. . < :D 0 <br />IL 00 _J W <br />Z --- <br />W <br />2_7 <br />< <br />V) <br />.0 LU <br />-0 UJ <br />_$M(A C2,- <br />co <br />< <br />CN <br />X <br />C�) <br />0 <br />Z <br />MW <br />E <br />0 <br />uj <br />E <br />c2 <br />F <br />z <br />5R <br />Z <br />— CL <br />C:) E <br />(=> <br />C-4 <br />tW <br />� <br />LU <br />W <br />C/) C <br />z <br />0 <br />0, <br />1Z - <br />Z <br />Z <br />Z Z <br />W <br />le <br />0 <br />.2 <br />8 <br />M <br />>� Lo <br />LO <br />LO <br />M <br />< <br />LO <br />ca CN <br />(D <br />Cr <br />0 <br />(0 <br />M <br />< <br />0 <br />1 <br />C14 <br />64 <br />C:) <br />CY) <br />CD <br />C14 <br />E <br />M <br />C14 <br />LID W C <br />0 <br />Z <br />Z <br />C <br />a <br />E <br />E <br />0 0 'a <br />0 <br />JOB <br />NO: 22-02385 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />