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-- - — --- — — - — I I I - - I � I I I - � I F I I - I I I L I <br />I I _ , 1 11 11111111 'Ell I , III I, I I I 1 11 1 , I I 1 -1 1 1 1 1 1 ­LL1 I <br />U� <br />-3r <br />Ce <br />:;Z <br />LO <br />00 <br />2 <br />LO <br />LO <br />to <br />LCI) <br />tn <br />C <br />C'4 <br />E <br />LZ <br />E2 <br />0 <br />v <br />Cl- <br />CL <br />01 <br />0 <br />CD <br />K 11 <br />—100 <br />co <br />Z <br />IT <br />T-A <br />E <br />12 <br />5 F�:� <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />12 <br />5 <br />T.O.P. <br />HDR HGT. <br />11-011 <br />40 <br />EXTERIOR <br />PLASTER ON <br />FRAME 25 SH Ci Ci Ci 35 SH <br />-,"2nd FIN. FLR ----------------------------------------------------------------------------------------------- <br />14'- 10" FLASHING 61-011 <br />10 <br />T.O.M. <br />CJ WEEP <br />HDRHGT - ------------------------------------ -------------- --------------------- <br />ROOF TO BE <br />CENTERED ON <br />TEXTURED DOOR <br />00 <br />I = CEMENTITIOUS <br />bo -T FINISH ON C.M.U. <br />F— (TYP.) <br />35 SH <br />FIN. FLR. <br />16-0" RIDGE VENT <br />5068 SGD <br />REAR ELEVATION - Al <br />12 <br />5F�� <br />T.O.P. <br />HDRHGT, 11-011 ----------------------- ----------------------- <br />SCALE: 1/4"=V-0" <br />12 SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />C� <br />XTERIOR <br />J. PLASTER ON <br />HEEL Ci Cj 25 SH Ci FRAME <br />�2n d F I N. F L R. --------------------------------------------------------------------- <br />--- -------------------------- -------- <br />T.O.M. <br />--- ------------------------------ ------------------- ---------- <br />CJ / WEEP <br />HDR HGT. <br />%— TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) 25 SH <br />FIN. FLR. <br />RIGHT ELEVATION - Al. <br />SCALE: 1/4"=11'4' <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 C1 787, 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 />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 C1 063. 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 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 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 C1 281, 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 />F-V. 09.24.21 <br />C= <br />% <br />C, <br />r— C= <br />cc <br />C-4 <br />W <br />M =:E ILI <br />ie FK <br />cc <br />0 0) <br />S E <br />rJ lb <br />< --J <br />4c) <br />Ot <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 71h Edifion. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages beating <br />Engineers signature and seal. <br />W <br />E <br />co 8 <br />R C� <br />6 <br />c- <br />0 , % <br />�2 <br />Jn3 r-0 rl V <br />N 0 <br />8 <br />% <br />u- - <br />L UL <br />U, <br />0 <br />375 <br />0 <br />0. <br />'o 0 <br />LL 1 <br />Ln Z <br />CY) <br />M uJ <br />. <br />< <br />< <br />0 <br />0 <br />0 <br />Z <br />COD <br />W <br />ZZ <br />0 <br />< <br />C11 <br />9: <br />+--J C—/ <br />,> .6 <br />U <br />0 LL, <br />LU <br />E <br />8 <br />< 0 <br />CID <br />C0 <br />Cl> <br />Z <br />< <br />—J <br />LL- <br />0 <br />E U <br />z <br />0� <br />(13 r6 <br />CL <br />c­ F= <br />D <br />R 0 <br />o <br />00 <br />0 <br />cli <br />0 <br />t <br />�0 <br />0, <br />Z <br />Z <br />CZ <br />z <br />R <br />00 < <br />Z <br />< 0 <br />') <br />�Z <br />< 0 <br />CD <br />0 <br />0 <br />Mill <br />C=> <br />co <br />,-;;r <br />Iz< <br />0� <br />0 <br />0 3:1 <br />.0 C:) <br />Lo <br />U') <br />< <br />cc <br />0 <br />(0 LO <br />0 <br />:3 <br />LO <br />Cr <br />W <br />Cn <br />L0 <br />< <br />U) <br />0 <br />1 <br />�2 C) <br />C:) <br />LO <br />00 <br />-0 <br />CN <br />0) <br />LO <br />CD <br />CN <br />< <br />E <br />21 <br />.4 ce) <br />0 <br />M <br />E <br />Z <br />E <br />E <br />a. <br />0 0 'a <br />< <br />JOB <br />NO: 22-12366 <br />SCALE : AS NOTED_ <br />SHEET NO. <br />3.2 <br />