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; , - , , , [ I q q I , , I ! I , � I I ; I I I I 1 17 <br />loo <br />CONT <br />I <br />100 <br />bo <br />A. <br />12 <br />5 <br />T.O.P <br />12 <br />5 <br />HDR HGT, L <br />ci <br />35-SH <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />2nd FIN, — — — — — — — — — I — — — — — 12 —FLASHING <br />T.O.Ma CJ / WEEP CJ / WEEP <br />FLR. I— <br />- - - - - - - - - - - - - - - - - - - - - = ---------- <br />R3 P <br />FIN FLR I <br />9'RIDGE VENT <br />5068 SGD <br />12 <br />5[:�� <br />-------------- <br />ROOF TO BE <br />CENTERED ON <br />DOOR <br />35-SH <br />—TEXTURED —J <br />/CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />REAR ELEVATION - B1 <br />SCALE: 1/4"=V-0" <br />12 FIBERGLASS SHINGLE <br />5 INSTALLED AS PER <br />t��,Z MANUFACTUER SPECIFICATIONS <br />T.O.P. — ----- <br />.6 ..... 6...., <br />HDRHGT - — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />EXTERIOR PLASTER <br />ON FRAME <br />25 SH <br />2nd FIN. <br />T.O.M. Ci CJ / WEEP Ci <br />FLR. <br />-------------------------------------------------------------------------------------- <br />10 <br />TEXTURED <br />60 CEMENTITIOUS <br />FINISH ON C.M.U. <br />I U <br />(TYP.) <br />FIN FLR <br />RIGHT ELEVATION - B1 <br />SCALE: 1/4"=V-0" <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />a 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 ASTIVI <br />C926 and ASTM C1 063, or ASTM C1 787 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, oras otherwise <br />approved. <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 aft 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) shail 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 />Cl> <br />E Vvw, 01 <br />...... <br />tqo E 7 <br />675 0 <br />cc <br />OF <br />" <br />Al <br />c S <br />C., ....... <br />I <br />P�\_ %%% <br />I/ 'ImI110%% <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifirations 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 />Engineers signature and seal. <br />W <br />'04- E 1 00 <br />C) Cl) 8 IND 110- <br />C� <br />, <br />0 <br />8, _J <br />21 it- LL <br />r- P-� ui 0- <br />N C) 0. - <br />'d <br />9 <br />113 <br />0 <br />u:i 6 <br />W <br />_J -of 0 <br />Y, � 8 <br />12 <br />C�,r 0 <br />-!5 N (D U_ <br />CO _J <br />W <br />0 Lm <br />C� < <br />Z <br />IL <br />OD Z� 6 _J 0- <br />Z 0 <br />0 <br />CN C6 <br />Z <br />V) <br />1170 <br />ij- <br />LU <br />0 <br />E <br />-Fi <br />ZK <br />C:) <br />co <br />C13 <br />co <br />_J <br />LL_ <br />E <br />;go <br />E <br />CU <br />E <br />< <br />o <br />o< <br />Z <br />CD <br />C,1 M <br />It <br />Z <br />—a) <br />fu <br /><. <br />.0 <br />0, <br />Z <br />C�5 <br />Z <br />0) <br />Cn <br />ZZ <br />0 <br />W <br />C) <br />CZ) <br />< <br />'o <br />� IX <br />0§1 <br />.2 <br />C.0 <br />CD <br />00 <br />> <br />co <br />_J <br />CN <br />C:) <br />C <br />i> <br />Lo <br />F.- <br />04 <br />T— <br />V) <br />U') <br />T 00 <br />00 04 <br />E <br />T­ <br />o) <br />CV) CN <br />0 <br />CU <br />Z <br />(%q <br />E 0 <br />i� CY) <br />Z <br />�6 <br />E <br />0 <br />U _J <br />-2 <br />.2 <br />CU <br />< <br />C: <br />CD <br />_J <br />JOB <br />NO: <br />21-4276 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />W3 <br />ton <br />