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P4 <br />Cn <br />-31: <br />43 <br />�2 <br />C'4 <br />CD <br />!�2 <br />co <br />C <br />E <br />CD <br />LZ <br />rn <br />-to <br />8 <br />0 <br />9 <br />-2 <br />LZ <br />C-4 <br />CL <br />C) <br />to <br />12 <br />5F�� <br />T.O.M. <br />HDRHGT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />EXTENDED <br />OVERHANG TO BE <br />TEXTURED CENTERED ON DOOR—/ <br />C) <br />_I = CEMENTICIOUS <br />00 00 IS <br />-1 FIN H ON C.M.U. <br />co (TYP.) <br />25 SH 25 SH <br />F.FL. <br />24'-0" RIDGE VENT <br />12 <br />r <br />5068 SGD <br />REAR ELEVATION - B1 <br />SCALE: 1/4"=V-101" <br />12 <br />T.O.M. <br />HDRHGT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />TEXTURED 11-011 31-011 <br />9 CEMENTICIOUS <br />bo FINISH ON C.M.U. <br />(0 (TYP.) <br />FL. 1 25 SH 25 SH <br />------------------------------------------------------------------------------- <br />RIGHT ELEVATION - B1 <br />: 1/4"= 1' <br />0 <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 C 1063, 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 />ccordance with ASTM C1063 or C1787, or as otherwise <br />pproved. <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 />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 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 C 1281, 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 manufacturers recommendations. <br />C(­) <br />J L <br />C14 <br />C=) <br />cli <br />CID <br />% <br />% ........ 0 <br />% k <br />0. <br />Ci <br />C:� <br />No 78750 <br />S <br />OF <br />1. 4 <br />0 Ft <br />ONA\- <br />1'11�lsiaslltlt <br />I <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 <br />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 />0 <br />W <br />9 <br />r- <br />C-4 _J <br />u� <br />t- P� N Lu 0- <br />N CD LL CL <br />LL U. u:l <br />Z <br />Z M CS 0 <br />ig <br />C� 0 <br />_J <br />.9 cp <br />2 <br />10 <br />E <br />us <br />11L <br />00 & 0 _J <br />L0 M Z (t Lo 0 <br />C%1 < 5 :D C) <br />U) <br />Z <br />W <br />0 L) _J <br />r-1 71 <br />0 <br />M <br />4-.J <br />u- <br />U <br />2 <br />0 <br />LLJ 8 <br />C.4 <br />u <br />LL.J M <br />6 <br />< <br />z <br />U_ <br />E <br />0. <br />zo <br />10 <br />ZE <br />CN <br />t <br />ro <br />L) <br />C) <br />C) <br />Lo <br />L0 <br />> <br />M <br />oo­%. <br />< <br />0 <br />13L <br />C <br />L) <br />(0 <br />F— <br />Cl) <br />co <br />04 <br />Lo <br />LO <br />20 <br />LO <br />ce) 04 <br />0 <br />E <br />M <br />CV) <br />Z <br />Z <br />E c) <br />E <br />0 0 <br />_J <br />'a M <br />< 0 1 <br />0 <br />_J <br />JOB <br />NO: <br />21-4274 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />'A <br />