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12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />srppp" <br />MANUR SPECIFICATIONS <br />Frm <br />TEXTURED <br />HEAD BAND <br />NEI ININIMININ7 <br />71 <br />12 <br />5� <br />1'-0" <br />4' RIDGE VENT <br />�12 <br />12 HEEL <br />----- T.O.M. <br />---- ------—_HDRHGT. <br />I 5 <br />I <br />TEXTURED <br />CEMENTITIOUS FINISH o <br />ON C.M.U. (TYP.) bo00 <br />2" x 4" SMOOTH m <br />TEXTURED <br />SILL / BAND <br />F. FL. <br />FRONT ELEVATION - 61 <br />SCALE: 1 /4"=1 r-0" <br />18' RIDGE VENT <br />iffel <br />PRE -ENGINEER TRUSS <br />12 <br />5 <br />rn <br />w <br />rn <br />w <br />9 <br />w <br />FI . FLR. <br />,,, <br />—REFER TO FRAMING PLAN <br />FOR BEAM SIZE <br />___— 2"x4" TYP. <br />5/8" TEXTURED OVER MTL. <br />LATH & 7/16" OSB SHEATHING <br />& FRAMING AS REQ. <br />.REFER TO FLOOR <br />PLAN FOR POST SIZE <br />2x FRAMING AS REQ. <br />POST TO CMU <br />CONNECTOR - REFER <br />TO FLOOR PLAN <br />(1) 2"X4" TYP <br />(2) 2"X6" TYP <br />—SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />(: ) C1_1 <br />OLUMN DETAIL <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />-------- T.O.M <br />T-0" TEXTURED <br />TEXTURED CEMENTITIOUS q <br />CEMENTITIOUS ao FIN. ON C.M.U. 00 <br />FINISH ON C.M.U. (TYP.) <br />(TYP.) <br />2" x 4" SMOOTH <br />TEXTURED <br />SILL / BAND <br />-------------- — ----- RFL. <br />-------------- <br />LEFT ELEVATION - 61 <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. <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 />0 <br />C� <br />OA- <br />�U <br />< <br />�.a0 <br />�•�• <br />F k. <br />AM <br />,llilll9li <br />To the best of the Engineer's 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 />/W <br />v EE 00 <br />N N W J <br />(0 0 <br />oO <br /># <br />Co J t <br />-12 <br />LJL d fl <br />Q <br />CLL <br />CJcr <br />0W�cdi-WLw <br />So�raco <br />10 <br />3IX <br />OP <br />t5'EpNm LO¢J <br />LL <br />0 <br />aW 5IZ <br />O <br />Z <br />pVYn <br />❑OD <br />W <br />U <br />N ch <br />o � <br />Z N <br />� <br />z <br />ON <br />0 <br />ro <br />�2 -g <br />C) <br />— g <br />OLL <br />to <br />�N <br />o <br />c <br />W <br />iq <br />U <br />W J <br />_ EE <br />2 8 <br />'�l <br />c <br />• <br />N <br />1It <br />o <br />M <br />2 <br />w <br />Z <br />M <br />zo <br />a <br />—J <br />U_ <br />Q E <br />tt <br />o <br />W <br />Q I <br />Z® <br />E ov <br />I— <br /><z. <br />�O <br />o � <br />UO <br />C <br />o <br />N <br />¢a <br />¢= <br />o <br />O, <br />ww <br />L <br />t0 <br />CO O <br />- <br />�O <br />o <br />"� <br />m� <br />0 <br />zE <br />a�i <br />J <br />< <br /><z <br />z <br />d> <br />w <br />op <br />Z <br />g� <br />N <br />Q <br />u <br /><� <br />a <br />NW <br />x� <br />O <br />oLL <br />� <br />WF <br />3 <br />�Ir <br />�o <br />o� <br />za <br />a x <br />o~ <br />02i <br />(D <br />>� <br />J <br />0 <br />W <br />@ <br />T <br />c° <br />N <br />aii <br />o <br />V <br />/0 <br />W <br />� <br />N <br />co p <br />L0 <br />2 N <br />t— <br />Ln <br />= <br />r 04 <br />L C) <br />E <br />w <br />N <br />M <br />o <br />Z <br />C <br />E p <br />co <br />co <br />ca <br />FL <br />U <br />¢ p <br />JOB <br />NO: <br />20-8086 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />