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rn <br />w <br />."M <br />PRE -ENGINEER TRUSS <br />12 <br />5 <br />UJ <br />3 TAB SHINGLES. ROOF --� — - <br />INSTALLED AS PER > <br />I <br />MANUF. SPECIFICATIONS 12 HEEL <br />— — — — — — <br />— <br />- -----—•----,--,- — — Tom— 5 — � � — — — — — <br />_ I I a:: <br />' ; I 12 <br />I I <br />_y F4 T.O.M. I 1 1T <br />------ — — — — — — -- — — — — — ------------------------ — — — —— — — cn <br />w I V RIPS <br />HDR HGT. Q <br />--- ------ ---------------------- - - - - - - - - - - - - - - - - - <br />— —----- ------ I I 5 <br />11 <br />TEXT RED1 " x 9" OTH 2 1 F17 F I I ❑ ;,. <br />HEAD / BAND ! I TEXTURED <br />I I 1 CEMENTITIOUS FINISH o "+'• t *fi.;j' ("' <br />II II I II ON C.M.U. (TYP.) f <br />11MININININIMILE-IN <br />12 <br />5� <br />1'-0.. <br />4' RIDGE VENT <br />FRONT ELEVATION - B1 <br />18' RIDGE VENT <br />c1... <br />uJ <br />Y.j.� <br />Y. • <br />FI <br />. FLR. <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 />x 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 />C-11 <br />OLUMN DETAIL <br />3 TAB SHINGLES. ROOF <br />l— INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />S-0" TEXTURED <br />TEXTURED CEMENTITIOUS q <br />CEMENTITIOUS FIN. ON C.M.U. 00 <br />FINISH ON C.M.U. �o (TYP.) <br />(TYP.) <br />2" x 4" SMOOTH <br />TEXTURED <br />SILL / BAND <br />---------------------- ---------------------- — ----- ---------------- F.FL. <br />LEFT ELEVATION - B1. <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 />N <br />0 <br />N <br />co <br />1 � <br />N <br />o <br />cos`•°°i�SLEi�1lhlot i� <br />A NSF •, <br />.•�G �S;r% <br />i <br />Plo PE78750 <br />QJ <br />c0 fA.• <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 <br />Florida Building Code <br />- <br />Residential 7th Edition. 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