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I I I 1- 1 - 1 <br />I I I ir I I 1111111111 " <br />M <br />-�p <br />N <br />N <br />r- <br />til <br />T.O.P. <br />HDR HGT. <br />2nd FIN. <br />FLR. <br />T.O.M. <br />)RHGT. <br />FIN FLR <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />F13 <br />F 1 <br />EXTERIOR PLASTER 12 <br />ON FRAME — <br />5 - <br />1" x 4" SMOOTH <br />TEXTURED -- _ _- _ �- <br />/ BAND = FLASHING <br />TRIM <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />0 1 <br />25 SH 25 SH <br />1" x 12" SMOOTH FLASHING <br />TEXTURED TRIM / BAND - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ _ - - <br />CJ / WEEP - - <br />F20 — — — — — ——— — — — — — — — — — — — <br />F1 <br />TEXTURED 71 <br />�- <br />CEMENTITIOUS - - <br />FINISH ON <br />CMU (TYP) <br />-- -- — ------ ------ -- <br />16070 OVERHEAD DOOR <br />FIBERGLASS SHINGLE <br />1nlcTel I Cn AQ DC:D 12 <br />12 <br />Z�5 <br />- T- - T.O.P. <br />HDR HGT. <br />rFF 6 <br />12 w 25 SH - <br />5 -' W_ <br />T, 2nd FIN. <br />FLR. <br />o T.O.M. <br />CJ / WEEP -- - - <br />----- --- ------ -- HDR HGT. <br />I I <br />I I <br />I 1 <br />I I <br />F1 � <br />F1 ti <br />I I <br />I I <br />I I 35 SH <br />I I <br />I VJ01 FIN FLR <br />F21 3068 F2 <br />F1 � F1 <br />FRONT ELEVATION — B1 <br />SCALE: „a.-,..o. <br />RIGHT ELEVATION — 61 <br />SCALE: 1 /4"=1 r-0" <br />00 <br />ao <br />1" <br />1'-4" <br />of <br />1 ENTRY COLUMN DETAIL <br />SCALE: 1 /2"=1'-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 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, sell -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 />To the best of the Engineer's knowledge, Infonnatlon 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 />fi to <br />W <br />C3 <br />00 <br />�N <br />a <br />O <br />O N $ ik <br />0 <br />�n��LLw <br />W <br />r;. 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