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I _____ it ' r lrllllrl'!m' AI ITFIT71 <br />3 <br />Ic <br />2E <br />Q <br />Go <br />LO <br />t2 <br />0 <br />Jr <br />J� <br />�Q <br />J <br />n <br />Ln <br />I <br />a <br />>u <br />c� <br />r� <br />0 <br />QQ <br />Z <br />3 <br />4 <br />0 <br />i <br />E <br />r— <br />r.� <br />0 <br />X <br />0 <br />i <br />rz <br />0 <br />L <br />i£ <br />CD <br />LO <br />M <br />LO <br />SHINGLE OR TILE ROOF PER <br />12 <br />5F� <br />12 <br />�5 <br />F1 <br />COMMUNITY SPECS - INSTALLED PER -::.,- - _ ' :..�- j I ��_1" x 4" SMOOTH <br />MANUFACTURERS SPECIFICATIONS 1 �TEXTURED <br />TRIM / BAND <br />_:. <br />T.O.P. <br />— — — — — <br />1'-0" <br />EXTERIOR CRICKET <br />PLASTER ON <br />FRAME FLASHING <br />1" x 12" SMOOTH 12 <br />TEXTURED F2 5�� <br />F16 <br />F1 <br />�00 <br />TRIM / BANDHEEL 1'-4" 25 SH 25 SH—\ --- — — — — — — — — — — 35 -SH­ — — — — — — - - — — — — — — — <br />-- <br />----------------------- ` 2ndFIN. FLR. <br />—-------------- — <br />-------------- — <br />0 <br />T.O.M. <br />------ ------ <br />CJ / WEEP I I CJ / WEEP <br />------- ------T7 -------- I J------------ <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />LR_-----L --�-- --------------J--- <br />I <br />I F23 F20 <br />I I F1._--_._..—_ F1 <br />1 <br />F22 <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION - Al <br />SCALE: 1 /4"=1'-0" <br />IN <br />50 <br />ti <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />0 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. (Refer to sheet SN1 for the engineered method for <br />Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.xl-1/2" long (3/4%1" crown) staples @ <br />6" O.C. vertically/horizontally into the framing members. <br />Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. <br />min. @ 6" O.C. vertically/horizontally or compatible adhesives, <br />exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. <br />or in a semi -continuous bead between the solid plaster base and <br />the solid portion of the key attachment flange. <br />Control Joints: Install control joint lathing accessories in <br />conformance with C1063. Lath shall not be continuous through <br />control joints, but shall be stopped and tied at each side. <br />All accessories shall be in accordance with the latest ASTM <br />C1063 & ASTM C1861. <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 />REV. 09.24.21 <br />o <br />ptV <br />o <br />o <br />+s c <br />W ca.r- <br />N m O +- <br />N G y' <br />Q � N � <br />d <br />� c <br />d a'CD <br />E c <br />Cc <br />3 <br />ns p, au .n <br />o, <br />�g <br />� ra <br />1�;1:9l1193iP <br />Iv, z. <br />r <br />!•. r c•jO� . \� <br />��'f�t/Ellisazyea� �� <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 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 />Engineer's signature and seal. <br />rA <br />W <br />E <br />0ID$ <br />rn�r`� <br />a L7, <br />cLLLLLL <br />a <br />Z�o <br />Y <br />OC (pN0 <br />W m w <br />Z 04 MZ <br />N <br />Zd <br />W ❑❑ <br />Ur <br />z <br />z o <br />J <br />d. � <br />N <br />(nv) zcc <br />10 <br />- LL <br />•V <br />0 LlJ <br />C w <br />U00 <br />• <br />c <br />Q N � <br />o <br />W <br />z <br />U_ <br />y� <br />;_ <br />Z. <br />0 <br />LU <br />Z <br />oL <br />O E <br />N <br />0 <br />a o <br />iWt <br />L <br />m x <br />� <br />Y <br />NO <br />ZK <br />2 <br />Z <br />Q <br />N' <br />d + <br />Z <br />NW <br />W <br />3� <br />W <br />0 <br />LL <br />a <br />Q <br />Mill!o <br />� <br />=i <br />c <br />0 <br />w / <br />L <br />CI <br />CID <br />.-, <br />CL <br />^^`` <br />L <br />co CIO <br />M <br />CO <br />Cr <br />VJ <br />Co <br />T <br />04 <br />O <br />of <br />N <br />O0OI <br />. 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