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�1■��IIOI,Yi>YIY,�V1�+r1 Iw4.1'�11..�■� ° <br />I <br />r <br />12 <br />' s�5.0 <br />T iFT1 <br />--C <br />-- - <br />_ I l J <br />f f I i ._T -[_ I. <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />�_� i l_T-1 T._ 1�.� i- _I <br />T 1 I J. I _ -77 _1 _ !---I-r I .T� �i .J. J _LFJ 7 <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />FLASHING CJ 25-SH 25-SH <br />---- -- -4.0�- '----------------------------- ---- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />35-SH <br />-1---1.......................... I... FI <br />eme� REAR ELEVATION — B <br />SCALE: 1/4" = V-0" <br />9'-0" RIDGE VENT <br />�_.__ A <br />�`t J r -. -1 �.�- 12 <br />- <br />-(_ Il[- -r 1_Lr Y, - l C I 1 1 I 15.0 <br />�� I _ I -r.. <br />J 1 J -a 7 J i C f 1. t 1. ,1 i. 1. I. i �. ,i <br />_ I_ i 1 I [ _l _J 1 L -� I i 7 I J <br />I i I r <br />`7 J`[- 1 � J <br />1--l_ 1- l T l 1. i [- -1. ! . �. _. <br />r <br />I_.__J: [ 1 I l l I T_ i l 1 I i T 1 l TTJ-_ iY1 J J !T 1 I 7. 1 --1 _I _T 1. <br />[. I. l 1 l CST l_ �_. - 1 T"-T l T -I !- 7 <br />-T, L _ �7 l L_ 1 7 I_TI TT JTI r <br />-------------------------------------------------------------------------------- <br />FLASHING 1 H3-SH <br />24 SH <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />12 CJ CJ 12 <br />4.01 �4A <br />--------- -- —— <br />--------------------------------------------------------------------------------- — ----- <br />CJ <br />CJ/WEEP <br />--------------------------------------------------------------------------------------------- --- ---- -- ---- <br />2'-0" <br />1 H3-SH <br />R--------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --- -- ---- <br />TEXTURED <br />CEMENTITIOUS <br />CMU (TYP) RIGHT ELEVATION — B <br />SCALE: 1/4" = V-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 Coverina <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.0-1/2" 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 <br />I flashing, <br />self- <br />dhered 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 />O t` <br />N (0 <br />© <br />Qm X <br />�- M U_ a- <br />r <br />� U (6 N � <br />Q) W <br />Q <br />c� N <br />L, <br />w � <br />CtS Ui 0 O <br />s - U <br />-o -0 <br />- LU <br />o W <br />tea, ,..... <br />P. NSEOL <br />U ,p . * O <br />4 F L <br />'OF'ESS10 <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. 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 />9 Co <br />4 oo g N <br />N Z LL <br />G,�� u"a <br />LL U_ a <br />13 rn <br />t ; O <br />co N � <br />ILW .�rnrn , L. <br />�• N Cl)MZ JN O <br />� y <br />W <br />z <br />7 <br />tl N <br />Q1 <br />�� <br />_U' <br />LL <br />l'6 W <br />U <br />a <br />0 <br />N <br />r~ a <br />— <br />I <br />� 1 <br />Q -0 <br />. <br />0 <br />N iA4[ <br />co <br />W <br />Z <br />LA. <br />a E <br />�p <br />a <br />QK"i <br />Z® <br />Q <br />H <br />Z <br />E <br />if <br />C'J <br />_ <br />W � <br />roZ <br />S <br />¢ <br />�o <br />o <br />rr� <br />- <br />` <br />g <br />g3 <br />Z o <br />g0 <br />az <br />W <br />v 3 <br />will <br />CD <br />5 <br />0 <br />> Lo <br />CC <br />O <br />rn <br />E <br />m <br />00 <br />to <br />N <br />001- <br />r <br />4-0 <br />4-1 <br />CO <br />CN <br />N <br />L) <br />�.._ <br />Q N <br />r <br />E <br />Z <br />3 N N a <br />o <br />z <br />a <br />U <br />_ ¢ o <br />JOB <br />NO : 22-02374 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />