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v+ <br />'o <br />3 <br />m <br />co <br />M <br />0 <br />0 <br />to <br />0 <br />.a <br />a <br />Z. <br />ro <br />LO <br />co <br />d <br />PO <br />i <br />m <br />L0 <br />0 <br />r� <br />C) <br />a <br />{n <br />0 <br />co <br />0 <br />M <br />0 <br />I <br />fH> <br />C <br />v <br />A <br />i <br />c <br />3 <br />N <br />0 <br />ca <br />E <br />E <br />0 <br />S <br />v <br />9 <br />i <br />a. <br />G <br />0 <br />0 <br />0 <br />J <br />N <br />r7 <br />N <br />N <br />L[ <br />$i <br />0 <br />0 <br />a <br />M <br />0 <br />LO <br />N <br />0 <br />U <br />W <br />0 <br />m <br />cn <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS, - <br />12 <br />5� <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />_T.O.P. _ <br />HDR HGT. <br />EXTERIOR <br />PLASTER ON <br />35 SH CJ CJ CJ 25 SH FRAME <br />----------------------------------------------- 2_nd_FIN. FLR. <br />------------ ------------------- <br />__ <br />6'-0" FLASHING 14'-10" - <br />-------------------------------------—------- <br />T.O.M. <br />--- ---------- —--— ------ <br />CJ / WEEP <br />HDR HGT. <br />5068 SGD <br />REAR ELEVATION — B1 <br />12 <br />5 <br />4' OFFRIDGE VENT I V-0" RIDGE VENT <br />12 <br />5� 5'-0" RIDGE VENT <br />N <br />a0 <br />T.O.P. <br />HDR HGT. <br />----------------------- <br />- - - - - - - - - - - - - - - - - - - - - - - - <br />1'-0" <br />EXTERIOR <br />PLASTER ON - <br />FRAME r: °° <br />CJ 25 SH CJ CJ <br />-- - ----------------- 2nd FIN. FLR. <br />----------------------------------------------------------------------------- <br />MIV <br />-----12-------------------------- ViT <br />5CJ / WEEP <br />HDR HGT. <br />LEFT ELEVATION — B1 <br />n =1 r-0n <br />IN <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 a 7/16" head, or 1-1/2" long, <br />16 gage staples, spaced in accordance with ASTM C1063 or <br />C1787, or as otherwise approved. (Refer to sheet SN1 for the <br />engineered method for Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.x1-1/2" 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 />R703A 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 />$elf -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. i <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 />Zza <br />m r.r <br />BCcc <br />c m <br />r <br />F4_ <br />3 Z, y <br />d d7 c <br />k: <br />c � <br />v <br />a� <br />M <br />CV <br />--n ° <br />r <br />: �.-.. <br />.{' i ._ <br />OF <br />41 <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 />Engineers signature and seal. <br />N <br />W <br />a <br />r. <br />o M O � r <br />O N a <br />v <br />0 <br />� <br />C? <br />7 N u' <br />a u_ <br />a <br />M V d n- <br />@LLB �U)Z <br />z <br />13 <br />CIL <br />_J <br />p o <br />Z <br />rgt <br />@ern <br />C: <br />s m'a O � <br />o- p <br />=3 (0 m <br />W <br />m <br />� rn m ¢ 0 w <br />Cl)Z 6 O M <br />NILW <br />U <br />Z <br />O pEjp <br />W <br />N M <br />o g <br />z <br />z o <br />Q <br />` <br />M <br />;Z/� <br />/ n C <br />W <br />� <br />'e;/ o <br />-1 <br />fQ <br />,, a <br />U <br />O <br />N <br />w o <br />co <br />c <br />L Lr J <br />r— E <br />L � <br />r <br />I <br />z� <br />d <br />U ) <br />< N <br />p <br />J <br />� <br />w <br />C�> <br />M <br />J <br />2 <br />Z < <br />w <br />z <br />4 <br />U_ E <br />K <br />>m <br />Z <br />t? 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