Laserfiche WebLink
3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />5� <br />0 F1 <br />Ll El F7 1-11 7_]_ F71 <br />14'-0" RIDGE VENT <br />�5 <br />`�-- HEEL <br />12 !' <br />5 /� 9 <br />F4 <br />\ T.O.M. , <br />HDR HGT. <br />TEXTURED = <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />— ��------� F.FL. <br />FRONT ELEVATION - Al <br />N. <br />12 <br />�5 15'-0" RIDGE VENT <br />12 <br />- <br />5 s- . } ��y� - =._ — -- �...•.-, ,,..,0,•�.-.� — <br />I <br />I <br />1 � r 1 <br />A='�' • —� T .. I 1 �— —_� >_ !_.-��.. _;:.-_,+—�.. b_ i,—,..��, - —1--�— --Fri... <br />L-—.�,.,'. �_�--__ -�-1--�L"r1�-1---.�L,c-�+----1,:�,.. -- ..._-___ _ _.._— __._----'`-•F_-�_ - li _l_.:_.�i_:, _.L�--L , __ '-.___ L _�.J. ,,_.1�.4 .�.�__.�i...� _i-r-.I_.�._I_.. -'1_- __s+.+.—.aa�Y _.=��-_v_�-_drays=l. <br />, <br />------I -- — 1--0----------------------------------------------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />— <br />3'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUR SPECIFICATIONS <br />T.O.M. <br />— - HDR HGT. <br />TEXTURED <br />CEMENTICIOUS 00 <br />FINISH ON C.M.U. ifl <br />(TYP. ) <br />--------------------------------------------------------------------------------F.FL1111111 <br />- <br />11 <br />LEFT ELEVATION - Al <br />N <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 />N <br />co <br />_ N <br />EW�����i� o <br />L.I{ <br />Off, <br />. <br />. <br />O <br />�. pE7875D •� <br />= <br />: a: <br />W— <br />+ ; /* <br />.; <br />r <br />'T <br />of <br />pfi..F/ <br />To the beat of the Engineers knowledge, information and belief, <br />the structural plans and spedficabons 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 />V <br />C.,CN LL J <br />h <br />tl! <br />rn r r` i -r w (L <br />NO LL 0. <br />ip�LL� aN� <br />Z <br />00 <br />2 M' 0 <br />WWLL <br />@�Io 0IL ma <br />Qu <br />= <br />00 0 <br />Z D O <br />C14 D�yZOU❑❑J <br />z_ <br />z � <br />J <br />z <br />LL <br />4--' <br />t 0 <br />.V <br />u, " <br />w <br />o <br />j� <br />'!'�• <br />0 <br />„, <br />Jum <br />'® <br />u <br />_ <br />Oil> <br />._ <br />U <br />• <br />¢ C', <br />M <br />`$ E <br />ffo <br />�� <br />of <br />F� <br />R� <br />H <br />Z <br />C <br />E <br />�o <br />rcr <br />IgZ <br />0% <br />w <br />N <br />a> I— <br />03 C <br />wg <br />� <br />r <br />o <br />g� <br />n <br />> 2 <br />W <br />$� <br />�o <br />a <br />0�z <br />JCD <br />C) <br />� <br />A DO <br /><r <br />°d <br />o_ <br />UIY <br />�L <br />J <br />N <br />N <br />.-. <br />.> <br />O <br />U <br />SO <br />r <br />E <br />c �• <br />M <br />Z <br />Z <br />E Q <br />m <br />c <br />a <br />Q o <br />� <br />JOB <br />NO: <br />21-2027 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />