Laserfiche WebLink
3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 - -, <br />- - - - <br />F30 -, - <br />FEI rE I FE D <br />F-1 E 0 [A E-1] <br />II I 91 lip <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />,- 12 <br />- 1" x SMOOTH <br />5 TEXTURED <br />`—�— FREEZE BAND <br />HEEL <br />--=--------------------------- <br />'-- 12 L...-_..- <br />51 <br />-I 011IMM" M a W ' ------ — <br />W.. <br />T.O.M. <br />- - HDR HGT. <br />bo <br />co <br />❑ TEXTURED - o <br />CEMENTICIOUS o0 00 <br />FINISH ON C.M.U. <br />—.lFBI/ (TYP.) <br />I <br />-r F. FL. <br />+3" SMOOTH <br />TEXTURED BAND <br />FRONT ELEVATION - 131 <br />SCALE: 1 /4"=V-0" <br />14'-0" RIDGE VENT <br />�T�.,,� ..+..�:— .ter_:, ..,_:.� —I—I•: i _u. �_— <br />12 <br />1"x 9" SMOOTH <br />T <br />5 <br />TEXTURED <br />T-0" RIDGE VENT <br />_ � ._,�.� <br />- _ �_I <br />I I �� <br />FREEZE BAND <br />12 <br />12 <br />5 �/' <br />------� T ;. <br />r <br />TEXTURES CORBELS <br />. _.._ I ._ _ . _ - �- <br />-- - -L— -�1 <br />s�- _ L- _ <br />- <br />I <br />, <br />T- � I <br />- <br />I I <br />— -3 <br />TAB SHINGLES. ROOF <br />INSTALLED AS PER MA U <br />. <br />I <br />- <br />_ <br />SPECIFICATIONS <br />T- <br />-, <br />y <br />: <br />- - <br />T.O.M. <br />--- I --�- <br />0-----------------------------------------------------------_ <br />9 <br />--- - - - - - - - - - - - ---------------- - - - --- <br />- <br />- - - - --- <br />- <br />HDR HGT. <br />_------------------- <br />j-- <br />T-0" <br />TEXTURED J 9 <br />CEMENTICIOUS TEXTURED 0I 00 <br />FINISH ON C.M.U. CEMENTICIOUS to <br />(TYP.) FINISH ON C.M.U. <br />(TYP.) <br />F. FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />LEFT ELEVATION - B1. <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 />e �.l • r vi I ._i ••'� <br />J <br />Q 5 = <br />r1c <br />w <br />-- <br />_ 6 <br />1G <br />y <br />•'' <br />g <br />F L •,. <br />O E 5 S, O <br />F <br />101{Il4� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building <br />Code - <br />Resldentlal 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 />W <br />Q <br />o 8 <br />N <br />Go <br />m Iae-pp at <br />Cf <br />o <br />J lJ <br />u_ a <br />nt <br />M v <br />-w <br />� a YYn <br />�tJi u_ <br />a w 5 <br />Z_ <br />cco <br />W <br />7 f0 N t0 <br />- ern°' <br />R' O _I <br />a d <br />= <br />Ci <br />N M Z <br />o <br />a m p <br />Z <br />OU <br />U' <br />z � � <br />z <br />z <br />C � <br />U <br />� <br />Tr• <br />0 <br />w <br />U <br />w <br />U <br />8U <br />Q Y <br />Q <br />N <br />� <br />Z <br />ch <br />J <br />0 <br />�o <br />a� <br />aR <br />go <br />E o <br />(U <br />I-0. <br />7 <br />%U <br />on <br />=OU <br />Z <br />G7 <br />N <br />K H <br />a0 <br />a z <br />a <br />o wo <br />=! <br />n Z <br />w z <br />Q) � <br />�o <br />ms <br />c <br />� <br />o. <br />_Q <br />1 � <br />Z <br />J <br />a ° <br />z <br />(N <br />o <br />444Z <br />W <br />3� <br />C) <br />a <br />3 <br />L <br />a0 <br />Will!n <br />r <br />pp <br />O <br />za <br />J <br />�C:) <br />>Lo <br />L <br />rn <br />L° <br />Al <br />W <br />m <br />.= <br />C <br />O <br />co <br />J <br />N <br />o <br />m <br />U <br />C0 <br />C <br />T <br />(� <br />= <br />'r <br />2 .T� <br />N <br />O <br />Lo <br />O <br />roll) <br />r <br />N <br />N <br />M <br />o <br />Z <br />Z <br />E 0 <br />j" <br />m <br />f6 <br />c <br />d <br />U J <br />Q Q <br />J <br />JOB <br />NO: <br />20-8085 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />