Laserfiche WebLink
iaL <br />v <br />a <br />ul <br />N <br />CD <br />QC <br />rn <br />0 <br />O <br />O <br />LO <br />a <br />n <br />N <br />c <br />x <br />04 <br />O <br />0 <br />1— <br />r <br />ofo <br />�D <br />i <br />v <br />i <br />C <br />a <br />0 <br />i <br />E <br />1.E <br />0 <br />C <br />a� <br />t.�.. <br />CO <br />CV <br />r_ <br />til <br />T.O.P. <br />HDR HGT. _ _ _ _ — — <br />2nd FIN. <br />FLR. <br />T.O.M.-------- <br />HDR HGT. <br />FIN FLR <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />FIBERGLASS SHINGLE <br />rkln'rAr 1 r"r1 An Mr-r'f <br />16070 OVERHEAD DOOR <br />12 <br />5� <br />12 <br />zz::::�5 <br />FRONT ELEVATION <br />RIGHT ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />T.O.P. <br />HDR HGT. <br />-1"X12" N <br />SMOOTH ti <br />TEXTURED <br />TRIM / BAND <br />2nd FIN. FLR <br />Cl) <br />— T.O.M. <br />HDR HGT. <br />FIN FLR <br />- Al <br />SCALE: 1 /4"=V-0" <br />0 <br />Ln <br />'41 <br />1 DECORATIVE SHUTTER <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 />`e0��U1tt11UtNH ,�! <br />•v <br />`lO 1 V <br />• <br />5D 0 X: <br />O F E SS\0 <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 />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 />Q <br />Cagy r. <br />J <br />`% <br />0 <br />N N LL <br />6 C �j J <br />co op N :k LL uJ <br />tll <br />a <br />v� LL aco YYin <br />t9 <br />�LLLL a 5 <br />Z <br />0 <br />d' 11 <br />Lmrns� oo <br />OO <br />Z <br />ILW <br />LLLL <br />% 04 -J <br />0 a <br />= <br />N CV)Z aQ N O <br />pU cs y <br />W <br />❑ ❑ ❑ <br />U <br />� <br />z M <br />Z <br />Z n <br />o_ <br />�V) <br />di <br />�+_J <br />Z .8 <br />U' 5 <br />N LL <br />LLJ <br />ou <br />,,, <br />Ul <br />U � <br />2 <br />U <br />• <br />¢ <br />s� <br />� <br />N <br />W <br />M <br />J <br />E <br />Z <br />i i <br />oso <br />4 <br />E Ov <br />°wa <br />Z <br />o E <br />E <br />° o <br />� <br />N <br />�? � <br />ro <br />Z <br />C <br />J <br />x <br />p <br />i2Z <br />$ <br />� <br />U <br />�Nk <br />� <br />Jo <br />o <br />Uo <br />124 <br />�(.0 <br />J <br />rn <br />�o <br />r, <br />L <br />� <br />N <br />> <br />O <br />'— <br />o <br />C�:) <br />^Qn <br />1..� <br />U <br />C m <br />75 <br />`` <br />` <br />C0 <br />'r^ <br />N <br />= o) <br />C C)V1 <br />o <br />r <br />o <br />m <br />41 N <br />M 0 <br />N <br />cM <br />4 <br />o <br />Z <br />Z <br />C <br />E O <br />E <br />y <br />N <br />r° <br />C <br />a <br />O <br />0 J <br />C to <br />Q 0 <br />N <br />J <br />JOB <br />NO: <br />21-5703 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />