Laserfiche WebLink
I� TT J114 Y I fill `1111IRIT IT, <br />3 <br />a <br />LO <br />LO <br />c <br />Cr <br />t2 <br />ao' <br />I <br />a <br />M <br />LO <br />Ev <br />y0 <br />co <br />8 <br />J <br />M <br />I <br />C <br />Q <br />0 <br />E <br />E <br />i <br />t� <br />g <br />CS <br />N <br />i <br />a <br />0 <br />LZ <br />0 <br />00 <br />ui <br />C <br />0 <br />a <br />0 <br />0 <br />00 <br />a <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED PER <br />MANUFACTURERS SPECIFICATIONS — <br />1'-011 <br />EXTERIOR <br />PLASTER ON ILI <br />FRAME <br />1" x 12" SMOOTH <br />TEXTURED <br />TRIM /BAND <br />HEEL <br />IT <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />LR. <br />FRONT ELEVATION — Al <br />12 <br />�5 <br />12 <br />SHINGLE OR TILE ROOF PER 5� <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS - <br />16'-0" RIDGE VENT <br />------------------------------------------------------------------------------------------- <br />1" x 4" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />T.O.P. <br />HDR HGT. <br />2ndFIN. FLR <br />T.O.M. <br />HDR HGT. <br />FIN. FLR. <br />T.O.P. <br />HDR HGT. <br />1 r-0rr <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />CJ CJ CJ HEEL <br />----- ------ ---- -2nd FIN. FLR. n� <br />—--------------------------------------------------------- ------ -- ----- -- <br />-------------------------- -- 1,_011 <br />M. <br />5 CJ /WEEP <br />HDR HGT. <br />----------- <br />2r-0" <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />---------------------- -- ----------------------------------------------I-----I---FIN <br />— — ----------------------------- <br />LEFT ELEVATION — Al <br />: 1 /4"=1' <br />�o <br />00 <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. (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.x1-1/2" long (3/4"A" 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 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 manufactureras 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 />N <br />cw <br />00 <br />N <br />0 <br />O <br />> w <br />� L <br />o <br />= z .C.') x <br />2 <br />-; <br />N IO O .- <br />'�dA <br />Q N <br />d <br />E <br />ale 3 <br />d d <br />r > c o <br />c E <br />� O <br />G1 <br />G <br />0 <br />IJJlJJj���'' <br />y,��e1ti\l1liU <br />w <br />` <br />E. <br />N <br />J1`` <br />.' <br />i <br />OFFSsIOt'. <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 />0) <br />a <br />E <br />0 <br />N yD1 <br />— P CN a0 <br />YI <br />Q <br />41 , tf J <br />0 <br />JLLu_0 LL a <br />OC <br />t m� <br />0 <br />@2� <br />��Q'm <br />Z <br />LLW <br />NZdr <br />Z <br />N OU 0 <br />W <br />z <br />z E <br />z <br />N <br />,— N <br />4 <br />CD <br />• (� <br />N <br />L.L., � <br />o <br />Tom• <br />J <br />� <br />Q— <br />w $ <br />c <br />Q <br />*. <br />N O <br />o <br />w <br />J <br />Li <br />zg <br />7 <br />E <br />`E <br />S« <br />0 <br />a• <br />O <br />Fes- <br />wi <br />Ra <br />oa <br />Z <br />N� <br />«� <br />�pgp <br />o� <br />gn <br />n' <br />.E? t <br />ddp <br />�2 <br />C <br />- C <br />y3 <br />r� <br />zu <br />rz <br />Z <br />N J <br />"fib <br />$Z <br />a <br />z <br />go <br />CD«g <br />F <br />WillpZ <br />d <br />ZIo1 <br />Q <br />U <br />2 O <br />>( <br />Li i <br />L0 <br />B <br />^ <br />1— <br />s- <br />00 <br />O <br />O <br />J <br />CrT <br />r <br />1 <br />U) <br />N <br />O <br />-o N <br />>` <br />� <br />'!� <br />0co N <br />01) <br />°O <br />'� <br />O O <br />LO <br />M <br />Q <br />L oo <br />r <br />E <br />c 0000 <br />CV) <br />M <br />Z <br />0 <br />E O <br />N <br />y <br />m <br />c <br />a <br />E <br />0 � <br />v M <br />¢ o <br />c <br />JOB <br />NO: <br />22-09413 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />