Laserfiche WebLink
rn <br />3 <br />Q <br />L0 <br />2 <br />v� <br />0 <br />0 <br />0 <br />0 <br />rn <br />No <br />N <br />s <br />a <br />ti <br />Ln <br />L0 <br />b <br />tn� <br />0 <br />Q <br />rn <br />0 <br />J <br />0 <br />I <br />L" <br />v <br />cn <br />ig <br />C <br />"L <br />3 <br />C <br />QNN <br />CN <br />O <br />CL <br />E <br />E <br />0 <br />x <br />v <br />c <br />J <br />0 <br />L r.. <br />P <br />v <br />a <br />c <br />0 <br />U <br />J <br />ti <br />CD <br />N <br />0 <br />00 <br />hi <br />0 <br />O <br />00 <br />hi <br />c� <br />0 <br />0 <br />0 <br />Q <br />m <br />0 <br />N <br />r <br />N <br />0 <br />CO <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS --�, <br />HEEL <br />HDR HGT. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.0 <br />(TYP.) --\ <br />12 <br />5� <br />F1 <br />F4) ( F5 <br />12 <br />5� <br />FIBERGLASS SHINGLE INSTALLED <br />12 AS PER MANUFACTUER <br />SPECIFICATIONS <br />5 <br />1"x10" SMOOTH <br />TEXTURED BAND <br />— — — — — — — -- --- - ----------------------l---- <br />F17-11 FE 71CliL F71 F�] [D7C:I � <br />El IEDI t=i00 ElC o <br />E ] ' <br />16070 OVERHEAD DOOR 3068 <br />IM <br />FRONT ELEVATION — Al <br />13'-0" RIDGE VENT <br />SCALE: 1 /4"= V-0" <br />12 <br />�5 <br />LEFT ELEVATION — Al <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 V 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 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 />REV. 09.24.21 <br />a <br />® <br />! N <br />d <br />C2 <br />N A <br />l <br />W N <br />` <br />__J fOGJ� <br />Off, <br />R <br />F IQ <br />"OFESS\ <br />0 <br />111Ix, at0 <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 <br />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 />W <br />a <br />E <br />8 <br />G <br />$V 4 m ti <br />Z3Ln'9 44 <br />44. <br />0w <br />c U_ Sz5 i <br />_J a <br />w <br />d Yn <br />m c <br />-C <br />C o <br />LLW,2mrn <br />z <br />m <br />L0 NCl) Z Q ..., <br />N OU < L <br />Z <br />W <br />E10 <br />C9 <br />Z N M <br />o <br />z � N <br />z � � <br />J — <br />d � <br />N <br />N <br />M <br />z <br />� <br />� o <br />LU <br />Q a <br />tv <br />•I�` <br />U <br />Orl., <br />I f1 <br />v ' <br />N <br />o <br />N <br />= w <br />Tim <br />U <br />w � <br />r— _ E <br />.., <br />t <br />U o <br />tffil <br />� <br />o <br />co <br />Z< <br />MZ <br />o <br />U <br />Q E <br />zo <br />Wo <br />z <br />>� <br />zp <br />< � <br />z® <br />oa <br />t_ <br />CL <br />2� <br />XU <br />UKO <br />� <br />O <br />ZO <br />CV ro <br />It <br />E '_ <br />Wz <br />C, <br />< <br />o < <br />ww <br />Q? <br />fu <br />- <br />m � <br />o <br />0LL <br />¢Z <br />ID 3 <br />8< <br />5° <br />Q <br />LL- <br />a <br />mw <br />3 <br />w <br />< <br />oZ <br />L <br />C <br />O <br />=3 <br />�O <br />Mil <br />O <br />< <br />0 <br />zI< <br />c Q <br />0 <br />= <br />E <br />LOm <br />cc <br />Qom^,, <br />cc <br />i <br />LO <br />CIDC <br />O <br />0 <br />� <br />>co <br />> <br />O <br />J <br />r <br />Cr <br />Yco <br />r <br />04 <br />m <br />T <br />QI <br />CN <br />c o <br />O <br />04 <br />� o <br />I.n <br />r <br />ILO 00 <br />T <br />= <br />M <br />o <br />Z <br />r6 <br />Z <br />E O <br />in <br />a <br />E <br />U _J <br />Q p <br />C <br />� <br />JOB <br />NO: <br />22-09410 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />