Laserfiche WebLink
SHINGLES <br />12 <br />— 14.0 <br />I <br />----------- ----------- 1;1 --- - - -------- -- - --------- ------- <br />- - <br />_ - - _---- 6" LAP <br />-- - - - -- -- -- - - - - - - — SIDING <br />-- -._. -- --- 13 SH_ <br />_.. - --13 SH _ <br />_-. - ---- - - --- <br />------------------------------------------------------------- <br />--- - 16" BAND <br />TEXTURED <br />FINISH <br />�- 4" TRIM <br />BOARD <br />T.O.M. <br />----------------- - - - - -^ <br />---------------------------- <br />- --- - - - - - - - - <br />q TEXTURED Y o <br />FINISH 4 <br />00 c <br />d <br />35 SH 25 SH 25 SH o <br />r <br />4" STONE CAP <br />TONE VENEER <br />T.O.M. <br />HDR. ---- <br />Oc <br />00 O <br />2ndF.FL . ----- <br />CLG. HGT. <br />T.O.M. _-- <br />AT GAR. <br />8" FRIEZE — <br />BAND <br />00 <br />er <br />c <br />F.FL. <br />ITT J`ziSl <br />T l A TT 1-1.. <br />_ <br />6" LAPS <br />SIDING <br />TEXTURED <br />- FINISH <br />4" TRIM <br />---- _ _ _ -- BOARD <br />4" STONE <br />STONE VEN <br />T.O.M. <br />---- HDR. <br />4 <br />o60 <br />2nd F.FL. <br />- - _ CLG. HGT. <br />T.O.M. <br />AT GAR. <br />8" FRIEZE <br />BAND <br />CO .� <br />00 T <br />c <br />0 <br />T <br />F.FL. sk <br />LEFT ELEVATION. <br />SCALE: 3/16" = 1'-0" <br /><a TEXTURED <br />in c FINISH <br />60 E-1] <br />o = 25 SH 25 SH 35 SH <br />RIGHT ELEVATION <br />SCALE: 3/16" = 1'-0" <br />T.O.M <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 Coverina <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 C 1861. <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 />e+7 <br />N <br />0 <br />'N <br />� <br />o <br />Z <br />> W <br />O s cm <br />w cti o <br />C /0 CJ N <br />--�mx <br />�Li-a <br />� eu <br />e4 N Y <br />a 3 m <br />d <br />ycr•`= s, <br />c E <br />� o <br />i <br />it <br />NoWl fit I to <br />�s� <br />�• P' , "i r• NS <br />N. <br />' <br />.► <br />i <br />Z•• <br />cQv <br />_` <br />U <br />ro�O�Q.� <br />° <br />L. G <br />• <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 Code <br />Residential <br />7th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />p � <br />O <br />N <br />�Nb <br />r <br />•/ <br />C7 Cr <br />a7 J <br />Cq �' LL <br />LL <br />LL a <br />z <br />LL <br />n. <br />W <br />WpjOi <br />N O <br />o <br />m <br />Z <br />� Cl)Z d <br />N <br />a <br />= <br />OU <br />W <br />❑❑ <br />z <br />J <br />[l N <br />z <br />GQ Xf6 <br />u, <br />�O <br />8 <br />c <br />C) <br />8. <br />U <br />c <br />48— <br />N <br />r— <br />o <br />w <br />LL_ <br />B. E <br />Zo <br />- <br />z <br />Z <br />oCL <br />Z <br />CN rEo <br />N <br />t$ <br />� <br />r9 <br />� <br />9.g <br />yo <br />EO <br />>� <br />Z�� <br />.s <br />3 <br />8 <br />-Z <br />4 <br />� <br />S <br />k <br />8� <br />c <br />o T <br />I� <br />N <br />CQ <br />T <br />E <br />� <br />I_ <br />Ln <br />co <br />CV <br />1147) <br />�. <br />o <br />C m <br />Co <br />U_ <br />O <br />o� <br />. — <br />E <br />N <br />T <br />o0 N <br />LO <br />c <br />� � <br />M � <br />CO <br />0 <br />co <br />d <br />Z <br />Z <br />E O <br />� <br />Iv <br />c <br />m <br />a <br />U _J <br />< p <br />°j <br />JOB <br />NO: 22-12560-12553 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />9 <br />