Laserfiche WebLink
SHINGLE ROOF INSTALLED <br />PER MANUFACTURER'S <br />SPECIFICATIONS <br />12 <br />_ T <br />r <br />12 --`'�=-- - - FLASHING---__, FLASHING — — — _ ��__ _ _ — FLASHING — — — — FLASHING — _.sue- -- ��-�•� '- <br />--- <br />-,�-.- <br />TT <br />a <br />r <br />12 <br />PLATE <br />PLATE <br />TIMM _ — — — —EXTERIOR CJNVEEP <br />PLASTER ON NIMBI <br />HDR HGT. <br />FRAME <br />__. <br />o 6" S4BAND -- ' <br />09 "—i'_� __._�CORED "SCORED BAND <br />.._-:. <br />(2) 25 SH (2) 25 SH ` '" "' "' """ "`" (2) 25 SH (2) 25 SH <br />IiLfl �Jffi <br />77 <br />T17 <br />F 1. <br />_ <br />8"SCORED TEXTURED 8070 OVERHEAD DOOR 8070 OVERHEAD DOOR 3068 3068 8070 OVERHEAD DOOR 8070 OVERHEAD DOOR 3068 3068 8070 OVERHEAD DOOR 8070 OVERHEAD DOOR <br />RAND CEMENTITIOUS TEXTURED. TEXTURED <br />FINISH ON C.M.U. FINISGEMEH <br />ITIOUS CIMSHONENT[TIOUS <br />.0 <br />(TYP.) FINISH ON C.M.U. FINISH ON C,M.U. <br />(TYP_) (TYP-) <br />FRONT ELEVATION_ <br />SCALE: 1/8" = V-0" <br />EP EXTERIOR <br />P ASTER ON <br />— — FRAME — <br />PLATE <br />DOOR <br />HDR HGT. <br />FIN. FLR. <br />SAND HIE] <br />L I <br />\ <br />11 <br />11 <br />1 <br />1 <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />SHINGLE ROOFINSTALLED <br />PER MANUFACTURER'S <br />LEFT ELEVATION <br />TEXTURED <br />CEMENTITIOUS <br />FINISHON C.M.U. <br />(TYP.) <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP) <br />REAR ELEVATION_ <br />CEMENTITIOUS - - FINISH ON C.M.U. - <br />FINISH ON C.M.U. (TYP.) <br />(7YP.) <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />RIGHT ELEVATION_ <br />SCORED TEXTURED ELEMENT <br />SCALE: 1 /4"=V-0" <br />FOR FRONT ENTRY DOORS SCALE: 1/2"=V-0" <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. Ex anded metal or woven wire lath shall be attached <br />p <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 />e e <br />Wood Application: 16 Ga.x1-1/2" long (3/4 -1 '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 />9 9 � s @ <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 />cv <br />car <br />a <br />� o <br />i--® <br />C W <br />" <br />-a adm..x <br />`ih �._ , ; <br />'W',bg <br />� L <br />i d G'L <br />_E <br />v <br />r NY �s <br />"i <br />r-- <br />y <br />Q �•J �<' t+:3 <br />� P <br />f <br />'a � <br />0 <br />it9ddll3@It' 14 <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 Florida Building Code - <br />Residential 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 />Uf <br />W vE <br />O <br />ENE _Q O N O <br />0 +°� 00 a N W <br />�L6� n <br />V C.:-I U� W <br />Ca U)c m O <br />co N 0o <br />g <br />W U) °' M w <br />Z LLO CIJ Z Q J <br />CO <br />IL <br />a N O U Q c0.> <br />Z 0 <br />In <br />W El El <br />l�J M c- <br />M � <br />N M <br />w O <br />0 <br />z <br />Q <br />O <br />M <br />Ln z II <br />CD a <br />LLJ <br />a <br />V <br />0/1 , , , o <br />v ' <br />coda <br />c <br />E <br />= w <br />v <br />U) <br />N Os <br />r- <br />o <br />w <br />M <br />o 3 <br />Z <br />� <br />LL­ <br />E <br />�� <br />z <br />Is <br />E o <br />od <br />— <br />x� <br />U <br />a` <br />00 <br />� <br />GQ <br />o E <br />(V fu <br />L <br />U <br />< o <br />Qra <br />Ca Z <br />w w <br />ZZ <br />o <br />y <br />U <br />ym <br />.0 <br />O, <br />z <br />U <br />GW <br />Z N <br />N <br />¢w <br />o< <br />GO <br />a0 <br />nw <br />v <br /><a <br />-W <br />=� <br />o <br />wa <br />ro <br />EJ co <br />10¢ <br />q <br />a <br />OF <br />U <br />0 CV <br />E2 <br />LO <br />Cf) <br />C <br />rn <br />® <br />O <br />` <br />c� <br />L0 <br />0 <br />'� <br />N <br />r <br />0 <br />M <br />O <br />� <br />0- <br />Q <br />07 <br />60 <br />r <br />U) m a <br />Q <br />� � <br />® (0 N <br />Ln <br />NO <br />CD <br />.S]00 <br />G'1 N a) � <br />Ln <br />c6 <br />00 <br />® <br />r <br />� <br />O <br />Z <br />c <br />Z <br />M N <br />E �, <br />� <br />n <br />E 4i <br />U� ¢ o <br />J <br />JOB <br />NO: <br />. 22-09484-09479 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />