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HomeMy WebLinkAbout14 BRK A50.pdf 12/21/10 Issues: Sheet No.: Sheet Contents: Plotted: Checked By: Drawn By: Commission No. SLS JJI Copyright © 2010 RWA Architects, Inc. All rights reserved. RWA Architects, Inc. 2771 Observatory Avenue Cincinnati, Ohio 45208 Office: 513-321-9506 Fax: 513-321-9507 Burks Residence 2011 Burning Tree Lane Carmel, IN 46032 10-0708 J.ITECT HCRA STATE OF IDN I ANA TERED SIGER NHOJ ISCH No. 9400134 Wall Sections A5.0 x x x x x x x x x x x x x x x x x x x x x x Geo-textile capped granular fill P.T. 2x6 sill plate w/1/2" dia. anchor bolts @32" o.c. & within 12" of end of plate section, typ. Embed 7" min. Foil-faced batt insulation along foundation perimeter (top 3'-0") 7'-10" ± finish head height to align with 8 ft. french door beyond Apply jamb extensions in field to align with door head beyond 1A5.1 Roof Construction: -Asphalt shingles -30# building felt. -Install ice and water guard membrane. Lap shingle style. See specifications for locations. -5/8" exterior plywood sheathing. -2x12 rafters w/2x10 ceiling joists @@16" o.c. max. -Simpson H2.5 hurricane anchors @bearing points of alternating roof framing members. -R-38 spray foam insulation. See specifications. -Ceiling finish as scheduled. Wall Construction: -Stone veneer to be selected. Install galv. wall ties @16" o.c. vert. & 24" o.c. horiz. max. Provide cont. base flashing w/weep holes and wicks @32" o.c. typ. Provide weeps @bottom and top of wall, typ. -Drainage & ventilation mat full height of masonry. See specs. -Air infiltration barrier lapped shingle style. See specs. -1/2" exterior plywood sheathing -2x6 wall studs @16" o.c. max. -R-21 spray foam insulation. See specifications. -Interior finish as scheduled. Slab Construction: -4" poured concrete slab w/6x6 W2.9 x W2.9 welded wire mesh @mid-depth. -6 mil. poly vapor barrier -6" min. pea gravel Living Room 102 0' 1' 2' 4' Wall Section • Living Room & Wide Footing ConditionsScale: 1"=1'-0" 2A5.0 Typ. 1st Floor Construction: -Finish flooring -as scheduled. -3/4" plywood subfloor. -11 7/8" I-joists -see plans for spacing -Spray foam insulation @bandjoist, typ. -Sound batt insulation @Master Bedroom and in areas indicated in specs. Perforated foundation perimeter drain in a geo-fabric sock. Refer to specs. Tie into existing storm water drainage system. Undisturbed soil Typ. Foundation Construction: -Exterior drainage board below grade-Waterproofing membrane -see specs. -Poured concrete foundation wall w/(2) #5 bars at top, middle, and bottom (horiz). Walls are 10" thick U.N.O. -refer to S2.0. Provide vertical #4 bars @3'-0" o.c. alt. inside/outside face of wall. -Concrete footing to bear on undisturbed soil: 12" thick w/(2) #5 bars @mid-depth, typ. -Footings shall extend 6" beyond each face of foundation wall U.N.O. Geo-textile capped granular fill T/First Floor Elev. 100'-0" T/First Floor Plate Elev. 109'-1 1/8" T/Slab Elev. 90'-0" T/Footing Elev. 89'-8" T/Foundation Elev. 98'-10" 4" 8'-10" 1'-2" 9'-1 1/8" P.T. 2x6 sill plate w/1/2" dia. anchor bolts @32" o.c. & within 12" of end of plate section, typ. Embed 7" min. 4" min. Foil-faced batt insulation along foundation perimeter (top 3'-0") 7'-1" finish head height 1A5.1 sim. Typ. Roof Construction: -Asphalt shingles -30# building felt. -Install ice and water guard membrane. Lap shingle style. See specifications for locations. -5/8" exterior plywood sheathing w/ply-clips. -Rafters or trusses -see plans for framing information and location. -Simpson H2.5 hurricane anchors @bearing points of alternating roof framing members. -R-38 spray foam insulation. See specifications. -Ceiling finish as scheduled. Typ. Wall Construction: -Brick veneer to be selected. Install galv. wall ties @16" o.c. vert. & 24" o.c. horiz. max. Provide cont. base flashing w/weep holes and wicks @32" o.c. typ. Provide weeps @bottom and top of wall, typ. -Drainage & ventilation mat full height of masonry. See specs. -Air infiltration barrier lapped shingle style. See specs. -1/2" exterior plywood sheathing -2x6 wall studs @16" o.c. max. -R-21 spray foam insulation. See specifications. -Interior finish as scheduled. Slab Construction: -4" poured concrete slab w/6x6 W2.9 x W2.9 welded wire mesh @mid-depth. -6 mil. poly vapor barrier -6" min. pea gravel Unfinished Basement 001 Radon mitigation piping around entire basement perimeter 6" 10" 6" Typ. Wall SectionScale: 1"=1'-0" 1A5.0 1'-0" Perforated foundation perimeter drain in a geo-fabric sock. Refer to specs. Tie into existing storm water drainage system. Undisturbed soil Unfinished Basement 001 1'-8 1/2" 10" 1'-8 1/2" 4'-3" 1'-0" Radon mitigation piping around entire basement perimeter (5) horizontal #5 bars spaced as illustrated #5 bars @18" o.c. #5 bars @18" o.c. 24" 40" 2" (2) #5 bars @24" o.c. vert. #5 bars @18" o.c. tied to dowels 12 8 12 8 12 8 Dropped beam -refer to S2.1 Provide trusses with 2x8 min. top chord. 2x6 soffit framing Trusses to bear on dropped beam. Extend trusses to outside of sheathing beyond. Provide bird's mouth at extended truss top chord as req'd to secure to exterior wall. 9 1/2" heel 9 7/8" heel 9 7/8" heel 4" Wall Section • GarageScale: 1"=1'-0" 3A5.0 Dowel foundation to footing with 24" long #5 bars @18" o.c. Refer to S2.1 for header sizes Refer to S2.1 for header sizes 3/4" min. Provide 1/2" space w/compressible filler to allow for wood shrinkage. NOTE THAT FOUNDATION DESIGN ON THIS SECTION APPLY TO ALL AREAS WITH WIDE FOOTING CONDITION Typ. 1st Floor Construction: -Finish flooring -as scheduled. -3/4" plywood subfloor. -11 7/8" I-joists -see plans for spacing -Spray foam insulation @bandjoist, typ. -Sound batt insulation @Master Bedroom and in areas indicated in specs. Perforated foundation perimeter drain in a geo-fabric sock. Refer to specs. Tie into existing storm water drainage system. Undisturbed soil Foundation Construction: -Exterior drainage board below grade-Waterproofing membrane -see specs. -Poured concrete foundation wall w/(2) #5 bars at top and bottom and (1) within stem wall as shown (horiz). Provide vertical #4 bars @3'-0" o.c. alt. inside/outside face of wall. -Concrete footing to bear on undisturbed soil: 10" thick w/(2) #5 bars @mid-depth, typ. -Footings shall extend 6" beyond each face of foundation wall U.N.O. Geo-textile capped granular fill P.T. 2x6 sill plate w/1/2" dia. anchor bolts @32" o.c. & within 12" of end of plate section, typ. Embed 7" min. 6" 10" 6" 10" Dowel foundation to footing with 24" #5 bars @18" o.c. Sloped brick sill Slab Construction: -5" thick concrete slab -#4 bars @24" O.C. each way @mid-thickness of slab. -6 mil. poly vapor barrier -6" compacted pea gravel fill 1 3/8" 1'-10" (rough) Sloped brick sill with 15º min. pitch. Align bottom with adj. mortar joints. Backer rod and caulk Sloped brick sill with 15º min. pitch. Align bottom with adj. mortar joints. Backer rod and caulk Permit Set: 10/25/10 Wall Construction: -Stone veneer to be selected. Install galv. wall ties @16" o.c. vert. & 24" o.c. horiz. max. Provide cont. base flashing w/weep holes and wicks @32" o.c. typ. Provide weeps @bottom and top of wall, typ. -Drainage & ventilation mat full height of masonry. See specs. -Air infiltration barrier lapped shingle style. See specs. -1/2" exterior plywood sheathing -2x6 wall studs @16" o.c. max. -R-21 spray foam insulation. See specifications. -Interior finish as scheduled. 3'-0" min. Radon mitigation piping around entire basement perimeterDetail • GarageScale: 1 1/2"=1'-0" 4A5.0 11 1 1 1 Rev. 1 Set: 12/20/10