HomeMy WebLinkAbout2018-0831 (Pope) A202First Floor (Exist)100' - 0"Garage Plate107' - 0 1/4"Garage Slab98' - 5 3/4"T.O. Garage Foundation98' - 9 3/4"T.O. Garage Footing96' - 1 3/4"6.147.28 First Floor (Exist)100' - 0"Garage Plate107' - 0 1/4"Garage Slab98' - 5 3/4"T.O. Garage Foundation98' - 9 3/4"T.O. Garage Footing96' - 1 3/4"6.14 7.287.30 7.31 7.30 8.1First Floor (Exist)100' - 0"First Floor Plate Height108' - 1 1/8"T.O. Foundation Wall99' - 0"1"6.56.89.26.57.27.13EXIST6.17.168.17.287.46.2EXIST6.56.106.57.207.96.167.11EXIST4.77.307.56.26 7.326.237.226.217.309.37.56.28.27.266.21 7.226.217.5 6.2 7.30 7.29.26.216.216.77.136.137.157.277.37.166.217.26DECK TO BE FULLYSUPPORTED BY PIERS -NOTATTACHED TO HOUSEREF: ARCHITECT FORCANOPY DETAILSA.CONFORM ALL CONSTRUCTION TO THE CURRENT BUILDING CODES AS WELL ASLOCAL, COUNTY, AND/OR CITY JURISDICTIONS.B.DIMENSIONS ARE INDICATED FROM FACE OF COLUMN/RAILAND FACE OF MASONRY UNLESS OTHERWISE INDICATED. FIELDVERIFY EXISTING CONDITIONS.C.TYPICAL WALL SECTION OR ELEVATION INDICATES TYPICAL WALL SECTION NOTES.OTHER SECTIONS INDICATE UNIQUE CONDITIONS ONLY.GENERAL NOTESSITEWORK-022.1GRADE-SLOPE AWAY FROM STRUCTURE-REF: SITE PLAN.2.2SELF-COMPACTING FILL-REF: FOUNDATION DRAWINGS.2.3HEAVY DUTY VAPOR BARRIER (6 MIL MINIMUM).
CONCRETE-033.1NEW CONCRETE FOOTING -REF: FOUNDATION PLAN.3.2PERFORATED 4" PERIMETER DRAINAGE WRAPPED W/ FILTER FABRIC -TIE TOGETHER & ROUTE TO NEWSUMP PIT (VIF)3.3REINFORCED CONCRETE SLAB (WITH TURN-DOWN WHERE APPLICABLE)
3.4EXPANSION MATERIAL.3.5#4 VERTICAL BARS -REF: FOUNDATION PLAN3.6#5 HORIZONTAL BARS -REF: FOUNDATION PLAN3.7GALVANIZED ANCHOR BOLTS @ 48" O.C. -REF: FOUNDATION PLAN3.8CONCRETE STEPS / WALKS -REF: SITE PLAN & DETAILS3.9CONCRETE DRIVE -MODIFY EXISTING DRIVE IN ORDER TO TIE INMASONRY-04NOTE: PROVIDE MOCK-UP OF ALL MASONRY/MORTAR CONDITIONS4.1EXISTING BRICK VENEER WALL SYSTEM -PAINTED PER ARCHITECT -REF: 3D VIEWS4.2MASONRY CONTROL JOINT (3/8" WIDE -SEALANT -REF: ARCHITECT FOR COLOR SELECTION)4.3EXISTING GALVANIZED ANCHOR ASSEMBLY (BRICK TIE) WITH SELF-SEALING FASTENER (SPACE 16" O.C.EACH WAY)4.4EXISTING MASONRY WEEPS @ 16" O.C. -WEEPS SHALL ALWAYS BE ABOVE GRADE (FIELD VERIFY)4.5EXISTING SOLDIER COURSE BRICK BAND -PAINTED PER ARCHITECT -REF: 3D VIEWS4.61" AIR-SPACE4.7CMU FOUNDATION WALL -REF: FOUNDATION PLAN4.8CHIMNEY EXTENSION -MATCH EXISTING BRICK. EXTEND TO 24" ABOVE 10 FEET AWAYMETALS-055.1NOT USEDWOOD AND PLASTICS-066.13/4" PLYWOOD T&G DECKING6.21/2" ZIP SHEATHING SYSTEM (ALTERNATE: OSB/PLYWOOD SHEATHING w/ WEATHER BARRIERAPPROVED FOR USE IN RAINSCREEN ASSEMBLY)6.32x CONTINUOUS BLOCKING6.42x GUTTER BOARD -REF: TYPICAL DETAIL6.5WOOD FRAMING -REF: FRAMING PLAN & FLOOR PLANS (WALL TYPES) 6.63/4" CONTINUOUS RAINSCREEN VENT CHANNEL -REF: SPECS6.71" CONTINUOUS SOFFIT VENT CHANNEL -REF: SPECS6.8INSULATED HEADER -REF: SPECS6.9WEB STIFFENER / TRUSS BRACE -FOLLOW MANUFACTURERS INSTALLATION GUIDELINES6.10LVL OR GLU-LAM BEAM -REF: FRAMING PLANS / STRUCTURAL6.11JOIST HANGER HARDWARE6.12RIM BOARD -NOTCH TO PROVIDE APPROPRIATE VENTILATION6.13NON-CONTINUOUS 2x BLOCKING 6.14SIDING TYPE 1 -REF: ELEVATIONS / 3D VIEWS / ARCHITECT FOR MORE INFROMATION -INTENT ISWIDER PLANK VERTICAL SIDING, SIMILAR TO T-111 AND FINISH TO BE STAINED OR PAINTED -TBD.
6.151x FURRING STRIP6.16ROOF SHEATHING -SQUARE EDGE, NOT T&G 6.17TREATED 6 x 6 COLUMN -REF: DETAILS FOR CANOPY FRAMING6.18TREATED WOOD PLATE6.195/4 (1" ACTUAL) TRIM -REF: ARCHITECT FOR DETAILS6.201x TRIM 6.21HORIZONTAL INSECT SCREEN RAINSCREEN BATTEN OR INSECT SCREEN INSTALLED OVER BATTENS TOPROHIBIT INSECT INFILTRATION OF RAINSCREEN SYSTEM - REF: DETAILS6.22SMOOTH, PAINTED EXTERIOR-GRADE PLYWOOD SOFFIT6.23TREATED WOOD DECKING -REF: 3D VIEWS (ALTERNATE: COMPOSITE DECKING)6.24CANOPY -REF: ROOF PLAN / 3D VIEWS FOR DETAILS6.252x6 FLY RAFTER WITH 1x2 TOP TRIM -REF: DETAILS6.26TREATED WOOD DECK FRAMING -REF: DETAILSTHERMAL AND MOISTURE PROTECTION-077.1ALUMINUM FLASHING (OR MEMBRANE FLASHING -PER ARCHITECT)7.2 WALL CAVITY INSULATION -BUILDER TO VERIFY R-VALUE TO MEET CODE MINIMUMS
7.3ALUMINUM DRIP EDGE7.46" WIDE MINIMUM GRACE VYCOR SEALANT TAPE ALONG SILL LAPPING OVER CONCRETE -WEATHERBARRIER TO LAP OVER VYCOR7.5WEATHER BARRIER -LAP AND TAPE OVER FLASHINGS (POSITIVE DRAINAGE METHOD)7.6ALUMINUM GUTTER -REF: ROOF PLAN FOR SIZING INFORMATION -GUTTER LIP TO BE AT ROOF PITCHPROJECTION AS INDICATED7.7ALUMINUM DOWNSPOUT -REF: ROOF PLAN FOR SIZING INFORMATION7.8FOAM ROLL SILL SEAL7.9ATTIC EAVE BAFFLE (SEE SPECS)7.10PRE-FINISHED METAL TRIM -TO MATCH WINDOWS7.11ICE & WATER SHIELD PER MANUFACTURER'S INSTRUCTIONS7.12ALUMINUM CONDUCTOR -INTEGRAL WITH CANOPY ROOF AND TO SUPPORT RAIN CHAIN -REF:ARCHITECT FOR DETAILS7.13UNFACED VAITY INSULATION, CELLULOSE OR LOW-DENSITY SPRAY-APPLIED FOAM (RIM SEALER)7.14CONTINUOUS BEAD OF SEALANT (AIR-SEALING)
7.15ASPHALT SHINGLE ROOFING OVER 30# LAPPED FELT (OR APPROVED SYNTHETICUNDERLAYMENT) -REF: ARCHITECT FOR SELECTION7.16ELASTOMERIC SILL FLASHING -REF: SILL DETAILS7.17MEMBRANE ROOFING -REF: SPECS -WHERE APPLICABLE, WRAP MEMBRANE ROOFING UP ADJACENTWALL MINIMUM 12" -REF: DETAILS7.18PRE-FINISHED METAL FLUE & CAP -REF: ARCHITECT FOR DETAILS7.19ATTIC / ROOF INSULATION -MINIMUM R-40 INSULATION -DENSE PACK CELLUSLOSE OR LOOSE-FILLCELLULOSE (BUILDER OPTION) WHERE VENTED ASSEMBLY.7.20ATTIC / ROOF INSULATION -MINIMUM R-40 INSULATION w/ MINIMUM R-22 CLOSED-CELL INSULATION(RIGID OR SPRAY FOAM) DIRECTLY AT UNDERSIDE OF DECKING IN UNVENTED ASSEMBLY. REMAININGINSULATION TO BE OPEN-CELL AND DIRECTLY UNDER CLOSED-CELL INSULATION7.21CONTINUOUS RIDGE VENT7.22WINDOW HEAD DRIP -TO MATCH WINDOWS7.231" CONTINUOUS VENT (COR-A-VENT OR SIMILAR) -SEGMENT BETWEEN RAFTERS WHERE INDICATED7.242" EXTRUDED POLYSTRENE INSULATION BOARD (R-10)7.25SLOPED INSULATION -REF: ROOF PLAN / ARCHITECT FOR DETAILS7.26ALUMINUM SILL FLASHING -BLACK FINISH OR MATCH DOOR / WINDOWS -REF: DOOR & WINDOWSILL DETAILS7.27ICE & WATER SHIELD UNDER AND OVER CONTINUOUS DRIP -REF: DETAIL7.28ALUMINUM Z -FLASHING
7.29RUBBER MEMBRANE ROOFING -REF: SPECS.7.30SMOOTH, COMPOSITE / FIBER CEMENT PANEL -REF: 3D VIEWS / ARCHITECT7.31SMOOTH, COMPOSITE / FIBER CEMENT TRIMS -REF: ELEVATIONS / 3D VIEWS7.32VYCOR WRAP TOPS OF DECK FRAMING -TYPICAL -REF: DETAILSDOORS AND WINDOWS-088.1DOOR-REF: PLANS / SCHEDULE -ARCHITECT TO REVIEW WINDOW / DOOR ORDER FOR DESIGNINTENT PRIOR TO PLACING ORDER8.2WINDOW -REF: PLANS / SCHEDULE -ARCHITECT TO REVIEW WINDOW / DOOR ORDER FOR DESIGNINTENT PRIOR TO PLACING ORDER8.3OVERHEAD DOOR -REF: PLANS / SCHEDULE -ARCHITECT TO REVIEW WINDOW / DOOR ORDER FORDESIGN INTENT PRIOR TO PLACING ORDER8.4SKYLIGHT -REF: ROOF PLAN / WINDOW SCHEDULE -ARCHITECT TO REVIEW WINDOW / DOOR ORDERFOR DESIGN INTENT PRIOR TO PLACING ORDERFINISHES-099.1FINISH FLOORING -REF: INTERIORS PACKAGE.
9.2GYPSUM DRYWALL-REF: PLANS/WALL TYPES & SPECIFICATIONS/FINISH PLAN (ALL DRYWALL SMOOTHFINISH U.N.O.).9.3INTERIOR TRIMS -REF: INTERIOR PACKAGE.
SPECIALTIES-1010.1BRUSHED ALUMINUM ADDRESS NUMERALS -FINAL SELECTION BY ARCHITECT.10.2STEEL OR WOOD CANOPY W/ GLASS OR ACRYLIC ROOF SYSTEM -REF: DETAILS.ELECTRICAL-1515.1LIGHT FIXTURE -REF: LIGHTING PLAN/SCHEDULE.15.2ELECTRIC METER + CABLE/TELEPHONE INLETS.MECHANICAL-1616.1NOT USEDSTATUSSHEET NUMBER:SHEET TITLE:PROJECT NAME:CERTIFICATIONCopyright HAUS Architecture LLC, 2018; Scope Documents Per Sheet A000DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME:COPYRIGHT: HAUS -2018
MARK:DATE: DESCRIPTION:4601 E 116th Street,Carmel, IN 4603308.30.18 CHECK SETNOT FORCONSTRUCTION
PMR--2015_46
A202PRIVATERESIDENCEExteriorElevations /Wall Section1/4" = 1'-0" 01Elevation 5 -a
1/4" = 1'-0"02Elevation 6 -a
1" = 1'-0"03Section 504/08/19
David Rutti