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HomeMy WebLinkAboutBS100 - Building SectionsA. TYPICAL WALL SECTION OR ELEVATION INDICATES TYPICAL WALL SECTION NOTES. OTHER SECTIONS NOTE UNIQUE CONDITIONS ONLY. KIT OF PARTS SITEWORK-02 2.1 GRADE-SLOPE AWAY FROM STRUCTURE-REF: SITE PLAN 2.2 SELF-COMPACTING FILL - REF: FOUNDATION DRAWINGS. 2.3 HEAVY DUTY VAPOR BARRIER (6 MIL MINIMUM) CONCRETE-03 3.1 NEW CONCRETE FOOTING - REF: FOUNDATION PLAN. 3.2 PERFORATED 4" PERIMETER DRAINAGE WRAPPED W/ FILTER FABRIC - TIE TOGETHER & ROUTE TO NEW SUMP PIT (VIF) 3.3 REINFORCED CONCRETE SLAB (WITH TURN-DOWN WHERE APPLICABLE). 3.4 EXPANSION MATERIAL 3.5 #4 VERTICAL BARS - REF: FOUNDATION PLAN 3.6 #5 HORIZONTAL BARS - REF: FOUNDATION PLAN 3.7 GALVANIZED ANCHOR BOLTS @ 48" O.C. - REF: FOUNDATION PLANS 3.8 CONCRETE FOUNDATION WALL 3.9 GALVANIZED STEEL ANGLE. PAINT WHERE EXPOSED TO MATCH ADJACENT TRIM COLOR MASONRY-04 4.1 BRICK VENEER WALL SYSTEM METALS-05 5.1 STRUCTURAL STEEL - REF: STRUCTURAL DRAWINGS WOOD AND PLASTICS-06 6.1 3/4" PLYWOOD T&G DECKING 6.2 1/2" OSB/PLYWOOD SHEATHING OR ZIP SHEATHING SYSTEM (ALTERNATE). 6.3 2x CONTINUOUS BLOCKING 6.4 GUTTER BOARD 6.5 WOOD FRAMING - REF: FRAMING PLAN & FLOOR PLANS & DETAILS 6.6 1/2" CONTINUOUS RAINSCREEN VENT CHANNEL - REF: SPECS 6.7 1" CONTINUOUS SOFFIT VENT CHANNEL - REF: SPECS 6.8 INSULATED HEADER - REF: SPECS 6.9 JOIST HANGER HARDWARE (UTILIZE BACKER BLOCK ON EACH SIDE OF TJI TO ELIMINATE ROTATION IF NEEDED - REVIEW DETAILS WITH TJI SUPPLIER) - REF: FRAMING PLANS / STRUCTURAL 6.10 RIM BOARD - NOTCH TO PROVIDE APPROPRIATE VENTILATION. (WHERE APPLICABLE AT SOFFITS) 6.11 NON CONTINUOUS 2X BLOCKING 6.12 SIDING (TYPE 1) - EXISTING VINYL. 6.13 SIDING (TYPE 2) - EIFS 6.14 SIDING (TYPE 3) - TBD (MAY NOT USE) 6.15 1X FURRING STRIP. 6.16 ROOF SHEATHING (NOT T&G) 6.17 COLUMN - REF: FRAMING PLAN 6.19 TREATED WOOD PLATE 6.20 GALVANIZED HANGER HARDWARE - REF: FRAMING PLANS / STRUCTURAL. 6.21 5/4 (1" ACTUAL) TRIM - REF: ARCHITECT FOR DETAILS 6.22 1x TRIM 6.23 HORIZONTAL INSECT SCREEN RAINSCREEN BATTEN 6.24 VINYL TRIM - 1" 6.25 VINYL TRIM - 3 1/2" THERMAL AND MOISTURE PROTECTION-07 7.1 METAL FLASHING (OR MEMBRANE - PER ARCHITECT) 7.2 R-19 WALL INSULATION 7.3 ALUMINUM DRIP EDGE 7.4 6" WIDE MINIMUM GRACE VYCOR SEALANT TAPE ALONG SILL LAPPING OVER CONCRETE - WEATHER BARRIER TO LAP OVER VYCOR 7.5 WEATHER BARRIER - LAP AND TAPE OVER FLASHINGS (POSITIVE DRAINAGE METHOD) 7.6 GUTTER + DOWNSPOUT 7.7 SEALANT - BACKER ROD + SILL TRIM - COORDINATE W/ FINISH FLOORING. 7.8 FOAM ROLL SILL SEAL 7.9 WATER-PROOFING 7.10 CAPILLARY BREAK OVER FOOTING 7.11 CONTINUOUS BEAD OF SEALANT (AIR-SEALING) 7.12 EXISTING SHINGLE ROOFING SYSTEM OVER ICE AND WATER SHIELD 7.13 ELASTOMERIC FLASHING - REF: SILL DETAILS 7.14 MEMBRANE ROOFING - REF: SPECS 7.15 PRE-FINISHED METAL - 3" TALL COPING 7.16 PRE-FINISHED METAL FLUE + CAP - REF: ARCHITECT FOR FINAL DETAILS 7.17 MINIMUM R-40 DENSE PACK CELLULOSE 7.18 WINDOW HEAD DRIP 7.19 1" CONTINUOUS VENT (COR-A-VENT) - SEGMENT BETWEEN RAFTERS WHERE INDICATED 7.20 1 1/2" EXTRUDED POLYSTYRENE INSULATION BOARD (R-10) 7.21 SPRAY FOAM INSULATION (OR APPROVED ALTERNATE) 7.22 SILL PAN 7.23 PREFINISHED METAL SILL FLASHING - MATCH WINDOW COLOR - REF: SECTIONS. 7.24 ICE & WATER SHIELD UNDER AND OVER CONTINOUS DRIP 7.25 ALUMINUM Z - FLASHING 7.26 PRE-FINISHED METAL - 6" TALL COPING 7.27 MINIMUM R-40 LOOSE FILL OR DENSE PACK INSULATION 7.28 PERIMETER FOUNDATION INSULATION (MINIMUM R-10) 7.29 MINIMUM R-22 POLYISOYANURATE INSULATION DOORS AND WINDOWS-08 8.1 DOOR-REF: PLANS/SCHEDULE. ARCHITECT TO REVIEW WINDOW/DOOR ORDER FOR DESIGN INTENT PRIOR TO PLACING 8.2 WINDOW - REF: PLANS/SCHEDULE. ARCHITECT TO REVIEW WINDOW/DOOR ORDER FOR DESIGN INTENT PRIOR TO PLACING FINISHES-09 9.1 FINISH FLOORING - REF: INTERIORS PACKAGE 9.2 GYPSUM DRYWALL-REF: PLANS/WALL TYPES & SPECIFICATIONS/FINISH PLAN (ALL DRYWALL SMOOTH FINISH IN BATHROOMS - TEXTUTRED IN ALL OTHER AREAS 9.3 INTERIOR TRIMS - REF: INTERIOR PACKAGE 9.4 WOOD CEILING - PAINTED - REF: INTERIORS PACKAGE SPECIALTIES-10 10.1 BRUSHED ALUMINUM ADDRESS NUMERALS - FINAL SELECTION BY ARCHITECT. 10.2 PREFABRICATED GALVANIZED METAL FIREPLACE FLUE - REF: ARCHITECT FOR DETAILS ELECTRICAL-15 15.1 LIGHT FIXTURE - REF: LIGHTING PLAN/SCHEDULE 15.2 ELECTRIC METER + CABLE/TELEPHONE INLETS MECHANICAL-16 16.1 A/C CONDENSING UNIT First Floor (Slab) 100' ‐ 0" T.O. Footing 98' ‐6" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge 2 121' ‐8"9' - 10"10' - 0"103A First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge  2 112' ‐6 7/8" T.O. Ridge 2 121' ‐8" 107A EXISTING BEAM6' - 11"6' - 5"EXISTING SOFFIT7' - 0"2' - 1" A300 05 First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" First Floor Plate Height 110' ‐0" T.O. Ridge 2 121' ‐8"11' - 0" FINISH10' - 0" FINISH8' - 0" FINISH8' - 0"4 1/2"First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6" First Floor Plate Height 110' ‐0" T.O. Ridge 1 115' ‐3 15/16" T.O. Ridge  2 112' ‐6 7/8" T.O. Ridge 2 121' ‐8" T.O. Fndt. Wall 100' ‐0"8' - 8 1/2"8' - 8 1/2"8' - 0"First Floor (Slab) 100' ‐0" T.O. Footing 98' ‐6"1 1/2"7' - 11"8 1/4"2' - 1 1/4" 6' - 5"SLOP E 1/4" PER FOOT 4"A300 06 6.19 7.23 7.3 8.2 7.18 6.8 6.2 7.5 7.20 6.13 7.2 6.3 9.2 7.12 6.5 EXISTING BEAM 7.6 6.5 7.5 7.20 6.13 7.34 1/2"1/2"1 1/2"3 1/2"9.4 6.22 6.13 6.2 6.2 CD1 DOCUMENTS: THESE DOCUMENTS ARE BASIC CONSTRUCTION DOCUMENTS FOR USE IN COMPLETING SCOPE PRICING. ONCE WE CONFIRM SCOPE PRICING, WE WILL COMPLETE "CD2" DOCUMENTS FOR CONSTRUCTION AND PERMITTING. SHEET NUMBER: SHEET TITLE: PROJECT NAME: CONSULTANT:Copyright HAUS Architecture LLC, 2022; Scope Documents Per Sheet A000 DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME: COPYRIGHT:HAUS - 2022 MARK: DATE: DESCRIPTION:317.652.2828HAUS-ARCH.COMcreate@haus-arch.com841 E 64th Street #201Indianapolis, IN 46220STATUS 10000 Upton Court,Carmel, IN 4608010.21.22 CD1 EGR/HEM CAS 2022_27 A300PRIVATERESIDENCESectionsNOT FOR CONSTRUCTION 3/16" = 1'-0"03 N/S Section Elevation (Living + Entry) 3/16" = 1'-0"01 N/S Section Elevation (Living Room (Facing Office + Dining) 3/16" = 1'-0"04 N/S Section - Bedroom 3/16" = 1'-0"02 N/S Section (Kitchen + Office) 1/2" = 1'-0"05 N/S Section Detail 1" = 1'-0"06 N/S Section Detail Callout 12/27/22