17D-063 rev Scarborogh Proposed pg5 110413 11-4-13CONCRETE FOUNDATIONCONCRETE FOOTINGwww.CADdetails.comPROTECTED BY COPYRIGHT - 04/11/05 (BIGFOOT SYSTEMS )TOLL FREE: 1-800-934-0393BIGFOOT SYSTEMS INC.MAHONE BAY, NOVA SCOTIA B0J 2E0PHONE: (902) 627-1600FAX: (902) 627-1700www.bigfootsystems.comRR#2âThe Original.âS Y S T E M SBIGFOOT37° SILL SEALERWALL STRUCTUREADVANTECH SUBFLOORR-38 INSULATION2x FLOOR JOISTS 8" CONCRETE STEMWALLFINISH VINYL SIDING& ZIP WALL SYSTEMSHEATHINGFINISH FLOORTREATED MUDSILLFloor at Foundation2x6 RIM JOISTNOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.WALL STRUCTUREPRESSURE TREATED SILLFINISH SIDING& SHEATHING1" GAP BELOW SIDINGMOISTURE BARRIER BETWEENALL WOOD AND CONCRETECONCRETE STEMWALLOPEN DECKINGDeck Anchored to Foundation DECK JOISTTREATED HEADER BOLTEDTO FOUNDATION 2. DO NOT SCALE DRAWINGS. REFERENCE NUMBER 552-001a.BF 24 FOOTINGBIGFOOT SYSTEMS FOOTING FORM552-001a3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/infoâ.94" THK WALLSTIFFENER RIB (14)R. 2" TYP [R 50.8]R. 06" TYP [R 1.5]R. 03" TYP [R 0.8]1.125" [28.6]1.125" [28.6]1.125" [28.6]1.125" [28.6]1.125" [28.6]1.125" [28.6].245 DIA. HOLES (14).94" THK BASER. 4" TYP [R 101.6]FOUNDATION NOTES:ALL 16" FOOTINGS TO REST 80" BELOW GRADE ON CLEAN, FIRM UNDISTURBED SOIL. CONCRETE STRENGTH-3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 2,500 PSI).3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITIONS.MAXIMUM SLUMP, 4"USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISEMUDSILL ANCHORS SHALL BE SIMPSON STRONG TIE LMA6Z MUDSILL ANCHORS. SPACED 4' 6" O.C. 4 5/8" end of concrete min., 9 1/4" corner to corner min.INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED. * JOINTS AROUND WINDOW AND DOOR FRAMES * JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. * JOINTS BETWEEN WALL AND FOUNDATION * JOINTS BETWEEN WALL AND ROOF * JOINTS BETWEEN WALL PANELS * UTILITY PENETRATIONS THROUGH EXTERIOR WALLS,