Loading...
HomeMy WebLinkAbout118.40 - Garage Slab (Copy 3)41TO 6" CONCRETE SLAB WITH 6X6 W2.1XW2.1 IN 3 SCHED 40 PIPE ON 3' SQUARE X 1' THICK FOOTING 4" P.G. SLAB SECTION 1 11/4 ON 20 GA 111/2" GROUT UNDER BEAM A REQ'D RIGHT ELEVATION SECTION 2 '14 "=1' -011 S 1 — '/2"4) ANG. BOLTS 6' O.G. P.T. 2X6 SILL. 2 -05 BARS CONTINUOUS SECTION 3 11/2 ^ = i' -0" 5 i — 40 BAR# (TYP) CORNER REINFORCING DETAIL CONCRETE NOTES 3" P. C. WALL W. 2- #5 TOP AND BOT ON 2'X1' CONT FOOTING 1. CONCRETE STRENGTH O 28 DAYS: 3000 PSI. 2. NO CONCRETE SHALL BE PLACED IN WATER, NOR SHALL ANY FOOTING BE PLACED ON FROZEN SOIL. 3. ALL CONCRETE WORK AND REINFORCING DETAILS SHALL CONFORM TO THE LATEST A.C.I. CODE AND MANUAL. 4. REINFORCING SHALL CONFORM TO ASTM A615-GR60. 5. ALL CONTINUOUS REINFORCING SHALL BE LAPPED 40 DIAMETERS. (o, PROVIDE BAR SUPPORTS, SPACERS d ACCESSORIES RECOMMENDED BY THE A.C.I. DETAILING MANUAL. "1. PROVIDE A MINIMUM OF 6" OF WELL COMPACTED CLEAN, COARSE SAND AND GRAVEL UNDER ALL SLA55 ON GRADE. 8. WHERE IT 15 NECESSARY TO RAISE GRADE BELOW SLABS, GRANULAR FILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 9590 DENSITY WITH A MECHANICAL VIBRATOR S. APPLY A SEALER TO UPPER SLAB SURFACE. STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM -A5-12 AND SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST DETAILING MANUAL OF A.I.S.C. AND AMERICAN WELDING SOCIETY. 2. ALL FIELD WELDING SHALL BE DONE BY A.W.S. CERTIFIED WELDERS. 3. BOLTED CONNECTIONS SHALL BE 31/4"4) A325. 4. STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH ,ZINC RICH CHROMATE (COLD GALVJ 5. AFTER FIELD WELDING, ALL WELDS AND ANY OTHER DAMAGED AREA SHALL BE TOUCHED UP WITH THIS SAME PAINT. STEEL DECK NOTES 1. STEEL DECK SHALL BE 111/2 VLI 20 GA. GALVANIZED COMPOSITE DECK BY VULCRAFT, OR APPROVED EQUAL. 2. INSTALLATION SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS. TOUCH UP AFTER WELDING. GARAGE SLAB WALLS GARAGE Si CRANBERRY LANE SO. YARMOUTH, MASS Bre,,qyr-1EC.0ENCaINEERIW.* =ASN 5CALE WNSULfwa ENGWEERS 4 PLANNERS D O. 10/30/00 at FRED BROOK ROAD IliAtN NIT Md &M%t. CJ -i