The URL can be used to link to this page

Home My WebLink AboutVWC CONV STORE20 A6.1 10-14-2021CONCRETE REQUIREMENTS AND SPECIFICATIONS: IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISIONS SHALL GOVERN. GOVERNING CODES: INTERNATIONAL BUILDING CODE, 2008, WITH CURRENT INDIANA AMENDMENTS. FOUNDATIONS: NOTIFY THE ARCHITECT AS SOON AS POSSIBLE OF ANY UNUSUAL SOIL CONDITIONS, SUCH AS UNEXPECTED SPRING OR SEEPAGE WATER, OR SOIL OF QUESTIONABLE BEARING CAPACITY. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR ENGINEERED FILL WITH AN ALLOWABLE BEARING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. PERIMETER FOOTINGS SHALL BEAR A MINIMUM OF 3'-0" BELOW EXTERIOR GRADE. STEP FOOTINGS AS REQUIRED. WHERE UNDERGROUND UTILITIES ENTER OR EXIT THE BUILDING, STEP TOPS OF ALL FOOTINGS BELOW UTILITY INVERT ELEVATIONS. DESIGN NET SOIL PRESSURES SPREAD FOOTINGS: CONTINUOUS FOOTERS 2,000 PSI 1,500 PSI. BACKFILL AND FILL MATERIALS: PROVIDE SATISFACTORY SOIL MATERIALS FOR BACKFILL AND FILL, FREE OF CLAY, DEBRIS, WASTE, FROZEN MATERIALS, VEGETABLE AND OTHER DELETERIOUS MATTER. REINFORCED CONCRETE: ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-95, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 301-96, "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE". PLACEMENT AND CURING OF CONCRETE SHALL CONFORM TO ACI 305 "HOT WEATHER CONCRETING" AND ACI 306 "COLD WEATHER CONCRETING". ALL REINFORCING DETAILS SHALL CONFORM TO ACI 315-86, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. ALL DEFORMED REINFORCING BARS: ASTM A615, GRADE 60 ALL WELDED WIRE FABRIC:ASTM A185, DELIVERED IN FLAT SHEETS REINFORCING SUPPLIER SHALL PROVIDE ALL BAR ACCESSORIES, CHAIRS, AND SUPPORTS NECESSARY TO SECURE STEEL IN ACCORDANCE WITH "ACT CODE OF STANDARD PRACTICE". WHERE ANY STEPS IN FALL FOOTING ELEVATIONS OCCUR, PROVIDE MAXIMUM STEP OF ONE VERTICAL TO TWO HORIZONTAL. CONCRETE COVER: UNLESS OTHERWISE NOTED, DETAIL REINFORCING TO PROVIDE MINIMUM COVER AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER, #5 RE-BARS OR SMALLER: 1/2 INCHES ALL OTHER:2 INCHES 1 CONCRETE CONTRACTOR SHALL VERIFY SOIL BEARING PRIOR TO CONCRETE PLACEMENT. REPORT DEVIATIONS TO GENERAL CONTRACTOR AND ARCHITECT. CONCRETE IN THE FOLLOWING AREAS SHALL CONSIST OF NATURAL SAND FINE AGGREGATE AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM C33, TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150, AND SHALL HAVE THE FOLLOWING COMPRESSIVE STRENGTH AT 28 DAYS: FOOTINGS AND PADS: SLABS-ON-GRADE AND PIERS: 3,000 PSI 4,000 PSI RETAINING WALLS, CURBS, SIDEWALKS, AND SLABS EXPOSED TO DE- ICERS. 4,000 PSI (6% + 1% ENTRAINED AIR BY VOLUME) NO PART OF THE STRUCTURE SHALL BE PLACED ON FROZEN OR WET SOIL. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE FOUNDATION AND SOIL WITHIN THE BUILDING AREA FROM FREEZING DURING WINTER CONSTRUCTION. FOOTINGS AND PIERS: DOWELS IN FOOTINGS SHALL MATCH VERTICAL PIER REINFORCING. PROVIDE CORNER BARS AT FOOTING CORNERS TO MATCH HORIZONTAL REINFORCING. MINIMUM LENGTHS OF EACH LEG TO BE 45 BAR DIAMETERS. BACKFILL AGAINST BOTH SIDES OF WALLS EQUALLY UNTIL THE LOWER ELEVATION IS ATTAINED. BRACE ALL FOUNDATION WALLS BEFORE BACKFILLING AND COMPACTING. PROVIDE LEAN CONCRETE (CLASS IV) UNDER FOUNDATIONS FOR ACCIDENTAL OVER-EXCAVATION, SOFT SPOTS, AND TRENCHES. BUILT-IN WORK: INSTALL ALL ANCHORS, INSERTS, NOSINGS, REGLETS AND LIKE ITEMS FURNISHED BY OTHER TRADES FOR INSTALLATION IN CONCRETE WORK. ALL BUILT-IN ITEMS SHALL BE IN PROPER LOCATION AND SHALL BE SO MAINTAINED DURING THE PERFORMANCE OF CONCRETE WORK. SLEEVES, CONDUITS, PIPES AND LIKE ITEMS PASSING THROUGH FLOORS, WALLS, OR BEAMS SHALL BE OF SUCH SIZE OR IN SUCH LOCATION AS NOT TO IMPAIR UNDULY THE STRENGTH OF THE CONSTRUCTION. VAPOR BARRIER PLACEMENT: USE A CONCRETE MIXTURE WITH AN ADEQUATE CEMENT FACTOR - MINIMUM OF 5 1/2 BAGS PER CUBIC YARD. USE A SMALL AMOUNT OF AIR-ENTRAINMENT IN THE MIXTURE TO REDUCE BLEEDING - ABOUT 3% TO 5% AIR. EXTERIOR CONCRETE SHALL HAVE 5 1/2% AIR. PLACE CONCRETE AT LOWEST PRACTICAL SLUMP. A WATER-REDUCING ADMIXTURE MAY BE USED TO LOWER THE MIX WATER CONTENT, IF USED STRICTLY ACCORDING TO WRITTEN MANUFACTURER'S INSTRUCTIONS. PERIMETER INSULATION: A TOTAL OF FOUR FEET WIDTH OF PERIMETER INSULATION SHALL BE PUT IN PLACE. THIS CAN BE A COMBINATION OF HORIZONTAL AND VERTICAL RIGID INSULATION, AS SHOWN ON DRAWINGS. PRE-ENGINEERED METAL CANOPY PART 1 - GENERAL THIS SPECIFICATION INCLUDES Freestanding, pre-engineered metal canopy including concrete foundation, steel framing, metal roof, roof drains and leaders, fascia components, and metal ceiling and accessories. REFERENCES American Institute of Steel Construction, Inc. (AISC): AISC 360 - Specification for Structural Steel Buildings (copyrighted by AISC, ANSI approved American Welding Society (AWS): AWS D1.1 - Structural Welding Code - Steel (copyrighted by AWS, ANSI approved). ASTM International (ASTM): 1.1 ASTM A 36/A 36M - Standard Specification for Structural Steel. National Association of Architectural Metal Manufacturers (NAAMM): NAAMM MFM - Metal Finishes Manual. National Fire Protection Association (NFPA): NFPA 70 - National Electrical Code (copyrighted by NFPA, ANSI approved) - hereinafter referred to as NEC. PERFORMANCE REQUIREMENTS Structural Performance: Provide pre-engineered canopies capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated for the specific location where Canopy will be installed: 1.2 Uniform pressure as indicated on drawings - minimum design wind load per ASCE 7, CH. 6. Thermal Movements: Provide pre-engineered canopies that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1.3 Temperature Change (Range): 120 degrees F (67 degrees C), ambient; 180 degrees F (100 degrees C), material surfaces. QUALITY ASSURANCE Welding: Qualify procedures and personnel according to the following: 1.4 Welding shall be in accordance with AWS D1.1 (with E70XX electrodes). 1.5 Steel shop connections shall be welded and field connections shall be bolted (unless otherwise noted on the Drawings). Shop welds may be changed to field welds with the approval of the project engineer. 1.6 Slag shall be cleaned from welds and inspected. Steel shall be painted with red oxide rust-inhibitive primer. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NEC, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. Source Limitations: Obtain pre-engineered metal canopy through one source from a single manufacturer who shall manufacture and install the canopy. DELIVERY, STORAGE, AND HANDLING Store products in manufacturer's unopened packaging until ready for installation. Protect components and accessories from corrosion, deformation, damage, and deterioration when stored at job site. Keep materials free from dirt and foreign matter. PROJECT CONDITIONS Field Measurements: The Contractor shall verify location and elevation of footings relative to finished grade, columns, and other construction contiguous with pre-engineered metal canopies by field measurements before fabrication and indicate measurements on shop drawings. 1.7 Established Dimensions: The Contractor shall, where field measurements cannot be made without delaying the work, establish dimensions and proceed with fabricating metal canopies without field measurements. Contractor is responsible to coordinate footer locations and elevations with any interferences with or attachments to abutting structures. PART 2 -- MATERIALS Structural Steel: 1.8 Material and work shall conform to the latest AISC 360. 1.9 Structural steel shall be painted with a rust inhibitive (red oxide) primer (std). 1.10 Structural steel shall be hot-dip-galvanized. Sheet Metal: 1.11 Decking: 3 inch (76 mm) by 16 inch (406 mm) by 20 gage smooth EIGHT A325 3/4" BOLTS FOUR GUSSETS 4" x 3" x 3/8" FOUR GUSSETS 4" x 3" x 3/8" 3/8" WEB STIFFENERS 3" x 6" x 1/4" TS PURLINS. FIVE REQUIRED. COLUMNS: W10x22 A36 STEEL FOUR REQUIRED TOP PLATE DETAIL SCALE: 1" = 1'-0" REFLECTED PLAN 2 3"x6"x1/4" TS PURLINS SCALE: 1/8" = 1'-0" CANOPY LONGITUDINAL SECTION SEE TOP PLATE DETAIL THIS SHEET 2 COLUMNS W10x22 A36 STEEL EIGHT REQUIRED 3/8" WEB STIFFENERS 20 GAUGE SMOOTH WHITE DECK PANS CURB AT PUMPS SEE OTHER DRAWINGS 16" x 16" x 3/4" STEEL BASE PLATE 1/2" x 20' ANCHOR BOLTS FOUR REQUIRED AT EACH COLUMN 3000 PSI CONCRETE #6 REBARS 12" O.C. EACH WAY TOP OF FOOTER 24" BELOW GRADE.4'-0"16'-0"3'-0"2'-0"FOOTER SHALL BE MINIMUM 6'-0" NORTH-SOUTH AND 4'-0" EAST WEST SEE DRAINAGE PLAN GUTTER SYSTEM TYPICAL OF 14 3"x6"x1/4" TS PURLINS TYPICAL OF 14 COLUMNS: W10x22 A36 STEEL BREAK-METAL WRAP AROUND COLUMNS EIGHT COLUMNS REQUIRED W10 x 12 SUPPORT BEAMS W10 x 12 SUPPORT BEAMS W10 x 12 SUPPORT BEAMS CANOPY STRUCTURAL PLAN SCALE: 1/8" = 1'-0" 3"x6"x1/4" TS PURLINS STEEL DECK TOTAL 14 I I IREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021 FOR PERMITTING AND CONSTRUCTIONA6.1 3"x6"x1/4" TS PURLINS TOTAL 14 PREFORMED GUTTER SYSTEM FRONT OF CANOPY FACIA STEEL DECK W10 x 12 SUPPORT BEAMS 20 GAUGE SMOOTH WHITE DECK PANS SCALE: 1" = 1'-0" EDGE OF CANOPY DETAIL1 A6.1 A6.1 A6.1A6.1 1 CANOPY DRAINAGE PLAN NORTH SCALE: 1/8" = 1'-0"SLOPE4" PVC DOWN INTERNAL GUTTER SYSTEM SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPECOLUMNS SEE STRUCTURAL PLAN HIGH POINT IN GUTTERGUTTER BY FACIA SUPPLIER HIGH POINT IN GUTTER HIGH POINT IN GUTTER HIGH POINT IN GUTTER