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Home My WebLink About013-SP1.1-Specifications Docusign Envelope ID:OB8B83E5-B8B3-4B58-A2DC-E6EFCF2DDOFD STAMP: CAST-IN-PLACE-CONCRETE 2.2 SLUMP: B. PLACING CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE CARRIED OUT AT SUCH A RATE THAT THE CONCRETE PREVIOUSLY '••••64J 1/2026 A. THE MAXIMUM SLUMP SHALL NOT EXCEED 3" EXCEPT FOR CONCRETE TO BE PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESHLY PLACE CONCRETE PART 1: GENERAL CONCRETING, ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS O N T q Nq ,• PLACED IN FORMS 8" WIDE OR LESS, WHERE THE MAXIMUM SLUMP SHALL BE 4". Lz' 7.1 SUMMARY OPERATION UNTIL THE SECTION IS COMPLETED. NO COLD JOINTS SHALL BE 3 B. THE DETERMINATION OF SLUMP SHALL CONFORM TO ASTM C143. ALLOWED. *:' ;* w A. FURNISH AND INSTALL ALL CAST-IN-PLACE CONCRETE, REINFORCING AND 2.3 MIXING: C. CONSTRUCTION JOINTS: USE KEYWAYS, CONTINUE REINFORCEMENT THROUGH JOINT. :•CHRISTOPH ER•': ACCESSORIES, AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. GIANNOTTI 1.2 SUBMITTALS: A. THE CONTRACTOR SHALL USE READY-MIXED CONCRETE, MIXED AND DELIVERED IN D. EXPANSION JOINTS: FOR EXTERIOR WORK, LOCATE AT 30'-0" O.C. MAXIMUM, AT ' CONFORMANCE WITH ASTM C94. APPROVED LOCATIONS. PROVIDE SMOOTH DOWELS ACROSS JOINT WHICH PERMIT 1" No. 105865 A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION HORIZONTAL MOVEMENT AND NO VERTICAL SHEAR MOVEMENT. 2.4 MIXTURES: INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. �0 ., <(/�:' E. ISOLATION JOINTS: PROVIDE BETWEEN SLABS AND VERTICAL ELEMENTS SUCH AS T ��CENSE�•' N� A. THE CONCRETE SHALL CONTAIN AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH COLUMNS AND STRUCTURAL WALLS. z B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, S '' DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT THE REQUIREMENTS OF ASTM C-260 AND ACI 212.1 R AND A WATER-REDUCING Docusigned,S�O �N�j , w¢ ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ASTM C-494 AND ACI F. CONTROL JOINTS: PROVIDE SAWN OR TOOLED JOINTS OR REMOVABLE INSERT ay, NA1 u w CONSTRUCTION. 212.1 R. ADMIXTURES SHALL BE PURCHASE AND BATCHED IN LIQUID SOLUTION. STRIPS; DEPTH EQUAL TO 1/4" SLAB THICKNESS. SPACING SHALL BE AS 1. SHOP DRAWINGS SHALL BE PREPARED AND STAMPED BY A QUALIFIED THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM REQUIRED AND APPROVED. ENGINEER LICENSED IN THE JURISDICTION OF THE PROJECT. CHLORIDE IS PROHIBITED. G. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY ENG I B. ADMIXTURES SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. VIBRATION, SPADING, RODDING, OR FORKING DURING THE OPERATION OF PLACING STATE OF MONTANA C. MIX DESIGN: SUBMIT FOR APPROVAL MIX DESIGN PROPOSED FOR USE. AND DEPOSITING IN ACCORDANCE WITH ACI 309. THE CONCRETE SHALL BE ENGINEER: PE#: DISCIPLINE: 1.3 QUALITY ASSURANCE C. ACCEPTABLE MANUFACTURERS ARE: WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE CORNERS OF CG CHRISTOPHERGIANNOTTI 105865PE CIVIL C THE FORMS SO AS TO ELIMINATE ALL AIR AND STONE POCKETS. SDK SHELTON D.KEISLING 86951PE ELECTRICAL E 1. W.R. GRACE 3. MASTER BUILDERS DJW DAVID J.WALDRON 104827PE ELECTRICAL E a A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF TMS TERRANCE M.SUPER 17412PE ELECTR CAL E o ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR 2, SIKA GROUP 4. EUCLID CHEMICAL CO 3.5 FINISHING: Z SERVICE FOR A MINIMUM OF THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 2.5 CURING COMPOUNDS: A. FINISHING OF ALL SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1; SECTION 7.2 INSTRUCTIONS. WITH A MINIMUM OF THREE TROWELINGS. B. TESTING: EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO OWNER TO A. CURING COMPOUNDS SHALL CONFORM TO ASTM C309, TYPE 1, ID, CLASS A 1. INTERIOR SLAB FINISH TOLERANCE AS MEASURED IN ACCORDANCE WITH ASTM DESIGN CONCRETE MIXES AND TO PERFORM MATERIAL EVALUATION TESTS. PROVIDE AND B AND ASTM C171 AS APPLICABLE E 1155, SHALL HAVE AN OVERALL TEST F NUMBER FOR FLATNESS, FF=20 ' 4 AND 28 DAY CYLINDER TESTS. COMPLY WITH ASTM C 143, C 173, C 31 AND AND FOR LEVEL, FL=15. THE MINIMUM LOCAL NUMBER FOR FLATNESS, FF=15 PART 3: EXECUTION C 39. AND FOR LEVEL, FL=10. 3.1 GENERAL: 2. EXTERIOR SLAB FINISH SHALL BE FLAT (FF=20) AND SHALL BE SLOPED A N C. STANDARDS MINIMUM OF 1/8" PER FOOT TO A MAXIMUM OF 1/4" PER FOOT TO PREVENT s A CONSTRUCT AND ERECT FORMWORK IN ACCORDANCE WITH ACI 301 ACI 347. PONDING WATER. 1. ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. A. w 2. ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AND B. COLD-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. B. SURFACES OF SLABS SHALL RECEIVE TWO COATS OF CLEAR SEALER/HARDNER. a CRSI MANUAL OF STANDARD PRACTICE. C. HOT-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. C. ABOVE GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF ACI 301. PART 2: PRODUCTS 3.2 INSERTS. EMBEDDED COMPONENTS AND OPENINGS: 3.6 CURING: PLANS PREPARED FOR: 2.1 MATERIALS: A. CONTRACTOR SHALL CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS AND A. FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING • A. MATERIALS SHALL CONFORM TO THE RESPECTIVE PUBLICATIONS AND OTHER OTHER ITEMS TO BE BUILT INTO THE CONCRETE WORK. AND EXCESSIVELY HOT OR COLD TEMPERATURES AND SHALL BE MAINTAINED WITH ��I�O REQUIREMENTS SPECIFIED HEREIN. MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD B. COORDINATE THE WORK OF OTHER SECTIONS IN FORMING AND SETTING OPENINGS, OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND PROPER B. CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. CEMENT MAY BE RECESSES, SLOTS, CHASES, ANCHORS, INSERTS AND OTHER ITEMS TO BE HARDENING OF THE CONCRETE. s BAGGED OR BULK. CEMENT SHALL BE USED FROM ONLY ONE MILL THROUGHOUT EMBEDDED. PLANS PREPARED BY: PROJECT. B. CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. CONCRETE SHALL BE C. EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION, KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE --• C. FINE AGGREGATE: FINE AGGREGATE SHALL CONFORM TO ASTM C33-08 AND SHALL AND PLUMBNESS. LOCATE AND MEASURE FROM ESTABLISHED SURVEYED INITIAL CURING. BEFORE THE CONCRETE HAS DRIED, ADDITIONAL CURING SHALL BE BE UNIFORMLY GRADED, CLEAN, SHARP, WASHED MATERIAL OR CRUSHED SAND, REFERENCE BENCHMARKS. ACCOMPLISHED BY ONE OF THE FOLLOWING MATERIALS OR METHODS: V� sc -.FREE FROM ORGANIC IMPURITIES. D. EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE AS REQUIRED TO PREVENT 1. PONDING OR CONTINUOUS SPRINKLING D. COURSE AGGREGATE: COURSE AGGREGATE SHALL CONFORM TO ASTM C33-08 AND MOVEMENT DURING CONCRETE PLACEMENT AND CONSOLIDATION. COMPONENTS 2. ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET SHALL BE NATURAL WASHED GRAVEL OR WASHED CRUSHED ROCK HAVING HARD, FORMING A PART OF A COMPLETE ASSEMBLY SHALL BE ALIGNED BEFORE 3. NON-ABSORPTIVE FILM (POLYETHYLENE) OVER A PREVIOUSLY SPRINKLED DRAWING NOTICE: STRONG, DURABLE PIECES, FREE FORM ADHERENT COATINGS, THE MAXIMUM SIZE ANCHORING. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND TEMPLATES AS SURFACE THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE OF COARSE AGGREGATE SHALL BE 3 4" IN ACCORDANCE WITH THE REQUIREMENTS 4. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET PROPERTY OF BBC,INC.AND IS LENT TO THE BORROWER FOR Z / REQUIRED TO MAINTAIN THE SETTING AND ALIGNMENT. THEIR CONFIDENTIAL USE ONLY,AND IN CONSIDERATION OF w OF ASTM C33-08; GRADATION SIZE NO. 67. 5. CONTINUOUS STEAM (NOT EXCEEDING 150 DEGREES F) OR VAPOR MIST BATH. THE LOAN OF THIS DRAWING,THE BORROWER PROMISES AND z AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT E. WATER WATER USED IN THE CONCRETE MIX SHALL BE POTABLE, CLEAN, AND 3.3 REINFORCEMENT PLACEMENT: 6. SPRAYED-ON CURING COMPOUND APPLIED IN TWO COATES, SPRAYED IN WILL NOT BE REPRODUCED,COPIED,LENT OR OTHERWISE PERPENDICULAR DIRECTIONS. DISPOSED OF DIRECTLY OR INDIRECTLY,NOR USED FOR ANY FREE FROM OILS, ACIDS, SALTS, CHLORIDES, ALKALI, SUGAR, VEGETABLE, OR A. REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH CHECKED AND RELEASED PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED. OTHER INJURIOUS SUBSTANCES. DRAWINGS AND ACI 301 AND ACI 315; SECURELY WIRE-TIE REINFORCEMENT AT C. THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR SUBMITTALS: ' ALL INTERSECTIONS. FRACTION THEREOF, NOT NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE DESCRIPTION DATE BY REV F. REINFORCING STEEL: ALL BARS ARE TO BE NEW BILLET STEEL CONFORMING TO OF THE AIR IN CONTACT WITH CONCRETE IS ABOVE 50 DEGREES F HAS TOTALED ADDED TOWER OPTIONS 04/04/25 AWD B ASTM A615, GRADE 60. BENDING DETAILS ARE TO CONFORM TO THE STANDARDS B. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT AGAINST SEVEN (7) DAYS. CONCRETE SHALL NOT BE PERMITTED TO FREEZE DURING THE OF ACI 318. DISPLACEMENT FROM FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT AND CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD SHALL BE REVISED LAT LONG 10/17/25 AWD c CONSOLIDATION. REINFORCING SHALL BE SUPPORTED ON METAL CHAIRS, RUNNERS, PREVENTED. REVISED PER CLIENT COMMENTS 11/20/25 JDH D w G. FORMS: THE FORMS SHALL BE TRUE AND RIGID AND CONFORM TO SHAPE, LINE BOLSTERS, SPACERS, AND HANGERS. ISSUED FOR CONSTRUCTION 12/16/25 DSL 0 m AND DIMENSIONS AS SHOWN ON THE DRAWINGS. ALL FORMS SHALL BE RIGIDLY END OF SECTION CONSTRUCTED, BRACED AND TIED TO PREVENT ANY DEFLECTION OR DISPLACEMENT C. SPLICES OF REINFORCING BARS SHALL BE CLASS B UNLESS SHOWN OTHERWISE. REVISED LAT LONG 03/18/26 DSL 1 DURING PLACING OF CONCRETE. ALL EXPOSED CORNERS AND EDGES SHALL HAVE SPLICES SHALL BE STAGGERED. FULL DEVELOPMENT LENGTH SHALL BE PROVIDED REISSUED FOR CONSTRUCTION 05/08/26 CALI 2 3/4" FILLETS. ALL JOINTS SHALL BE MORTAR TIGHT; OPEN JOINTS SHALL BE ACROSS JOINTS. APPLICANT SITE NAME: SEALED AS REQUIRED. ' H. CONCRETE: D. LOCATE REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON MT8 HERO-A THE DRAWINGS. MINIMUM COVER SHALL BE AS REQUIRED BY ACI 318. 1. PROPORTIONING: CONCRETE SHALL CONFORM TO THE FOLLOWING: E. WELDING OF AND TO ANY REINFORCING MATERIALS INCLUDING TACK WELDING OF MDG LOCATION ID: CROSSING BARS IS STRICTLY PROHIBITED. BARS SHALL BE FREE OF FLAKY OR z a. CEMENT-6 SACKS PER CUBIC YARD, MINIMUM SCALY RUST AT THE TIME THE CONCRETE IS PLACED. 5000979700 w� Z 00 b. WATER SHALL BE KEPT TO AN ABSOLUTE MINIMUM TO MAINTAIN SLUMP AS 3.4 CONCRETE PLACEMENT: a cw, SPECIFIED A. PRIOR TO PLACING CONCRETE, FORMS AND REINFORCEMENT SHALL BE SITE ADDRESS: c. AGGREGATE; SAND FACTOR SHALL BE AS REQUIRED TO GIVE THE BEST THOROUGHLY INSPECTED. ALL WOOD CHIPS, DIRT, ETC., AS WELL AS ALL lOE)E OAK ST WORKABLE MIX WITHIN THE RANGE OF 467 TO 52% OF TOTAL AGGREGATE. TEMPORARY BRACING, TIES, AND CLEATS REMOVED, AND ALL OPENINGS FOR I UTILITIES PROPERLY BOXED, ALL FORMS SHALL BE PROPERLY SECURED IN THEIR BOZEMAN,MT 59715 d. STRENGTH-4,000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE CORRECT POSITION AND MADE TIGHT. ALL REINFORCING AND EMBEDDED ITEMS SHALL BE SECURED IN THEIR PROPER LOCATIONS.. ALL OLD AND DRY CONCRETE SHEET DESCRIPTION: SHEET#: e. ALL CONCRETE SHALL CONTAIN A WATER-REDUCING AGENT AND SHALL AND DIRT SHALL BE CLEANED AND ALL STANDING WATER AND OTHER FOREIGN w HAVE THREE (3) TO FIVE (5) PERCENT ENTRAINED AIR. MATTER REMOVED. SPECIFICATIONS om SP-1.1 (2 OF 4) .0 0