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HomeMy WebLinkAboutRevisionTO ENDS OF 1/8 V314 @ 5± OC <BEARING BARS J/ AT CROSS BAR 8 __<1 GUSSET PL 1 TYP_ 1/4" GRATING 1/8 3/4 @ EA BEARING BAR FOR -<LOAD CARRYING BANDS W t=jill. - - - - I - I I IIII' H III -- ---- ------------ r ENDS OF 1/8 V314 @ 5± OC BEARING BARS 5± 1/8 V -<AT CROSS BAR @ EA BEARING BAR FOR 1/8 7-3/4<LOAD CARRYING BANDS GRATING GRATING it BANDING BAR DEPTH OF GRTG X 3/16 z 5 1/4" X 1/4" TOE PL THICK BANDING BAR TYPICAL TOE PIATE PANEL SIDES TYPICAL COLUMN CUT-OUT SCALE: 1 V-0 BANDING DETAILS " = i If = i SCALE: 1 SCALE: 1 LADDER (STEP THRU) 7-- 1 TYP CAGE (SIDE STEP) N I I STAIR WIDTH BANDING BAR 1 l-3" V -31P (SEE DESIGN DRAWING) H BANDING BAR r ---- ------ GENERAL 5TRUCTURAL NOTES E. GRATING (UNO) SERRATED G3. ALL ITEMS SHOWN ON THE DRAWING(S) EITHER MEET OR EXCEED THE F. IN COLD WEATHER, NO FROZEN OR ICY MATERIALS SHALL BE USED. 1. SLUMP TEST SAMPLING OF EACH TRUCK LOAD, IMMEDIATELY C7. PLACING CONCRETE: C14. ANCHOR BOLTS & EMBEDMENTS: C17. JOINT SEALANT SHALL BE GARDOX HORIZONTAL JOINT SEALANT BY W. R. UPON DELIVERY TO THE JOB SITE, AND DURING ACTUAL G1. ALL WORK SHALL CONFORM TO THE FOLLOWING CODES AND STANDARDS: AND HEALTH STANDARDS FOR GENERAL INDUSTRY 29 CFR PART 1910). EXCEED 140*F. WHEN PLACED IN FORMS, THE CONCRETE SHALL PLACEMENT OF CONCRETE. BARS/4- C/C CROSS MEADOWS, INC OR APPROVED EQUAL. HAVE A TEMPERATURE BETWEEN 50*F AND 90*17. WORK SHALL BE IN A. DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS IN A MANNER A. ANCHOR RODS SHALL BE ASTM F1554, GRADE 55, WITH WELDABILITY ACCORDANCE WITH ACI 306R "RECOMMENDED PRACTICE FOR WINTER POURS. 3. THE TESTING LABORATORY ENGAGED BY THE CONTRACTOR F. STAIR TREADS (UNO) SERRATED A. FLORIDA STATE BUILDING CODE 2017, 6TH EDITION RESOLUTION BEFORE PERFORMING TO AVOID INCLINED CONSTRUCTION JOINTS. MUST BE IN COMPLIANCE WITH THE REQUIREMENTS OF. ASTM SUPPLEMENT S-1, AND ARE TO BE SUPPLIED WITH NUTS AND C18. JOINT FILLER SHALL BE EUCO 700 FLEXIBLE INDUSTRIAL FLOOR JOINT G. IN HOT WEATHER, THE TEMPERATURE OF THE CONCRETE SHALL BE E329 FOR A CLASS 1 FACILITY, FULLY QUALIFIED TO PERFORM GRATING WITH CHECKERED PLATE TOP OF LADDER WASHERS AS SHOWN IN THE DETAILS. THEY SHALL BE LOCATED ON LESS THAN 90*F. WORK SHALL BE IN ACCORDANCE WITH ACI 305R FILLER BY THE EUCLID CHEMICAL COMPANY. CONTRACTOR SHALL. INSTALL NOSING, GALVANIZED TYPICAL COLUMN CUT-OUT B. "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS AMERICAN INSTITUTE B. CONCRETE. IN FORMS SHALL BE PLACED IN HORIZONTAL LAYERS, NO OF SUCH QUALIFICATION SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER FOR HIS APPROVAL BEFORE ANY CENTERS SHOWN WITH A TOLERANCE NO GREATER THAN +/- 1/8 It. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ACI 302.1R OF STEEL CONSTRUCTION, AISC 360-10, AS AMENDED IN SPECIFICATIONS. ASTM -A500, GR B DEEPER THAT 11-6", IN A MANNER TO AVOID INCLINED SECTION 9.10 CONSTRUCTION JOINTS. CONCRETE SHALL NOT BE DEPOSITED IN B. ALL ANCHOR RODS AND EMBEDDED STEEL SHALL BE FURNISHED C. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI ANY FORM WHERE THE DROP EXCEEDS 3' WITHOUT THE USE OF A AND INSTALLED BY THE CONCRETE CONTRACTOR. C19. GROUT SHALL BE CEMENT -BASED, NONMETALLIC, NONSHRINK FIVE STAR 318-14 , AMERICAN CONCRETE INSTITUTE 2008 AND FOLLOWING CHUTE OR OTHER APPROVED METHOD OF CONVEYANCE.� GROUT BY FIVE STAR PRODUCTS OR APPROVED EQUAL. REVISIONS. C. ADHESIVE ANCHORS SHALL BE HIT HY-200 ANCHOR SYSTEM WITH C. CONSOLIDATE CONCRETE CONFORMING WITH ACI 301 AND ACI 309R) HIT -Z STANDARD RODS BY HILTI FASTENING SYSTEMS OR APPROVED D. "MANUAL OF STANDARD PRACTICE , CONCRETE REINFORCING STEEL AND AS FOLLOWS: EQUAL. MINIMUM EMBEDMENT SHALL BE AS SPECIFIED BY THE INSTITUTE. MANUFACTURER UNLESS NOTED OTHERWISE. 1. WORK THE CONCRETE AROUND AND UNDER REINFORCING AND E. "STRUCTURAL WELDING CODE - STEEL (AWS D1.1)" AND "STRUCTURAL INTO CORNERS D. EXPANSION ANCHORS SHALL BE KWIK BOLT STUD ANCHOR SYSTEM GENERAL STEEL NOTES WELDING CODE - REINFORCING STEEL (AWS D.14) AMERICAN WELDING 2. PLACE NO VIBRATOR WITHIN 2 1/2- OF THE FACE OF THE BY HILTI FASTENING SYSTEMS OR APPROVED EQUAL. MINIMUM SOCIETY. FORM EMBEDMENT SHALL BE AS SPECIFIED BY THE MANUFACTURER S1. DESIGN, DETAILING, FABRICATION, AND ERECTION OF STRUCTURAL STEEL 3. INTERNAL VIBRATION MINIMUM FREQUENCY, 8,000 VIBRATIONS UNLESS NOTED OTHERWISE ON THE ENGINEERING DRAWING. SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL F. "DESIGN MANUAL FOR FLOOR DECKS AND ROOF DECKS STEEL DECK PER MINUTE WITH AMPLITUDE TO CONSOLIDATE EFFECTIVELY CONSTRUCTION, MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS. INSTITUTE. 4. USE OF VIBRATORS TO TRANSPORT CONCRETE IS NOT E. DOWELS SHOWN EMBEDDED INTO EXISTING CONCRETE SHALL BE DESIGN, FOURTEENTH EDITION (2011). ALLOWED, NOR SHALL THEY BE ALLOWED TO DISLODGE OR INSTALLED USING THE HIT HY-200 SYSTEM BY HILTI FASTENING G. "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL BEND REINFORCEMENT OR TIES, OR TO DISTURB PLACEMENT SYSTEMS OR APPROVED EQUAL. MINIMUM EMBEDMENT SHALL BE AS S2. UNO UNLESS NOTED OTHERWISE. MEMBERS AMERICAN IRON AND STEEL INSTITUTE (AISI), 2012 EDITION. OF ITEMS BUILT INTO FORMWORK FOR EMBEDMENT INTO SPECIFIED BY THE MANUFACTURER UNLESS NOTED OTHERWISE. , CONCRETE. S3. ANY DEVIATIONS FROM THE DESIGN/DETAILS SHOWN ON THE DRAWINGS 5. INSERT AND WITHDRAW VIBRATORS APPROXIMATELY EVERY 18 F. WATERSTOPS SHALL BE GREENSTREAK, STYLE 705. WATERSTOPS MUST BE APPROVED BY PERIGON. H. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE INCHES SHALL BE INSTALLED CONTINUOUSLY AT CONSTRUCTION AND 7-10) AMERICAN SOCIETY OF CIVIL ENGINEERS. 6. INSERT VIBRATORS NO FARTHER THAN 3 FEET FROM THE EXPANSION JOINTS, VERTICAL AND HORIZONTAL, IN RETAINING WALLS. MINIMUM PLATE THICKNESS SHALL BE 3/8" UNO, MINIMUM BOLT DIAMETER POINT OF PLACEMENT OF CONCRETE INTO FORMS, AS JOINTS SHALL BE SPLICED, NOT LAPPED, BY A HEAT SEALING SHALL BE 3/4- UNO, MINIMUM SHOP WELD SHALL BE 3/16" AND MINIMUM G2. PERIGON'S RESPONSIBILITY IS LIMITED TO THE DETAILS AND INFORMATION CONCRETE IS BEING PLACED. PROCESS PRESCRIBED BY THE MANUFACTURER. (WHERE WATER FIELD WELD SHALL BE 1/4" UNO. SHOWN ON THE DRAWINGS. IT IS THE RESPONSIBILITY OF THE 7. THE CONTRACTOR SHALL KEEP AT LEAST ONE VIBRATOR IN STOPS ARE USED, MATERIAL MUST BE PREVENTED FROM FOLDING CONTRACTOR TO PROVIDE ADEQUATE SAFETY MEASURES REQUIRED BY RESERVE AT ALL TIMES. OVER UNDER THE WEIGHT OF FRESH CONCRETE.) S5. MATERIAL SHALL MEET THE FOLLOWING SPECIFICATIONS: LOCAL CODES AS WELL AS OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY. D. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE C15. TESTING & INSPECTION: A. STRUCTURAL STEEL: INCORPORATED INTO THE STRUCTURE UNLESS THEIR ELIMINATION IS CHANNELS, PLATES & ANGLES ASTM -A36 THIS SHOULD INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: APPROVED BY THE STRUCTURAL ENGINEER. A. THE TESTING OF CONCRETE FOR STRENGTH REQUIREMENTS AND WIDE FLANGE SHAPES ASTM -A992 GR 50 OR FREQUENCY OF TESTING SHALL BE AS OUTLINED IN ACI 318$ ASTM A-572 GR 50 TEMPORARY BRACING OF STRUCTURE DURING ERECTION E. ANY ADDITIONAL CONSTRUCTION JOINTS, REQUIRED TO FACILITATE SECTION 5.6 - "EVALUATION AND ACCEPTANCE.OF CONCRETE" AND SHORING TO PROTECT NEW AS WELL AS EXISTING STRUCTURES CONSTRUCTION, SHALL BE, LOCATED WITH THE CONCURRENCE OF ACI 301, CHAPTER 16 - "TESTING B. CONNECTION BOLTS (UNO) ASTM A325N 3/4, DIA NECESSARY SCAFFOLDING THE STRUCTURAL ENGINEER AND MAY REQUIRE ADDITIONAL C. WELDING ELECTRODES AWS, A5.1 E70 SERIES MATERIAL HANDLING EQUIPMENT TRENCH BOXING REINFORCING. THESE JOINTS SHALL BE DETAILED ON THE SHOP DRAWINGS AND ALL REINFORCING SHALL PASS CONTINUOUSLY B. THE CONTRACTOR'S DUTIES, RELATIVE TO TESTING, SHALL INCLUDE D. MACHINE BOLTS ASTM A307 (HANDRAIL FIELD WELDS THPOMW TWF JOINT THE FOLLOWING: CONNECTIONS, UNO) TO ENDS OF 1/8 V314 @ 5± OC <BEARING BARS J/ AT CROSS BAR 8 __<1 GUSSET PL 1 TYP_ 1/4" GRATING 1/8 3/4 @ EA BEARING BAR FOR -<LOAD CARRYING BANDS W t=jill. - - - - I - I I IIII' H III -- ---- ------------ r ENDS OF 1/8 V314 @ 5± OC BEARING BARS 5± 1/8 V -<AT CROSS BAR @ EA BEARING BAR FOR 1/8 7-3/4<LOAD CARRYING BANDS GRATING GRATING it BANDING BAR DEPTH OF GRTG X 3/16 z 5 1/4" X 1/4" TOE PL THICK BANDING BAR TYPICAL TOE PIATE PANEL SIDES TYPICAL COLUMN CUT-OUT SCALE: 1 V-0 BANDING DETAILS " = i If = i SCALE: 1 SCALE: 1 LADDER (STEP THRU) 7-- 1 TYP CAGE (SIDE STEP) N I I STAIR WIDTH BANDING BAR 1 l-3" V -31P (SEE DESIGN DRAWING) H BANDING BAR r ---- ------ C8. CONTRACTOR SHALL PROVIDE ENGINEER OF RECORD A MINIMUM OF 24 H. STAINLESS STEEL AISI TYPE 304L HOURS NOTICE PRIOR TO ALL CONCRETE POURS AND PRIOR TO FINAL Fl. ALL EXCAVATION WORK THAT ENDANGERS EXISTING STRUCTURES IN C. THE TESTING LABORATORY SHALL BE RESPONSIBLE FOR THE STAINLESS STEEL (4 SIDES) PLACEMENT OF WALL FORMS TO ALLOW VISUAL INSPECTION OF FASTENERS MUST ANY WAY SHALL BE CARRIED OUT WITH UTMOST CARE. ADEQUATELY FOLLOWING: REINFORCING PLACEMENT. BE USED FOR DESIGNED LATERAL SUPPORT. SHALL BE PROVIDED FOR SAFETY, CONNECTIONS) AT ENDS OF IN MIDDLE STABIUTY, AND SERVICEABILITY OF THE STRUCTURE. 1. SAMPLING READY -MIX CONCRETE, INCLUDING SLUMP C9. CONCRETE FINISHES: TESTS J. HSS ROUND ASTM -A500, GR B 3RD BEARING OF PANEL 3/8 -- (FOR TRUCK LOADS FROM WHICH CYLINDERS ARE TAKEN). 1/4 3/16 3/4 BAR FROM EA 3/16 3/4 @ EA I NT e F2. DESIGN OF HELICAL PILES SHALL BE.PROVIDED BY OWNER. A. WALLS SMOOTH FORM K. HANDRAIL ASTM -A500, GR B 2. MAKING, TRANSPORTING, STORING AND TESTING COMPRESSION SIDE OF PANEL SUPORT 3/16 3/4 B . EXTERIOR SLABS BROOM PAINTED SAFETY YELLOW OF CYLINDERS. C. INTERIOR FLOOR SLABS SMOOTH TROWEL (UNO) L. SAG RODS 5/8" DIA WITH 2 NUTS F3. STRUCTURAL FILL MATERIAL SHALL BE COMPACTED AND TESTED IN 3. TESTING FOR DENSITY, CEMENT FACTOR, AND AIR CONTENT -3 _/4 _6 3/4 AT EACH END U U ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. WHERE REQUIRED.. C10. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4 , 45 DEGREE 4. TESTING FOR CHLORIDE ION CONCENTRATION IN ACCORDANCE F4. THE SOILS ARE TO BE TESTED BY EITHER PROOFROLLING OR BY CHAMFER UNO. SUPPORT LEG WITH ASTM C1084. S6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY HAND AUGER BORINGS WITH PENETROMETER TESTING. 5. NOTE THAT CHLORIDE ION CONCENTRATIONS IN EXCESS OF Cil. HONEYCOMBED OR OTHERWISE DEFECTIVE SURFACES SHALL BE CUT BACK 0.3 PERCENT FOR FOUNDATIONS AND 1.0 PERCENT FOR ALL STANDARD, ANSI/AWS D1.1, LATEST EDITION. BANDING BAR A. PROOFROLLING - PROOFROLL AREA OF SLAB WITH FOUR AT LEAST 1", THEN CLEANED, DAMPENED, AND THE SPECIFIED BONDING OTHER CONCRETE WORK WILL NOT BE ACCEPTABLE. PASSES OF A SINGLE AXLE HEAVY LOADED DUMP TRUCK, COMPOUND APPLIED TO ALL SURFACES TO BE PATCHED. THE PATCHING 6. FURNISHING WRITTEN REPORTS TO THE STRUCTURAL ENGINEER. S7. SURFACE PREPARATION SHALL BE SP -2. ALL STEEL SHALL BE COATED WITH MINIMUM STATIC WEIGHT OF 20 TONS. IF THE SOILS RUT OR CARBOLINE, CARBOZINC 11, 2 COATS, 6 MILS DRY, COLOR GRAY. NO SHOP PUMP UNDER THE WEIGHT OF THE TRUCK, THE AREAS ARE MORTAR - ONE PART CEMENT AND TWO PARTS SAND - SHALL BE 7. INSPECTING JOB CONDITIONS AND FILING A REPORT WITH THE _YPICAL POST CUT-OUT PERIMETER SUPPORT INTERMEDIATE SUPPORT SPLICE @ SUPPORT PLACED AFTER THE BONDING COMPOUND HAS DRIED. PATCHED AREA STRUCTURAL ENGINEER STATING WHETHER MOLDING AND PAINTING ALLOWED WITHIN 3" OF FIELD WELDS. FIELD PRIME AND PAINT TO I TO BE UNDERCUT TO A DEPTH AND HORIZONTAL EXTENT SHALL BE KEPT DAMP WITH WET BURLAP FOR FIVE DAYS. BONDING HANDLING OF TEST SPECIMENS MEET REQUIREMENTS OF THE COVER WELDED AREAS AFTER WELDING. " = i n ro r% I A C IC MPKI M HKInEMPHT WATE'DIA1 SCALE: 1 Ll 111L L) I I L I L WIVIVUUNU ANU VAIUMINU MUKIAK bNALL Ut tUUU WtLU ANU tUUU UUNIMUI UUUUMr_NI,'). SHALL BE REPLACED WITH APPROVED FILL MATERIAL. EPDXY" #456 OR #457 RESPECTIVELY, BY EUCLID CHEMICAL OR 8. CYLINDERS SHALL BE MADE AND TESTED IN ACCORDANCE TYPICAL GRATING ATTACHMENT DETAILS 'MAKING AND S8. ANY PRODUCTS SHOWN ON THE DRAWINGS REPRESENT MINIMUM _O" APPROVED EQUAL. WITH THE LATEST EDITIONS OF (1) ASTM C31 = SCALE: 1 B. HAND AUGER - BORINGS ARE TO BE PERFORMED BY AN CURING CONCRETE COMPRESSIVE AND FLEXURAL STRENGTH REQUIREMENTS. ANY DEVIATIONS FROM PRODUCTS SHOWN MUST BE It NOTES EXPERIENCED SOILS ENGINEER TO DETERMINE THE STRENGTH TEST SPECIMENS IN THE FIELD , (2) ASTM C39 -METHOD OF C12. FORMWORK: REVIEWED BY PERIGON (INCLUDING PRODUCTS INDICATED "OR APPROVED AND MAKE-UP OF THE SOIL. IF INADEQUATE SOILS, ARE TEST FOR COMPRESSIVE STRENGTH OF MOLDED CONCRETE EQUAL 1. FOR GRATING SIZES, SEE ENGINEERING DRAWINGS. FOUND ' THESE SOI,LS ARE TO BE UNDERCUT AND REPLACED A. INSTALLATION REMOVAL OF FORMWORK SHALL BE THE CYLINDERS (3) ASTM C172 "METHOD OF SAMPLING FRESH WITH APPROVED FILL MATERIAL AS DETERMINED BY THE RESPONSIBIUTY OF THE CONTRACTOR. CONCRETE 2. FOR WELDING, PAINTING, AND GENERAL STEEL. INFORMATION, SEE THE SOILS ENGINEER. S9. SHOP FABRICATION AND ERECTION DRAWINGS SHALL BE PREPARED BY THE 9. A MINIMUM OF FIVE TEST CYLINDERS OF CONCRETE SHALL BE, APPLICABLE PROJECT GENERAL. STEEL NOTES AND/OR SPECIFICATIONS. B. ADEQUATE SHORING AND BRACING SHALL BE PROVIDED FOR ALL STEEL FABRICATOR OR HIS AGENT IN ACCORDANCE WITH STANDARD AISC TAKEN FOR EVERY FIFTY CUBIC YARDS OR SINGLE DAY'S FORMS TO SUPPORT DEAD AND LIVE DESIGN LOADS. PRACTICE, THE ENGINEERING DRAWINGS, AND SPECIFICATIONS WHERE 3. GRATING SHALL BE SHOP -CUT AND BANDED AT ALL COLUMNS, BRACING, PLACEMENT. TWO CYLINDERS SHALL BE BROKEN AT SEVEN nAVC AKIn MAIA AT MAICMTV CIPUT nAVC AMV AnnITIAKI I APPLICABLE. PnqTq nHqqFT PIATFq ANn OTHFP 10(%ATIONq Aq qPOWN IN TPP* C. DURING CONCRETE PLACING, IF EITHER MISALIGNMENT OF FORMS OR CYLINDERS SHALL BE SET ASIDE AS RESERVES. COPIES OF STANDARD DETAILS. SCREEDS, EXCESSIVE DEFLECTION OF FORMS, OR DISPLACEMENT OF THE SHOP DRAWINGS SHALL BE CHECKED BY THE FABRICATOR PRIOR TO ALL TEST REPORTS SHALL BE. TRANSMITTED CONCURRENTL Y REINFORCEMENT SHOULD OCCUR, IMMEDIATE CORRECTIVE MEASURES SUBMITTAL TO PERIGON. ANY DWGS RECEIVED BY PERIGON UNCHECKED ARE 4. BANDING BARS SHALL BE THE SAME THICKNESS AS THE BEARING BARS TO THE STRUCTURAL ENGINEER. SHALL BE TAKEN TO THE EXTENT NECESSARY EVEN IF PLACING SUBJECT TO REJECTION AND RETURNING TO THE DETAILER WITHOUT TO WHICH THEY ARE WELDED. THE FOLLOWING LOCATIONS SHALL BE OPERATIONS MUST BE STOPPED AND/OR CONCRETE ALREADY IN COMMENT. DRAWINGS SIGNED AS CHECKED BUT FOUND IN PERIGON'S BANDED WITH THE SAME DEPTH AS THE GRATING: D. CONCRETE TEST RESULTS SHALL MEET THE FOLLOWING PLACE REMOVED FROM WITHIN THE FORMS. CORRECTIVE MEASURES REQUIREMENTS: OPINION TO BE OF QUESTIONABLE ACCURACY ARE ALSO SUBJECT TO BEING �SHALL INCLUDE ANY ACTIONS REQUIRED TO ENSURE THAT RETURNED. A. OPEN.ENDS OF GRATING AT HEAD OF LADDER APPROACH TO PLATF GENERAL CONCRETE NOTES ACCEPTABLE LINES AND SURFACES, AS WELL AS REQUIRED 1. THE AVERAGES OF ALL TESTS FROM THREE CONSECUTIVE B. HINGED OR REMOVABLE SECTIONS DIMENSIONS AND CROSS SECTIONS ARE MAINTAINED. 28 -DAY STRENGTH TESTS SHALL BE EQUAL TO OR EXCEED SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO C. GRATING PANELS WITH FOUR (4) OR LESS CROSS BARS C1. REINFORCED CONCRETE, WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE SPECIFIED STRENGTH. SUBMISSION. DRAWINGS SHALL BEAR THE CONTRACTOR'S APPROVAL STAMP D. OPENINGS IN GRATING WHERE A TOE PLATE IS NOT REQUIRED D. DURING, AND IMMEDIATELY AFTER PLACEMENT OF CONCRETE IN ACCEPTING RESPONSIBILITY FOR DIMENSIONS, QUANTITIES AND COORDINATION ACI 301-05, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 2. NO INDIVIDUAL STRENGTH TEST RESULT SHALL BE MORE THAN FORMS, SHORING SHALL BE TIG�TENED AND READJUSTED TO 5. THE FOLLOWING LOCATIONS SHALL BE BANDED WITH BARS THE DEPTH OF 500 PSI BELOW THE SPECIFIED STRENGTH. WITH THE OTHER TRADES. PERIGON'S REVIEW IS ONLY FOR GENERAL BUILDINGS , EXCEPT AS MODIFIED BY SUPPLEMENT REQUIREMENTS. THE MAINTAIN GRADES AND LEVELS. 3. IF LABORATORY REPORTS INDICATE THAT STRENGTH CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND THE THE GRATING PLUS 4": "BUILDING CODE WORK SHALL ALSO CONFORM. TO ACI 318-089 it REQUIREMENTS HAVE NOT BEEN OBTAINED, THE FOLLOWING INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS REQUIREMENTS FOR REINFORCED CONCRETE . E. IMMEDIATELY AFTER FORM REMOVAL, ALL, DAMAGED OR IMPERFECT COURSES OF ACTION SHALL BE REQUIRED (AT THE RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE A. OPENINGS IN GRATING WHERE A TOE PLATE IS REQUIRED. WORK SHALL BE PATCHED AS SPECIFIED IN SECTION C11; OR IF B. WHERE OPENINGS ARE LARGE ENOUGH THAT UNSUPPORTED BARS JOB SITE: INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION CONTRACTOR'S EXPENSE). C2. SHOP DRAWINGS. ON ALL MATERIALS SHALL BE SUBMITTED FOR REVIEW THE WORK IS SEVERELY DAMAGED AND STRUCTURALLY PROCESS OR TO THE MEANS AND METHODS OF CONSTRUCTION. NEED LOAD CARRYING BAND. 4. PERCENTAGE OF CEMENT SHALL BE INCREASED OR BEFORE FABRICATION. CONTRACTOR SHALL ACCEPT RESPONSIBILITY FOR UNACCEPTABLE, IT SHALL BE REBUILT TO THE EXTENT DIRECTED BY PERCENTAGE OF WATER SHALL BE DECREASED IN THE MIX ON 6. THE LOCATIONS OF GRATING OPENINGS 6 INCHES DIAMETER AND LARGER DIMENSIONS, QUANTITIES AND COORDINATION OF OTHER TRADES. ALL SHOP THE ENGINEER AT CONTRACTOR'S EXPENSE. THE DETAILER MAY, AT HIS OPTION, USE A REPRODUCTION OF THE SUBSEQUENT PLACEMENTS UNTIL THE REASON FOR LOW TEST WILL BE INDICATED ON THE ENGINEERING DRAWINGS. ALL OTHER DRAWINGS AND DETAIL SHEETS SHALL BE STAMPED, REVIEWED, APPROVED. ENGINEERING DRAWINGS FOR THE ERECTION PLAN. HOWEVER, ALL PIECE RESULTS CAN BE JUSTIFIED. GRATING OPENINGS MAY BE FIELD CUT. AND SIGNED PRIOR TO SUBMISSION. CONTRACTOR SHALL SUBMIT A POUR F. FORMWORK NOT SUPPORTING WEIGHT OF CONCRETE, SUCH AS SIDES 5. THREE CORE SPECIMENS SHALL BE MADE, IN ACCORDANCE MARKS MOST BE CLEARLY LEGIBLE. PLAN LOCATING CONSTRUCTION JOINTS ALONG WITH REBAR SHOP OF BEAMS, WALLS, COLUMNS AND SIMILAR PARTS OF THE WORK DRAWINGS. MAY BE REMOVED AFTER CUMULATIVELY CURING AT, NOT LESS THAN WITH STANDARDS LISTED, FOR EACH GROUP OF CYLINDERS UNLESS OTHERWISE SPECIFIED, A MINIMUM OF TWO SETS OF APPROVAL 7. GRATING SHALL BE ATTACHED TO SUPPORTING STEEL BY ONE OF THE WHERE TEST RESULTS INDICATE MORE THAN 500 PSI BELOW FOLLOWING METHODS: 50 DEGREES F FOR 24 HOURS AFTER PLACING CONCRETE . DRAWINGS SHALL BE SUBMITTED TO PERIGON. ONE SET WILL BE USED FOR STRENGTH. CONCRETE IN THE AREA REPRESENTED BY THESE C3. A CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR HIS PROVIDING CONCRETE IS SUFFICIENTLY HARD NOT TO BE DAMAGED APPROVAL PURPOSES AND MAINTAINED BY PERIGON. THE OTHER SET WILL CORE TESTS WILL BE CONSIDERED STRUCTURALLY ADEQUATE A. WELDING APPROVAL PRIOR TO ANY POURS. MIX SPECIFICATIONS ARE AS FOLLOWS: BY FORM REMOVAL OPERATIONS, AND PROVIDED CURING AND BE MARKED AS APPROPRIATE AND RETURNED TO THE DETAILER STAMPED IF THE AVERAGE OF THE CORES IS EQUAL TO AT LEAST 85% B. SADDLE CLIPS WITH WELD STUDS OR SELF -DRILLING FASTENERS. PROTECTION OPERATIONS ARE MAINTAINED UNTIL CONCRETE ATTAINS OF THE SPECIFIED STRENGTH AND IF NO SINGLE CORE IS AND SIGNED. TWO ANCHORS PER PANEL SHALL BE USED AT EACH SUPPORT WITH 28 DAY COMPRESSIVE STRENGTH 4000 PSI AT LEAST 70% OF REQUIRED 28 -DAY STRENGTH. LESS THAN 75% OF STRENGTH. IF THE CORE TESTS ARE A MINIMUM OF FOUR PER PANEL. (REMOVABLE) 0.45 MAXIMUM WATER/CEMENT RATIO N'S REVIEW IS FOR GENERAL CONFORMANCE WITH THE ENGINEERING STILL BELOW THE DESIGN STRENGTH, THE AFFECTED AREA PERIGO C. SADDLE CLIP MECHANICAL FASTENERS (ESPECIALLY WHERE 'HOT' AIR CONTENT (AIR ENTRAINED) 5+/-1 1/2%, G. NO CONCRETE ELEMENT SHALL BE PERMITTED TO DEFLECT OR DRAWINGS, SPECIFICATIONS, ETC. UNLESS OTHERWISE SPECIFIED. ALL DETAILS SHALL BE COMPLETELY REMOVED AND REPLACED WITH NEW WORK IS NOT. PERMITTED) REMOVABLE CONFORM TO ASTM 260 ACCEPT ANY LOAD DURING FORM STRIPPING. NO BACKFILLING AND DIMENSIONS ARE THE RESPONSIBILITY OF THE VENDOR. THIS APPROVAL CONSTRUCTION. SLUMP 3" MAX FOR FOOTINGS SHALL BE PERMITTED BEHIND ANY FOUNDATION OR RETAINING WALL DOES NOT RELIEVE THE VENDOR OF THE OBLIGATIONS TO MEET 8. FLOOR PLATE SHALL BE ATTACHED TO SUPPORTING STEEL BY ONE OF UNTIL THE CONCRETE HAS ATTAINED AT LEAST THE REQUIRED SPECIFICATIONS AND ALL OTHER TERMS AND CONDITIONS OF THE 4" MAX FOR WALLS C16. CURING: THE FOLLOWING METHODS: 28 -DAY STRENGTH. AND SLABS SUBCONTRACT OR PURCHASE ORDER. CEMENT ASTM C150, TYPE 11 A. WELDING C13. REINFORCEMENT: A. ALL SLABS AND HORIZONTAL SURFACES OF STRUCTURAL CONCRETE WHEN ALL COMMENTS HAVE BEEN INCORPORATED ON THE SHOP DRAWINGS, AGGREGATE 3/4- MAX, CONFORM SHALL BE, CURED BY THE USE OF ONE OF THE FOLLOWING B. DRILL & TAP WITH CSK HEAD SCREWS @ 18" ON CENTER WITH A THE DETAILER SHALL PROVIDE A SET OF CERTIFIED PRINTS TO PERIGON AND TO ASTM C33 METHODS: (1) WATER PROOF SHEET MATERIAL CONFORMING WITH MINIMUM OF 4 SCREWS PER PLATE. (REMOVABLE) FLYASH ASTM C618 (CLASS F) A. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL, GRADE 60 ASTM C171, (2) CONTINUOUSLY MOISTENED BURLAP, (3) THE THE CONTRACTOR IN ADDITION TO FIELD USE PRINTS. C. CLAMP FASTENERS 0 18" ON CENTER WITH A MINIMUM OF 4 AND SHALL CONFORM TO ASTM A615. ALL SPLICES SHALL BE IN WATER -REDUCING ADMIXTURES ASTM C494 FASTENERS PER PLATE (ESPECIALLY FOR APPLICATIONS WHERE ACCORDANCE WITH ACI 318-08 (CLASS B). WIRE FABRIC SHALL BE PONDING METHOD, (4) THE SPRINKLING METHOD, (5) A COVERING S10. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, is HOLES COULD BE DRILLED/PUNCHED OFFSITE TO ELIMINATE 'HOT SMOOTH WWF PER ASTM Al 85. Or 1" SAND OR SAWDUST KEPT CONTINUOUSLY WET, OR (6) PROHIBITED WITHOUT WRITTEN REVIEW OF THE STRUCTURAL. ENGINEER. WORK IN THE CONSTRUCTION AREA) REMOVABLE FLYASH SHALL BE USED ONLY WITH THE APPROVAL OF THE CONCRETE CURING COMPOUND. VERTICAL SURFACES OF ENGINEER. STRUCTURAL CONCRETE SHALL BE CURED BY EITHER,THE PROCESS B. REINFORCEMENT SHALL BE CLEANED, BEFORE PLACEMENT, TO S11. NO CHANGES IN SIZE OR: POSITION OF ANY STRUCTURAL ELEMENT NOR 9. THE FOLLOWING PRODUCTS (OR ENGINEER APPROVED EQUALS) ARE REMOVE ALL DUST, DIRT, RUST, MILL SCALE, GREASE, AND OTHER DESCRIBED IN (1), (2) OR (6). HOLES, SLOTS, CUTS, ETC., SHALL BE MADE UNLESS DETAILED AND NOTED ACCEPTABLE: C4. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR CONCRETE MIX FOREIGN MATTER, WHICH COULD PREVENT OR REDUCE BONDING. AS A PROPOSED CHANGE IN THE SHOP DRAWINGS AND REVIEWED BY THE PROPORTIONS PRIOR TO PLACING CONCRETE. THE SUBMITTAL SHALL THE CONTRACTOR SHALL ENSURE THAT SUCH CLEANLINESS IS B. CURING SHALL BE STARTED AS SOON AS THE CONCRETEAS SET STRUCTURAL ENGINEER. SADDLE CLIPS: INCLUDE THE FOLLOWING INFORMATION: MAINTAINED UNTIL CONCRETE HAS BEEN PLACED. SUFFICIENTLY SO THAT FINISH (ES), AS SPECIFIED HEREINAFTER, WILL NOT BE MARRED BY THIS OPERATION. S12.. NO FINAL BOLTING OR WELDING SHALL BE PERFORMED UNTIL AS MUCH OF F-9 FASTENERS BY IKG BORDEN, IKG IND, CHARLOTTE, NC A. PROPORTIONS BY WEIGHT OF ALL INGREDIENTS IN MIX C. REINFORCEMENT SHALL BE ACCURATELY POSITIONED, AND SECURED THE STRUCTURE AS WILL BE STIFFENED THEREBY HAS BEEN PROPERLY B. SOLID VOLUME CALCULATION OF ALL INGREDIENTS AGAINST DISPLACEMENT, IN ACCORDANCE WITH FINAL REVIEWED SHOP C. CURING OF STRUCTURAL CONCRETE SURFACES SHALL BE STARTED ALIGNED. SADDLE CLIP MECHANICAL GRATING FASTENERS: C. AIR CONTENT DRAWINGS AND ACI 315. IMMEDIATELY UPON REMOVAL OF FORMS. D. UNIT WEIGHT E. WATER -CEMENT RATIOS S13. DOUBLE ANGLES SHALL HAVE INTERMITTENT FILLERS PROVIDED IN GRATE FAST FASTENERS BY HIDEK SUPPLY, GREENSBORO, NC OR D. SPLICING OF REINFORCEMENT SHALL NOT BE PERMITTED EXCEPT D. SURFACES NOT REQUIRING FINISH WORK SHALL HAVE CURING ACCORDANCE WITH BUILT MEMBER REQUIREMENTS OF THE AISC F. TRIAL MIX COMPRESSIVE STRENGTHS AT 7 AND 28 DAYS WHERE SHOWN ON SHOP DRAWINGS. SPLICES SHALL PROVIDE LAP MAINTAINED FOR NOT LESS THAN SEVEN DAYS AFTER FORM SPECIFICATION. G CLIP GALVANIZED FASTENERS, MODEL GG, BY GRATING TO TRANSFER THE STRESS BETWEEN BARS BY BOND. REMOVAL. SPECIALTY CO., INC C5. MIXES SHALL BE DESIGNED SO THAT PROPORTIONS OF INGREDIENTS WILL S14. FABRICATE ALL BEAMS WITH MILL CAMBERS UP. PRODUCE AN AVERAGE STRENGTH AT LEAST 1,200 PSI GREATER THAN THE E. REINFORCEMENT SHALL BE SUPPORTED BY ACCESSORIES WHICH E. CONCRETE SEALER SHALL BE APPLIED IN AREAS WHERE NO OTHER MECHANICAL FLOOR PLATE. FASTENERS: REQUIRED Vc UNLESS THE PROVISIONS OF PARAGRAPH 5.3, ACI 318-08f WILL PROVIDE THE PROTECTIVE CONCRETE COVER REQUIRED BY CRSI COATINGS ARE REQUIRED. SEALER SHALL BE KURE-N-SEAL 30 BY S15. DO NOT USE GAS CUTTING TORCHES IN THE FIELD FOR CORRECTING ARE MET. STANDARDS PRFrAqT CONCRETE RI OCKS SHALL RF U.;Fn TO BASF OR APPROVED EOUAI APPI ICATION qHAI I RF IN XC0RnANrF PAPPIrATION PPPOPq IKI PPIkAAPY qTPHrTHPAI PPAMINr. FLOORFAST GALVANIZED COUNTERSUNK FASTENERS BY HIDEK SUPPLY, GREENSBORO, NC SUPPORT BARS IN FOOTINGS. WITH MANUFACTURER'S RECOMMENDATIONS. C6. ABSOWTELY NO WATER MAY BE ADDED TO THE CONCRETE AT THE JOB S16. PARAGRAPHS 7.2 THROUGH 7.6 OF THE AISC CODE OF STANDARD PRACTICE SITE WITHOUT THE APPROVAL OF A QUALIFIED CONCRETE TESTING 10. CUT-OUTS FOR OBSTRUCTIONS ARE. SPECIFIED MINIMUM CLEARANCES. F. TWO #4 DIAGONAL BARS, 2'-0" LONG, SHALL BE PLACED AT ALL F. WHERE A CONCRETE CURING COMPOUND Is USED, IT SHALL BE A SHALL BE SUPERSEDED AS FOLLOWS: ALL REFERENCES TO "OWNER." SHALL RANGE TOWER TFrHKIIrIAN MICKICIAKIC WAV DE' 1KIPOCACE7% TU HEAD OF STAIRS SCALE: 1 " = 1 9-0111 AT ENDS OF 3RD BEARING BAR FROM EA SIDE OF PANEL IV L NLAI 1'4LMRL,)1 OLMR1111i DMR. RE ENTRANT SLAB CORNERS UNLESS NOTED OTHERWISE. DISSIPATING CURING COMPOUND PER ASTM C309. THE FILM MUST BE SUPERSEDED WITH REFERENCES TO "CONTRACTOR". NOT TO SCALE CHEMICALLY BREAK DOWN IN A TWO OR FOUR WEEK PERIOD AFTER APPLICATION. ACCEPTABLE PRODUCTS INCLUDE "KUREX DR" BY THE 11. SEAL WELD ALL JOINTS IN CHKD PLATE. EUCLID CHEMICAL COMPANY AND 1 & M CURE" BY THE L & M CONSTRUCTION COMPANY OR APPROVED EQUAL. 931 Industrial Drive, Matthews, NC 28105 246-2000 PROJECT CODE PROJECT NAME DWG. NO. ST. LUCIE NUCLEAR PLANT FloHda Certificate of AuthoHty No. 32862 www.perigoneng.com EN Prepared with AutoCAEr R2014 by 110751 ONT K 40 RANGE TOWER S-01 CURRENT PROJECT # 110751 FILENAME: 110751-S-01 53 CURRENT MISC DETAIL # PLOT FACTOR: 1:1 2 APPROVED FOR CONSTRUCTION 04-23-20 AA_ DWG. TITLE iATE OF CC PERI PREVIOUS PROJECT # N/A SHEET SIZE: 42x3O 1 APPROVED FOR CONSTRUCTION 02-04-20 1 KONTEK INDUSTRIES 0 4� 805 McCombs Avenue GENERALSTRUCTURAL NOTES VER REV 0 APPROVED FOR CONSTRUCTION 11-07-18 AN ... .... Ap ENGINEER: L. AYRAPETYAN DESIGNER: P. HINES Kannapolis, NC 28083 NO DESCRIPTION DATE 2 NOI DESCRIPTION DATE //%N*�l P PROJECT MANAGER: J. LARSON AS NOTED ISSUE & REVISION SCALE 11/07/18 DATE COPY NO. E. GRATING (UNO) SERRATED G3. ALL ITEMS SHOWN ON THE DRAWING(S) EITHER MEET OR EXCEED THE F. IN COLD WEATHER, NO FROZEN OR ICY MATERIALS SHALL BE USED. 1. SLUMP TEST SAMPLING OF EACH TRUCK LOAD, IMMEDIATELY 1 1/4- X 3/16 00 x 1 APPROPRIATE REGULATIONS SET FORTH BY OSHA (OCCUPATIONAL SAFETY TEMPERATURE OF MATERIALS, INCLUDING MIXING WATER SHALL NOT UPON DELIVERY TO THE JOB SITE, AND DURING ACTUAL 3/16" C/C BRG AND HEALTH STANDARDS FOR GENERAL INDUSTRY 29 CFR PART 1910). EXCEED 140*F. WHEN PLACED IN FORMS, THE CONCRETE SHALL PLACEMENT OF CONCRETE. BARS/4- C/C CROSS HAVE A TEMPERATURE BETWEEN 50*F AND 90*17. WORK SHALL BE IN 2. NOTIFICATION OF TESTING LABORATORY IN ADVANCE OF ALL BARS, GALVANIZED FINISH G4. CONTRACTOR TO VERIFY ALL FIELD DIMENSIONS REPORTING ANY ACCORDANCE WITH ACI 306R "RECOMMENDED PRACTICE FOR WINTER POURS. 3. THE TESTING LABORATORY ENGAGED BY THE CONTRACTOR F. STAIR TREADS (UNO) SERRATED DISCREPANCIES TO THE ENGINEER FOR RESOLUTION BEFORE PERFORMING CONCRETING . MUST BE IN COMPLIANCE WITH THE REQUIREMENTS OF. ASTM 1 1/4" X 3/1610, THE WORK. G. IN HOT WEATHER, THE TEMPERATURE OF THE CONCRETE SHALL BE E329 FOR A CLASS 1 FACILITY, FULLY QUALIFIED TO PERFORM GRATING WITH CHECKERED PLATE TOP OF LADDER LESS THAN 90*F. WORK SHALL BE IN ACCORDANCE WITH ACI 305R THE DUTIES AND SERVICES SET FORTH BELOW. CERTIFICATION NOSING, GALVANIZED TYPICAL COLUMN CUT-OUT "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING OF SUCH QUALIFICATION SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER FOR HIS APPROVAL BEFORE ANY SCALE: 1 FINISH SCALE: 1 1 $-of$ rFNFRAI FOHNDATION NOTFq MKIrPP717 WOPV 11C Z CTAPTim G. STRUCTURAL TUBING ASTM -A500, GR B C8. CONTRACTOR SHALL PROVIDE ENGINEER OF RECORD A MINIMUM OF 24 H. STAINLESS STEEL AISI TYPE 304L HOURS NOTICE PRIOR TO ALL CONCRETE POURS AND PRIOR TO FINAL Fl. ALL EXCAVATION WORK THAT ENDANGERS EXISTING STRUCTURES IN C. THE TESTING LABORATORY SHALL BE RESPONSIBLE FOR THE STAINLESS STEEL (4 SIDES) PLACEMENT OF WALL FORMS TO ALLOW VISUAL INSPECTION OF FASTENERS MUST ANY WAY SHALL BE CARRIED OUT WITH UTMOST CARE. ADEQUATELY FOLLOWING: REINFORCING PLACEMENT. BE USED FOR DESIGNED LATERAL SUPPORT. SHALL BE PROVIDED FOR SAFETY, CONNECTIONS) AT ENDS OF IN MIDDLE STABIUTY, AND SERVICEABILITY OF THE STRUCTURE. 1. SAMPLING READY -MIX CONCRETE, INCLUDING SLUMP C9. CONCRETE FINISHES: TESTS J. HSS ROUND ASTM -A500, GR B 3RD BEARING OF PANEL 3/8 -- (FOR TRUCK LOADS FROM WHICH CYLINDERS ARE TAKEN). 1/4 3/16 3/4 BAR FROM EA 3/16 3/4 @ EA I NT e F2. DESIGN OF HELICAL PILES SHALL BE.PROVIDED BY OWNER. A. WALLS SMOOTH FORM K. HANDRAIL ASTM -A500, GR B 2. MAKING, TRANSPORTING, STORING AND TESTING COMPRESSION SIDE OF PANEL SUPORT 3/16 3/4 B . EXTERIOR SLABS BROOM PAINTED SAFETY YELLOW OF CYLINDERS. C. INTERIOR FLOOR SLABS SMOOTH TROWEL (UNO) L. SAG RODS 5/8" DIA WITH 2 NUTS F3. STRUCTURAL FILL MATERIAL SHALL BE COMPACTED AND TESTED IN 3. TESTING FOR DENSITY, CEMENT FACTOR, AND AIR CONTENT -3 _/4 _6 3/4 AT EACH END U U ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. WHERE REQUIRED.. C10. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4 , 45 DEGREE 4. TESTING FOR CHLORIDE ION CONCENTRATION IN ACCORDANCE F4. THE SOILS ARE TO BE TESTED BY EITHER PROOFROLLING OR BY CHAMFER UNO. SUPPORT LEG WITH ASTM C1084. S6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY HAND AUGER BORINGS WITH PENETROMETER TESTING. 5. NOTE THAT CHLORIDE ION CONCENTRATIONS IN EXCESS OF Cil. HONEYCOMBED OR OTHERWISE DEFECTIVE SURFACES SHALL BE CUT BACK 0.3 PERCENT FOR FOUNDATIONS AND 1.0 PERCENT FOR ALL STANDARD, ANSI/AWS D1.1, LATEST EDITION. BANDING BAR A. PROOFROLLING - PROOFROLL AREA OF SLAB WITH FOUR AT LEAST 1", THEN CLEANED, DAMPENED, AND THE SPECIFIED BONDING OTHER CONCRETE WORK WILL NOT BE ACCEPTABLE. PASSES OF A SINGLE AXLE HEAVY LOADED DUMP TRUCK, COMPOUND APPLIED TO ALL SURFACES TO BE PATCHED. THE PATCHING 6. FURNISHING WRITTEN REPORTS TO THE STRUCTURAL ENGINEER. S7. SURFACE PREPARATION SHALL BE SP -2. ALL STEEL SHALL BE COATED WITH MINIMUM STATIC WEIGHT OF 20 TONS. IF THE SOILS RUT OR CARBOLINE, CARBOZINC 11, 2 COATS, 6 MILS DRY, COLOR GRAY. NO SHOP PUMP UNDER THE WEIGHT OF THE TRUCK, THE AREAS ARE MORTAR - ONE PART CEMENT AND TWO PARTS SAND - SHALL BE 7. INSPECTING JOB CONDITIONS AND FILING A REPORT WITH THE _YPICAL POST CUT-OUT PERIMETER SUPPORT INTERMEDIATE SUPPORT SPLICE @ SUPPORT PLACED AFTER THE BONDING COMPOUND HAS DRIED. PATCHED AREA STRUCTURAL ENGINEER STATING WHETHER MOLDING AND PAINTING ALLOWED WITHIN 3" OF FIELD WELDS. FIELD PRIME AND PAINT TO I TO BE UNDERCUT TO A DEPTH AND HORIZONTAL EXTENT SHALL BE KEPT DAMP WITH WET BURLAP FOR FIVE DAYS. BONDING HANDLING OF TEST SPECIMENS MEET REQUIREMENTS OF THE COVER WELDED AREAS AFTER WELDING. " = i n ro r% I A C IC MPKI M HKInEMPHT WATE'DIA1 SCALE: 1 Ll 111L L) I I L I L WIVIVUUNU ANU VAIUMINU MUKIAK bNALL Ut tUUU WtLU ANU tUUU UUNIMUI UUUUMr_NI,'). SHALL BE REPLACED WITH APPROVED FILL MATERIAL. EPDXY" #456 OR #457 RESPECTIVELY, BY EUCLID CHEMICAL OR 8. CYLINDERS SHALL BE MADE AND TESTED IN ACCORDANCE TYPICAL GRATING ATTACHMENT DETAILS 'MAKING AND S8. ANY PRODUCTS SHOWN ON THE DRAWINGS REPRESENT MINIMUM _O" APPROVED EQUAL. WITH THE LATEST EDITIONS OF (1) ASTM C31 = SCALE: 1 B. HAND AUGER - BORINGS ARE TO BE PERFORMED BY AN CURING CONCRETE COMPRESSIVE AND FLEXURAL STRENGTH REQUIREMENTS. ANY DEVIATIONS FROM PRODUCTS SHOWN MUST BE It NOTES EXPERIENCED SOILS ENGINEER TO DETERMINE THE STRENGTH TEST SPECIMENS IN THE FIELD , (2) ASTM C39 -METHOD OF C12. FORMWORK: REVIEWED BY PERIGON (INCLUDING PRODUCTS INDICATED "OR APPROVED AND MAKE-UP OF THE SOIL. IF INADEQUATE SOILS, ARE TEST FOR COMPRESSIVE STRENGTH OF MOLDED CONCRETE EQUAL 1. FOR GRATING SIZES, SEE ENGINEERING DRAWINGS. FOUND ' THESE SOI,LS ARE TO BE UNDERCUT AND REPLACED A. INSTALLATION REMOVAL OF FORMWORK SHALL BE THE CYLINDERS (3) ASTM C172 "METHOD OF SAMPLING FRESH WITH APPROVED FILL MATERIAL AS DETERMINED BY THE RESPONSIBIUTY OF THE CONTRACTOR. CONCRETE 2. FOR WELDING, PAINTING, AND GENERAL STEEL. INFORMATION, SEE THE SOILS ENGINEER. S9. SHOP FABRICATION AND ERECTION DRAWINGS SHALL BE PREPARED BY THE 9. A MINIMUM OF FIVE TEST CYLINDERS OF CONCRETE SHALL BE, APPLICABLE PROJECT GENERAL. STEEL NOTES AND/OR SPECIFICATIONS. B. ADEQUATE SHORING AND BRACING SHALL BE PROVIDED FOR ALL STEEL FABRICATOR OR HIS AGENT IN ACCORDANCE WITH STANDARD AISC TAKEN FOR EVERY FIFTY CUBIC YARDS OR SINGLE DAY'S FORMS TO SUPPORT DEAD AND LIVE DESIGN LOADS. PRACTICE, THE ENGINEERING DRAWINGS, AND SPECIFICATIONS WHERE 3. GRATING SHALL BE SHOP -CUT AND BANDED AT ALL COLUMNS, BRACING, PLACEMENT. TWO CYLINDERS SHALL BE BROKEN AT SEVEN nAVC AKIn MAIA AT MAICMTV CIPUT nAVC AMV AnnITIAKI I APPLICABLE. PnqTq nHqqFT PIATFq ANn OTHFP 10(%ATIONq Aq qPOWN IN TPP* C. DURING CONCRETE PLACING, IF EITHER MISALIGNMENT OF FORMS OR CYLINDERS SHALL BE SET ASIDE AS RESERVES. COPIES OF STANDARD DETAILS. SCREEDS, EXCESSIVE DEFLECTION OF FORMS, OR DISPLACEMENT OF THE SHOP DRAWINGS SHALL BE CHECKED BY THE FABRICATOR PRIOR TO ALL TEST REPORTS SHALL BE. TRANSMITTED CONCURRENTL Y REINFORCEMENT SHOULD OCCUR, IMMEDIATE CORRECTIVE MEASURES SUBMITTAL TO PERIGON. ANY DWGS RECEIVED BY PERIGON UNCHECKED ARE 4. BANDING BARS SHALL BE THE SAME THICKNESS AS THE BEARING BARS TO THE STRUCTURAL ENGINEER. SHALL BE TAKEN TO THE EXTENT NECESSARY EVEN IF PLACING SUBJECT TO REJECTION AND RETURNING TO THE DETAILER WITHOUT TO WHICH THEY ARE WELDED. THE FOLLOWING LOCATIONS SHALL BE OPERATIONS MUST BE STOPPED AND/OR CONCRETE ALREADY IN COMMENT. DRAWINGS SIGNED AS CHECKED BUT FOUND IN PERIGON'S BANDED WITH THE SAME DEPTH AS THE GRATING: D. CONCRETE TEST RESULTS SHALL MEET THE FOLLOWING PLACE REMOVED FROM WITHIN THE FORMS. CORRECTIVE MEASURES REQUIREMENTS: OPINION TO BE OF QUESTIONABLE ACCURACY ARE ALSO SUBJECT TO BEING �SHALL INCLUDE ANY ACTIONS REQUIRED TO ENSURE THAT RETURNED. A. OPEN.ENDS OF GRATING AT HEAD OF LADDER APPROACH TO PLATF GENERAL CONCRETE NOTES ACCEPTABLE LINES AND SURFACES, AS WELL AS REQUIRED 1. THE AVERAGES OF ALL TESTS FROM THREE CONSECUTIVE B. HINGED OR REMOVABLE SECTIONS DIMENSIONS AND CROSS SECTIONS ARE MAINTAINED. 28 -DAY STRENGTH TESTS SHALL BE EQUAL TO OR EXCEED SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO C. GRATING PANELS WITH FOUR (4) OR LESS CROSS BARS C1. REINFORCED CONCRETE, WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE SPECIFIED STRENGTH. SUBMISSION. DRAWINGS SHALL BEAR THE CONTRACTOR'S APPROVAL STAMP D. OPENINGS IN GRATING WHERE A TOE PLATE IS NOT REQUIRED D. DURING, AND IMMEDIATELY AFTER PLACEMENT OF CONCRETE IN ACCEPTING RESPONSIBILITY FOR DIMENSIONS, QUANTITIES AND COORDINATION ACI 301-05, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 2. NO INDIVIDUAL STRENGTH TEST RESULT SHALL BE MORE THAN FORMS, SHORING SHALL BE TIG�TENED AND READJUSTED TO 5. THE FOLLOWING LOCATIONS SHALL BE BANDED WITH BARS THE DEPTH OF 500 PSI BELOW THE SPECIFIED STRENGTH. WITH THE OTHER TRADES. PERIGON'S REVIEW IS ONLY FOR GENERAL BUILDINGS , EXCEPT AS MODIFIED BY SUPPLEMENT REQUIREMENTS. THE MAINTAIN GRADES AND LEVELS. 3. IF LABORATORY REPORTS INDICATE THAT STRENGTH CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND THE THE GRATING PLUS 4": "BUILDING CODE WORK SHALL ALSO CONFORM. TO ACI 318-089 it REQUIREMENTS HAVE NOT BEEN OBTAINED, THE FOLLOWING INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS REQUIREMENTS FOR REINFORCED CONCRETE . E. IMMEDIATELY AFTER FORM REMOVAL, ALL, DAMAGED OR IMPERFECT COURSES OF ACTION SHALL BE REQUIRED (AT THE RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE A. OPENINGS IN GRATING WHERE A TOE PLATE IS REQUIRED. WORK SHALL BE PATCHED AS SPECIFIED IN SECTION C11; OR IF B. WHERE OPENINGS ARE LARGE ENOUGH THAT UNSUPPORTED BARS JOB SITE: INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION CONTRACTOR'S EXPENSE). C2. SHOP DRAWINGS. ON ALL MATERIALS SHALL BE SUBMITTED FOR REVIEW THE WORK IS SEVERELY DAMAGED AND STRUCTURALLY PROCESS OR TO THE MEANS AND METHODS OF CONSTRUCTION. NEED LOAD CARRYING BAND. 4. PERCENTAGE OF CEMENT SHALL BE INCREASED OR BEFORE FABRICATION. CONTRACTOR SHALL ACCEPT RESPONSIBILITY FOR UNACCEPTABLE, IT SHALL BE REBUILT TO THE EXTENT DIRECTED BY PERCENTAGE OF WATER SHALL BE DECREASED IN THE MIX ON 6. THE LOCATIONS OF GRATING OPENINGS 6 INCHES DIAMETER AND LARGER DIMENSIONS, QUANTITIES AND COORDINATION OF OTHER TRADES. ALL SHOP THE ENGINEER AT CONTRACTOR'S EXPENSE. THE DETAILER MAY, AT HIS OPTION, USE A REPRODUCTION OF THE SUBSEQUENT PLACEMENTS UNTIL THE REASON FOR LOW TEST WILL BE INDICATED ON THE ENGINEERING DRAWINGS. ALL OTHER DRAWINGS AND DETAIL SHEETS SHALL BE STAMPED, REVIEWED, APPROVED. ENGINEERING DRAWINGS FOR THE ERECTION PLAN. HOWEVER, ALL PIECE RESULTS CAN BE JUSTIFIED. GRATING OPENINGS MAY BE FIELD CUT. AND SIGNED PRIOR TO SUBMISSION. CONTRACTOR SHALL SUBMIT A POUR F. FORMWORK NOT SUPPORTING WEIGHT OF CONCRETE, SUCH AS SIDES 5. THREE CORE SPECIMENS SHALL BE MADE, IN ACCORDANCE MARKS MOST BE CLEARLY LEGIBLE. PLAN LOCATING CONSTRUCTION JOINTS ALONG WITH REBAR SHOP OF BEAMS, WALLS, COLUMNS AND SIMILAR PARTS OF THE WORK DRAWINGS. MAY BE REMOVED AFTER CUMULATIVELY CURING AT, NOT LESS THAN WITH STANDARDS LISTED, FOR EACH GROUP OF CYLINDERS UNLESS OTHERWISE SPECIFIED, A MINIMUM OF TWO SETS OF APPROVAL 7. GRATING SHALL BE ATTACHED TO SUPPORTING STEEL BY ONE OF THE WHERE TEST RESULTS INDICATE MORE THAN 500 PSI BELOW FOLLOWING METHODS: 50 DEGREES F FOR 24 HOURS AFTER PLACING CONCRETE . DRAWINGS SHALL BE SUBMITTED TO PERIGON. ONE SET WILL BE USED FOR STRENGTH. CONCRETE IN THE AREA REPRESENTED BY THESE C3. A CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR HIS PROVIDING CONCRETE IS SUFFICIENTLY HARD NOT TO BE DAMAGED APPROVAL PURPOSES AND MAINTAINED BY PERIGON. THE OTHER SET WILL CORE TESTS WILL BE CONSIDERED STRUCTURALLY ADEQUATE A. WELDING APPROVAL PRIOR TO ANY POURS. MIX SPECIFICATIONS ARE AS FOLLOWS: BY FORM REMOVAL OPERATIONS, AND PROVIDED CURING AND BE MARKED AS APPROPRIATE AND RETURNED TO THE DETAILER STAMPED IF THE AVERAGE OF THE CORES IS EQUAL TO AT LEAST 85% B. SADDLE CLIPS WITH WELD STUDS OR SELF -DRILLING FASTENERS. PROTECTION OPERATIONS ARE MAINTAINED UNTIL CONCRETE ATTAINS OF THE SPECIFIED STRENGTH AND IF NO SINGLE CORE IS AND SIGNED. TWO ANCHORS PER PANEL SHALL BE USED AT EACH SUPPORT WITH 28 DAY COMPRESSIVE STRENGTH 4000 PSI AT LEAST 70% OF REQUIRED 28 -DAY STRENGTH. LESS THAN 75% OF STRENGTH. IF THE CORE TESTS ARE A MINIMUM OF FOUR PER PANEL. (REMOVABLE) 0.45 MAXIMUM WATER/CEMENT RATIO N'S REVIEW IS FOR GENERAL CONFORMANCE WITH THE ENGINEERING STILL BELOW THE DESIGN STRENGTH, THE AFFECTED AREA PERIGO C. SADDLE CLIP MECHANICAL FASTENERS (ESPECIALLY WHERE 'HOT' AIR CONTENT (AIR ENTRAINED) 5+/-1 1/2%, G. NO CONCRETE ELEMENT SHALL BE PERMITTED TO DEFLECT OR DRAWINGS, SPECIFICATIONS, ETC. UNLESS OTHERWISE SPECIFIED. ALL DETAILS SHALL BE COMPLETELY REMOVED AND REPLACED WITH NEW WORK IS NOT. PERMITTED) REMOVABLE CONFORM TO ASTM 260 ACCEPT ANY LOAD DURING FORM STRIPPING. NO BACKFILLING AND DIMENSIONS ARE THE RESPONSIBILITY OF THE VENDOR. THIS APPROVAL CONSTRUCTION. SLUMP 3" MAX FOR FOOTINGS SHALL BE PERMITTED BEHIND ANY FOUNDATION OR RETAINING WALL DOES NOT RELIEVE THE VENDOR OF THE OBLIGATIONS TO MEET 8. FLOOR PLATE SHALL BE ATTACHED TO SUPPORTING STEEL BY ONE OF UNTIL THE CONCRETE HAS ATTAINED AT LEAST THE REQUIRED SPECIFICATIONS AND ALL OTHER TERMS AND CONDITIONS OF THE 4" MAX FOR WALLS C16. CURING: THE FOLLOWING METHODS: 28 -DAY STRENGTH. AND SLABS SUBCONTRACT OR PURCHASE ORDER. CEMENT ASTM C150, TYPE 11 A. WELDING C13. REINFORCEMENT: A. ALL SLABS AND HORIZONTAL SURFACES OF STRUCTURAL CONCRETE WHEN ALL COMMENTS HAVE BEEN INCORPORATED ON THE SHOP DRAWINGS, AGGREGATE 3/4- MAX, CONFORM SHALL BE, CURED BY THE USE OF ONE OF THE FOLLOWING B. DRILL & TAP WITH CSK HEAD SCREWS @ 18" ON CENTER WITH A THE DETAILER SHALL PROVIDE A SET OF CERTIFIED PRINTS TO PERIGON AND TO ASTM C33 METHODS: (1) WATER PROOF SHEET MATERIAL CONFORMING WITH MINIMUM OF 4 SCREWS PER PLATE. (REMOVABLE) FLYASH ASTM C618 (CLASS F) A. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL, GRADE 60 ASTM C171, (2) CONTINUOUSLY MOISTENED BURLAP, (3) THE THE CONTRACTOR IN ADDITION TO FIELD USE PRINTS. C. CLAMP FASTENERS 0 18" ON CENTER WITH A MINIMUM OF 4 AND SHALL CONFORM TO ASTM A615. ALL SPLICES SHALL BE IN WATER -REDUCING ADMIXTURES ASTM C494 FASTENERS PER PLATE (ESPECIALLY FOR APPLICATIONS WHERE ACCORDANCE WITH ACI 318-08 (CLASS B). WIRE FABRIC SHALL BE PONDING METHOD, (4) THE SPRINKLING METHOD, (5) A COVERING S10. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, is HOLES COULD BE DRILLED/PUNCHED OFFSITE TO ELIMINATE 'HOT SMOOTH WWF PER ASTM Al 85. Or 1" SAND OR SAWDUST KEPT CONTINUOUSLY WET, OR (6) PROHIBITED WITHOUT WRITTEN REVIEW OF THE STRUCTURAL. ENGINEER. WORK IN THE CONSTRUCTION AREA) REMOVABLE FLYASH SHALL BE USED ONLY WITH THE APPROVAL OF THE CONCRETE CURING COMPOUND. VERTICAL SURFACES OF ENGINEER. STRUCTURAL CONCRETE SHALL BE CURED BY EITHER,THE PROCESS B. REINFORCEMENT SHALL BE CLEANED, BEFORE PLACEMENT, TO S11. NO CHANGES IN SIZE OR: POSITION OF ANY STRUCTURAL ELEMENT NOR 9. THE FOLLOWING PRODUCTS (OR ENGINEER APPROVED EQUALS) ARE REMOVE ALL DUST, DIRT, RUST, MILL SCALE, GREASE, AND OTHER DESCRIBED IN (1), (2) OR (6). HOLES, SLOTS, CUTS, ETC., SHALL BE MADE UNLESS DETAILED AND NOTED ACCEPTABLE: C4. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR CONCRETE MIX FOREIGN MATTER, WHICH COULD PREVENT OR REDUCE BONDING. AS A PROPOSED CHANGE IN THE SHOP DRAWINGS AND REVIEWED BY THE PROPORTIONS PRIOR TO PLACING CONCRETE. THE SUBMITTAL SHALL THE CONTRACTOR SHALL ENSURE THAT SUCH CLEANLINESS IS B. CURING SHALL BE STARTED AS SOON AS THE CONCRETEAS SET STRUCTURAL ENGINEER. SADDLE CLIPS: INCLUDE THE FOLLOWING INFORMATION: MAINTAINED UNTIL CONCRETE HAS BEEN PLACED. SUFFICIENTLY SO THAT FINISH (ES), AS SPECIFIED HEREINAFTER, WILL NOT BE MARRED BY THIS OPERATION. S12.. NO FINAL BOLTING OR WELDING SHALL BE PERFORMED UNTIL AS MUCH OF F-9 FASTENERS BY IKG BORDEN, IKG IND, CHARLOTTE, NC A. PROPORTIONS BY WEIGHT OF ALL INGREDIENTS IN MIX C. REINFORCEMENT SHALL BE ACCURATELY POSITIONED, AND SECURED THE STRUCTURE AS WILL BE STIFFENED THEREBY HAS BEEN PROPERLY B. SOLID VOLUME CALCULATION OF ALL INGREDIENTS AGAINST DISPLACEMENT, IN ACCORDANCE WITH FINAL REVIEWED SHOP C. CURING OF STRUCTURAL CONCRETE SURFACES SHALL BE STARTED ALIGNED. SADDLE CLIP MECHANICAL GRATING FASTENERS: C. AIR CONTENT DRAWINGS AND ACI 315. IMMEDIATELY UPON REMOVAL OF FORMS. D. UNIT WEIGHT E. WATER -CEMENT RATIOS S13. DOUBLE ANGLES SHALL HAVE INTERMITTENT FILLERS PROVIDED IN GRATE FAST FASTENERS BY HIDEK SUPPLY, GREENSBORO, NC OR D. SPLICING OF REINFORCEMENT SHALL NOT BE PERMITTED EXCEPT D. SURFACES NOT REQUIRING FINISH WORK SHALL HAVE CURING ACCORDANCE WITH BUILT MEMBER REQUIREMENTS OF THE AISC F. TRIAL MIX COMPRESSIVE STRENGTHS AT 7 AND 28 DAYS WHERE SHOWN ON SHOP DRAWINGS. SPLICES SHALL PROVIDE LAP MAINTAINED FOR NOT LESS THAN SEVEN DAYS AFTER FORM SPECIFICATION. G CLIP GALVANIZED FASTENERS, MODEL GG, BY GRATING TO TRANSFER THE STRESS BETWEEN BARS BY BOND. REMOVAL. SPECIALTY CO., INC C5. MIXES SHALL BE DESIGNED SO THAT PROPORTIONS OF INGREDIENTS WILL S14. FABRICATE ALL BEAMS WITH MILL CAMBERS UP. PRODUCE AN AVERAGE STRENGTH AT LEAST 1,200 PSI GREATER THAN THE E. REINFORCEMENT SHALL BE SUPPORTED BY ACCESSORIES WHICH E. CONCRETE SEALER SHALL BE APPLIED IN AREAS WHERE NO OTHER MECHANICAL FLOOR PLATE. FASTENERS: REQUIRED Vc UNLESS THE PROVISIONS OF PARAGRAPH 5.3, ACI 318-08f WILL PROVIDE THE PROTECTIVE CONCRETE COVER REQUIRED BY CRSI COATINGS ARE REQUIRED. SEALER SHALL BE KURE-N-SEAL 30 BY S15. DO NOT USE GAS CUTTING TORCHES IN THE FIELD FOR CORRECTING ARE MET. STANDARDS PRFrAqT CONCRETE RI OCKS SHALL RF U.;Fn TO BASF OR APPROVED EOUAI APPI ICATION qHAI I RF IN XC0RnANrF PAPPIrATION PPPOPq IKI PPIkAAPY qTPHrTHPAI PPAMINr. FLOORFAST GALVANIZED COUNTERSUNK FASTENERS BY HIDEK SUPPLY, GREENSBORO, NC SUPPORT BARS IN FOOTINGS. WITH MANUFACTURER'S RECOMMENDATIONS. C6. ABSOWTELY NO WATER MAY BE ADDED TO THE CONCRETE AT THE JOB S16. PARAGRAPHS 7.2 THROUGH 7.6 OF THE AISC CODE OF STANDARD PRACTICE SITE WITHOUT THE APPROVAL OF A QUALIFIED CONCRETE TESTING 10. CUT-OUTS FOR OBSTRUCTIONS ARE. SPECIFIED MINIMUM CLEARANCES. F. TWO #4 DIAGONAL BARS, 2'-0" LONG, SHALL BE PLACED AT ALL F. WHERE A CONCRETE CURING COMPOUND Is USED, IT SHALL BE A SHALL BE SUPERSEDED AS FOLLOWS: ALL REFERENCES TO "OWNER." SHALL RANGE TOWER TFrHKIIrIAN MICKICIAKIC WAV DE' 1KIPOCACE7% TU HEAD OF STAIRS SCALE: 1 " = 1 9-0111 AT ENDS OF 3RD BEARING BAR FROM EA SIDE OF PANEL IV L NLAI 1'4LMRL,)1 OLMR1111i DMR. RE ENTRANT SLAB CORNERS UNLESS NOTED OTHERWISE. DISSIPATING CURING COMPOUND PER ASTM C309. THE FILM MUST BE SUPERSEDED WITH REFERENCES TO "CONTRACTOR". NOT TO SCALE CHEMICALLY BREAK DOWN IN A TWO OR FOUR WEEK PERIOD AFTER APPLICATION. ACCEPTABLE PRODUCTS INCLUDE "KUREX DR" BY THE 11. SEAL WELD ALL JOINTS IN CHKD PLATE. EUCLID CHEMICAL COMPANY AND 1 & M CURE" BY THE L & M CONSTRUCTION COMPANY OR APPROVED EQUAL. 931 Industrial Drive, Matthews, NC 28105 246-2000 PROJECT CODE PROJECT NAME DWG. NO. ST. LUCIE NUCLEAR PLANT FloHda Certificate of AuthoHty No. 32862 www.perigoneng.com EN Prepared with AutoCAEr R2014 by 110751 ONT K 40 RANGE TOWER S-01 CURRENT PROJECT # 110751 FILENAME: 110751-S-01 53 CURRENT MISC DETAIL # PLOT FACTOR: 1:1 2 APPROVED FOR CONSTRUCTION 04-23-20 AA_ DWG. TITLE iATE OF CC PERI PREVIOUS PROJECT # N/A SHEET SIZE: 42x3O 1 APPROVED FOR CONSTRUCTION 02-04-20 1 KONTEK INDUSTRIES 0 4� 805 McCombs Avenue GENERALSTRUCTURAL NOTES VER REV 0 APPROVED FOR CONSTRUCTION 11-07-18 AN ... .... Ap ENGINEER: L. AYRAPETYAN DESIGNER: P. HINES Kannapolis, NC 28083 NO DESCRIPTION DATE 2 NOI DESCRIPTION DATE //%N*�l P PROJECT MANAGER: J. LARSON AS NOTED ISSUE & REVISION SCALE 11/07/18 DATE COPY NO. SAME NOSING AS FOR TREADS C8. CONTRACTOR SHALL PROVIDE ENGINEER OF RECORD A MINIMUM OF 24 H. STAINLESS STEEL AISI TYPE 304L HOURS NOTICE PRIOR TO ALL CONCRETE POURS AND PRIOR TO FINAL Fl. ALL EXCAVATION WORK THAT ENDANGERS EXISTING STRUCTURES IN C. THE TESTING LABORATORY SHALL BE RESPONSIBLE FOR THE STAINLESS STEEL (4 SIDES) PLACEMENT OF WALL FORMS TO ALLOW VISUAL INSPECTION OF FASTENERS MUST ANY WAY SHALL BE CARRIED OUT WITH UTMOST CARE. ADEQUATELY FOLLOWING: REINFORCING PLACEMENT. BE USED FOR DESIGNED LATERAL SUPPORT. SHALL BE PROVIDED FOR SAFETY, CONNECTIONS) AT ENDS OF IN MIDDLE STABIUTY, AND SERVICEABILITY OF THE STRUCTURE. 1. SAMPLING READY -MIX CONCRETE, INCLUDING SLUMP C9. CONCRETE FINISHES: TESTS J. HSS ROUND ASTM -A500, GR B 3RD BEARING OF PANEL 3/8 -- (FOR TRUCK LOADS FROM WHICH CYLINDERS ARE TAKEN). 1/4 3/16 3/4 BAR FROM EA 3/16 3/4 @ EA I NT e F2. DESIGN OF HELICAL PILES SHALL BE.PROVIDED BY OWNER. A. WALLS SMOOTH FORM K. HANDRAIL ASTM -A500, GR B 2. MAKING, TRANSPORTING, STORING AND TESTING COMPRESSION SIDE OF PANEL SUPORT 3/16 3/4 B . EXTERIOR SLABS BROOM PAINTED SAFETY YELLOW OF CYLINDERS. C. INTERIOR FLOOR SLABS SMOOTH TROWEL (UNO) L. SAG RODS 5/8" DIA WITH 2 NUTS F3. STRUCTURAL FILL MATERIAL SHALL BE COMPACTED AND TESTED IN 3. TESTING FOR DENSITY, CEMENT FACTOR, AND AIR CONTENT -3 _/4 _6 3/4 AT EACH END U U ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. WHERE REQUIRED.. C10. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4 , 45 DEGREE 4. TESTING FOR CHLORIDE ION CONCENTRATION IN ACCORDANCE F4. THE SOILS ARE TO BE TESTED BY EITHER PROOFROLLING OR BY CHAMFER UNO. SUPPORT LEG WITH ASTM C1084. S6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY HAND AUGER BORINGS WITH PENETROMETER TESTING. 5. NOTE THAT CHLORIDE ION CONCENTRATIONS IN EXCESS OF Cil. HONEYCOMBED OR OTHERWISE DEFECTIVE SURFACES SHALL BE CUT BACK 0.3 PERCENT FOR FOUNDATIONS AND 1.0 PERCENT FOR ALL STANDARD, ANSI/AWS D1.1, LATEST EDITION. BANDING BAR A. PROOFROLLING - PROOFROLL AREA OF SLAB WITH FOUR AT LEAST 1", THEN CLEANED, DAMPENED, AND THE SPECIFIED BONDING OTHER CONCRETE WORK WILL NOT BE ACCEPTABLE. PASSES OF A SINGLE AXLE HEAVY LOADED DUMP TRUCK, COMPOUND APPLIED TO ALL SURFACES TO BE PATCHED. THE PATCHING 6. FURNISHING WRITTEN REPORTS TO THE STRUCTURAL ENGINEER. S7. SURFACE PREPARATION SHALL BE SP -2. ALL STEEL SHALL BE COATED WITH MINIMUM STATIC WEIGHT OF 20 TONS. IF THE SOILS RUT OR CARBOLINE, CARBOZINC 11, 2 COATS, 6 MILS DRY, COLOR GRAY. NO SHOP PUMP UNDER THE WEIGHT OF THE TRUCK, THE AREAS ARE MORTAR - ONE PART CEMENT AND TWO PARTS SAND - SHALL BE 7. INSPECTING JOB CONDITIONS AND FILING A REPORT WITH THE _YPICAL POST CUT-OUT PERIMETER SUPPORT INTERMEDIATE SUPPORT SPLICE @ SUPPORT PLACED AFTER THE BONDING COMPOUND HAS DRIED. PATCHED AREA STRUCTURAL ENGINEER STATING WHETHER MOLDING AND PAINTING ALLOWED WITHIN 3" OF FIELD WELDS. FIELD PRIME AND PAINT TO I TO BE UNDERCUT TO A DEPTH AND HORIZONTAL EXTENT SHALL BE KEPT DAMP WITH WET BURLAP FOR FIVE DAYS. BONDING HANDLING OF TEST SPECIMENS MEET REQUIREMENTS OF THE COVER WELDED AREAS AFTER WELDING. " = i n ro r% I A C IC MPKI M HKInEMPHT WATE'DIA1 SCALE: 1 Ll 111L L) I I L I L WIVIVUUNU ANU VAIUMINU MUKIAK bNALL Ut tUUU WtLU ANU tUUU UUNIMUI UUUUMr_NI,'). SHALL BE REPLACED WITH APPROVED FILL MATERIAL. EPDXY" #456 OR #457 RESPECTIVELY, BY EUCLID CHEMICAL OR 8. CYLINDERS SHALL BE MADE AND TESTED IN ACCORDANCE TYPICAL GRATING ATTACHMENT DETAILS 'MAKING AND S8. ANY PRODUCTS SHOWN ON THE DRAWINGS REPRESENT MINIMUM _O" APPROVED EQUAL. WITH THE LATEST EDITIONS OF (1) ASTM C31 = SCALE: 1 B. HAND AUGER - BORINGS ARE TO BE PERFORMED BY AN CURING CONCRETE COMPRESSIVE AND FLEXURAL STRENGTH REQUIREMENTS. ANY DEVIATIONS FROM PRODUCTS SHOWN MUST BE It NOTES EXPERIENCED SOILS ENGINEER TO DETERMINE THE STRENGTH TEST SPECIMENS IN THE FIELD , (2) ASTM C39 -METHOD OF C12. FORMWORK: REVIEWED BY PERIGON (INCLUDING PRODUCTS INDICATED "OR APPROVED AND MAKE-UP OF THE SOIL. IF INADEQUATE SOILS, ARE TEST FOR COMPRESSIVE STRENGTH OF MOLDED CONCRETE EQUAL 1. FOR GRATING SIZES, SEE ENGINEERING DRAWINGS. FOUND ' THESE SOI,LS ARE TO BE UNDERCUT AND REPLACED A. INSTALLATION REMOVAL OF FORMWORK SHALL BE THE CYLINDERS (3) ASTM C172 "METHOD OF SAMPLING FRESH WITH APPROVED FILL MATERIAL AS DETERMINED BY THE RESPONSIBIUTY OF THE CONTRACTOR. CONCRETE 2. FOR WELDING, PAINTING, AND GENERAL STEEL. INFORMATION, SEE THE SOILS ENGINEER. S9. SHOP FABRICATION AND ERECTION DRAWINGS SHALL BE PREPARED BY THE 9. A MINIMUM OF FIVE TEST CYLINDERS OF CONCRETE SHALL BE, APPLICABLE PROJECT GENERAL. STEEL NOTES AND/OR SPECIFICATIONS. B. ADEQUATE SHORING AND BRACING SHALL BE PROVIDED FOR ALL STEEL FABRICATOR OR HIS AGENT IN ACCORDANCE WITH STANDARD AISC TAKEN FOR EVERY FIFTY CUBIC YARDS OR SINGLE DAY'S FORMS TO SUPPORT DEAD AND LIVE DESIGN LOADS. PRACTICE, THE ENGINEERING DRAWINGS, AND SPECIFICATIONS WHERE 3. GRATING SHALL BE SHOP -CUT AND BANDED AT ALL COLUMNS, BRACING, PLACEMENT. TWO CYLINDERS SHALL BE BROKEN AT SEVEN nAVC AKIn MAIA AT MAICMTV CIPUT nAVC AMV AnnITIAKI I APPLICABLE. PnqTq nHqqFT PIATFq ANn OTHFP 10(%ATIONq Aq qPOWN IN TPP* C. DURING CONCRETE PLACING, IF EITHER MISALIGNMENT OF FORMS OR CYLINDERS SHALL BE SET ASIDE AS RESERVES. COPIES OF STANDARD DETAILS. SCREEDS, EXCESSIVE DEFLECTION OF FORMS, OR DISPLACEMENT OF THE SHOP DRAWINGS SHALL BE CHECKED BY THE FABRICATOR PRIOR TO ALL TEST REPORTS SHALL BE. TRANSMITTED CONCURRENTL Y REINFORCEMENT SHOULD OCCUR, IMMEDIATE CORRECTIVE MEASURES SUBMITTAL TO PERIGON. ANY DWGS RECEIVED BY PERIGON UNCHECKED ARE 4. BANDING BARS SHALL BE THE SAME THICKNESS AS THE BEARING BARS TO THE STRUCTURAL ENGINEER. SHALL BE TAKEN TO THE EXTENT NECESSARY EVEN IF PLACING SUBJECT TO REJECTION AND RETURNING TO THE DETAILER WITHOUT TO WHICH THEY ARE WELDED. THE FOLLOWING LOCATIONS SHALL BE OPERATIONS MUST BE STOPPED AND/OR CONCRETE ALREADY IN COMMENT. DRAWINGS SIGNED AS CHECKED BUT FOUND IN PERIGON'S BANDED WITH THE SAME DEPTH AS THE GRATING: D. CONCRETE TEST RESULTS SHALL MEET THE FOLLOWING PLACE REMOVED FROM WITHIN THE FORMS. CORRECTIVE MEASURES REQUIREMENTS: OPINION TO BE OF QUESTIONABLE ACCURACY ARE ALSO SUBJECT TO BEING �SHALL INCLUDE ANY ACTIONS REQUIRED TO ENSURE THAT RETURNED. A. OPEN.ENDS OF GRATING AT HEAD OF LADDER APPROACH TO PLATF GENERAL CONCRETE NOTES ACCEPTABLE LINES AND SURFACES, AS WELL AS REQUIRED 1. THE AVERAGES OF ALL TESTS FROM THREE CONSECUTIVE B. HINGED OR REMOVABLE SECTIONS DIMENSIONS AND CROSS SECTIONS ARE MAINTAINED. 28 -DAY STRENGTH TESTS SHALL BE EQUAL TO OR EXCEED SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO C. GRATING PANELS WITH FOUR (4) OR LESS CROSS BARS C1. REINFORCED CONCRETE, WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE SPECIFIED STRENGTH. SUBMISSION. DRAWINGS SHALL BEAR THE CONTRACTOR'S APPROVAL STAMP D. OPENINGS IN GRATING WHERE A TOE PLATE IS NOT REQUIRED D. DURING, AND IMMEDIATELY AFTER PLACEMENT OF CONCRETE IN ACCEPTING RESPONSIBILITY FOR DIMENSIONS, QUANTITIES AND COORDINATION ACI 301-05, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 2. NO INDIVIDUAL STRENGTH TEST RESULT SHALL BE MORE THAN FORMS, SHORING SHALL BE TIG�TENED AND READJUSTED TO 5. THE FOLLOWING LOCATIONS SHALL BE BANDED WITH BARS THE DEPTH OF 500 PSI BELOW THE SPECIFIED STRENGTH. WITH THE OTHER TRADES. PERIGON'S REVIEW IS ONLY FOR GENERAL BUILDINGS , EXCEPT AS MODIFIED BY SUPPLEMENT REQUIREMENTS. THE MAINTAIN GRADES AND LEVELS. 3. IF LABORATORY REPORTS INDICATE THAT STRENGTH CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND THE THE GRATING PLUS 4": "BUILDING CODE WORK SHALL ALSO CONFORM. TO ACI 318-089 it REQUIREMENTS HAVE NOT BEEN OBTAINED, THE FOLLOWING INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS REQUIREMENTS FOR REINFORCED CONCRETE . E. IMMEDIATELY AFTER FORM REMOVAL, ALL, DAMAGED OR IMPERFECT COURSES OF ACTION SHALL BE REQUIRED (AT THE RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE A. OPENINGS IN GRATING WHERE A TOE PLATE IS REQUIRED. WORK SHALL BE PATCHED AS SPECIFIED IN SECTION C11; OR IF B. WHERE OPENINGS ARE LARGE ENOUGH THAT UNSUPPORTED BARS JOB SITE: INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION CONTRACTOR'S EXPENSE). C2. SHOP DRAWINGS. ON ALL MATERIALS SHALL BE SUBMITTED FOR REVIEW THE WORK IS SEVERELY DAMAGED AND STRUCTURALLY PROCESS OR TO THE MEANS AND METHODS OF CONSTRUCTION. NEED LOAD CARRYING BAND. 4. PERCENTAGE OF CEMENT SHALL BE INCREASED OR BEFORE FABRICATION. CONTRACTOR SHALL ACCEPT RESPONSIBILITY FOR UNACCEPTABLE, IT SHALL BE REBUILT TO THE EXTENT DIRECTED BY PERCENTAGE OF WATER SHALL BE DECREASED IN THE MIX ON 6. THE LOCATIONS OF GRATING OPENINGS 6 INCHES DIAMETER AND LARGER DIMENSIONS, QUANTITIES AND COORDINATION OF OTHER TRADES. ALL SHOP THE ENGINEER AT CONTRACTOR'S EXPENSE. THE DETAILER MAY, AT HIS OPTION, USE A REPRODUCTION OF THE SUBSEQUENT PLACEMENTS UNTIL THE REASON FOR LOW TEST WILL BE INDICATED ON THE ENGINEERING DRAWINGS. ALL OTHER DRAWINGS AND DETAIL SHEETS SHALL BE STAMPED, REVIEWED, APPROVED. ENGINEERING DRAWINGS FOR THE ERECTION PLAN. HOWEVER, ALL PIECE RESULTS CAN BE JUSTIFIED. GRATING OPENINGS MAY BE FIELD CUT. AND SIGNED PRIOR TO SUBMISSION. CONTRACTOR SHALL SUBMIT A POUR F. FORMWORK NOT SUPPORTING WEIGHT OF CONCRETE, SUCH AS SIDES 5. THREE CORE SPECIMENS SHALL BE MADE, IN ACCORDANCE MARKS MOST BE CLEARLY LEGIBLE. PLAN LOCATING CONSTRUCTION JOINTS ALONG WITH REBAR SHOP OF BEAMS, WALLS, COLUMNS AND SIMILAR PARTS OF THE WORK DRAWINGS. MAY BE REMOVED AFTER CUMULATIVELY CURING AT, NOT LESS THAN WITH STANDARDS LISTED, FOR EACH GROUP OF CYLINDERS UNLESS OTHERWISE SPECIFIED, A MINIMUM OF TWO SETS OF APPROVAL 7. GRATING SHALL BE ATTACHED TO SUPPORTING STEEL BY ONE OF THE WHERE TEST RESULTS INDICATE MORE THAN 500 PSI BELOW FOLLOWING METHODS: 50 DEGREES F FOR 24 HOURS AFTER PLACING CONCRETE . DRAWINGS SHALL BE SUBMITTED TO PERIGON. ONE SET WILL BE USED FOR STRENGTH. CONCRETE IN THE AREA REPRESENTED BY THESE C3. A CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR HIS PROVIDING CONCRETE IS SUFFICIENTLY HARD NOT TO BE DAMAGED APPROVAL PURPOSES AND MAINTAINED BY PERIGON. THE OTHER SET WILL CORE TESTS WILL BE CONSIDERED STRUCTURALLY ADEQUATE A. WELDING APPROVAL PRIOR TO ANY POURS. MIX SPECIFICATIONS ARE AS FOLLOWS: BY FORM REMOVAL OPERATIONS, AND PROVIDED CURING AND BE MARKED AS APPROPRIATE AND RETURNED TO THE DETAILER STAMPED IF THE AVERAGE OF THE CORES IS EQUAL TO AT LEAST 85% B. SADDLE CLIPS WITH WELD STUDS OR SELF -DRILLING FASTENERS. PROTECTION OPERATIONS ARE MAINTAINED UNTIL CONCRETE ATTAINS OF THE SPECIFIED STRENGTH AND IF NO SINGLE CORE IS AND SIGNED. TWO ANCHORS PER PANEL SHALL BE USED AT EACH SUPPORT WITH 28 DAY COMPRESSIVE STRENGTH 4000 PSI AT LEAST 70% OF REQUIRED 28 -DAY STRENGTH. LESS THAN 75% OF STRENGTH. IF THE CORE TESTS ARE A MINIMUM OF FOUR PER PANEL. (REMOVABLE) 0.45 MAXIMUM WATER/CEMENT RATIO N'S REVIEW IS FOR GENERAL CONFORMANCE WITH THE ENGINEERING STILL BELOW THE DESIGN STRENGTH, THE AFFECTED AREA PERIGO C. SADDLE CLIP MECHANICAL FASTENERS (ESPECIALLY WHERE 'HOT' AIR CONTENT (AIR ENTRAINED) 5+/-1 1/2%, G. NO CONCRETE ELEMENT SHALL BE PERMITTED TO DEFLECT OR DRAWINGS, SPECIFICATIONS, ETC. UNLESS OTHERWISE SPECIFIED. ALL DETAILS SHALL BE COMPLETELY REMOVED AND REPLACED WITH NEW WORK IS NOT. PERMITTED) REMOVABLE CONFORM TO ASTM 260 ACCEPT ANY LOAD DURING FORM STRIPPING. NO BACKFILLING AND DIMENSIONS ARE THE RESPONSIBILITY OF THE VENDOR. THIS APPROVAL CONSTRUCTION. SLUMP 3" MAX FOR FOOTINGS SHALL BE PERMITTED BEHIND ANY FOUNDATION OR RETAINING WALL DOES NOT RELIEVE THE VENDOR OF THE OBLIGATIONS TO MEET 8. FLOOR PLATE SHALL BE ATTACHED TO SUPPORTING STEEL BY ONE OF UNTIL THE CONCRETE HAS ATTAINED AT LEAST THE REQUIRED SPECIFICATIONS AND ALL OTHER TERMS AND CONDITIONS OF THE 4" MAX FOR WALLS C16. CURING: THE FOLLOWING METHODS: 28 -DAY STRENGTH. AND SLABS SUBCONTRACT OR PURCHASE ORDER. CEMENT ASTM C150, TYPE 11 A. WELDING C13. REINFORCEMENT: A. ALL SLABS AND HORIZONTAL SURFACES OF STRUCTURAL CONCRETE WHEN ALL COMMENTS HAVE BEEN INCORPORATED ON THE SHOP DRAWINGS, AGGREGATE 3/4- MAX, CONFORM SHALL BE, CURED BY THE USE OF ONE OF THE FOLLOWING B. DRILL & TAP WITH CSK HEAD SCREWS @ 18" ON CENTER WITH A THE DETAILER SHALL PROVIDE A SET OF CERTIFIED PRINTS TO PERIGON AND TO ASTM C33 METHODS: (1) WATER PROOF SHEET MATERIAL CONFORMING WITH MINIMUM OF 4 SCREWS PER PLATE. (REMOVABLE) FLYASH ASTM C618 (CLASS F) A. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL, GRADE 60 ASTM C171, (2) CONTINUOUSLY MOISTENED BURLAP, (3) THE THE CONTRACTOR IN ADDITION TO FIELD USE PRINTS. C. CLAMP FASTENERS 0 18" ON CENTER WITH A MINIMUM OF 4 AND SHALL CONFORM TO ASTM A615. ALL SPLICES SHALL BE IN WATER -REDUCING ADMIXTURES ASTM C494 FASTENERS PER PLATE (ESPECIALLY FOR APPLICATIONS WHERE ACCORDANCE WITH ACI 318-08 (CLASS B). WIRE FABRIC SHALL BE PONDING METHOD, (4) THE SPRINKLING METHOD, (5) A COVERING S10. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, is HOLES COULD BE DRILLED/PUNCHED OFFSITE TO ELIMINATE 'HOT SMOOTH WWF PER ASTM Al 85. Or 1" SAND OR SAWDUST KEPT CONTINUOUSLY WET, OR (6) PROHIBITED WITHOUT WRITTEN REVIEW OF THE STRUCTURAL. ENGINEER. WORK IN THE CONSTRUCTION AREA) REMOVABLE FLYASH SHALL BE USED ONLY WITH THE APPROVAL OF THE CONCRETE CURING COMPOUND. VERTICAL SURFACES OF ENGINEER. STRUCTURAL CONCRETE SHALL BE CURED BY EITHER,THE PROCESS B. REINFORCEMENT SHALL BE CLEANED, BEFORE PLACEMENT, TO S11. NO CHANGES IN SIZE OR: POSITION OF ANY STRUCTURAL ELEMENT NOR 9. THE FOLLOWING PRODUCTS (OR ENGINEER APPROVED EQUALS) ARE REMOVE ALL DUST, DIRT, RUST, MILL SCALE, GREASE, AND OTHER DESCRIBED IN (1), (2) OR (6). HOLES, SLOTS, CUTS, ETC., SHALL BE MADE UNLESS DETAILED AND NOTED ACCEPTABLE: C4. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR CONCRETE MIX FOREIGN MATTER, WHICH COULD PREVENT OR REDUCE BONDING. AS A PROPOSED CHANGE IN THE SHOP DRAWINGS AND REVIEWED BY THE PROPORTIONS PRIOR TO PLACING CONCRETE. THE SUBMITTAL SHALL THE CONTRACTOR SHALL ENSURE THAT SUCH CLEANLINESS IS B. CURING SHALL BE STARTED AS SOON AS THE CONCRETEAS SET STRUCTURAL ENGINEER. SADDLE CLIPS: INCLUDE THE FOLLOWING INFORMATION: MAINTAINED UNTIL CONCRETE HAS BEEN PLACED. SUFFICIENTLY SO THAT FINISH (ES), AS SPECIFIED HEREINAFTER, WILL NOT BE MARRED BY THIS OPERATION. S12.. NO FINAL BOLTING OR WELDING SHALL BE PERFORMED UNTIL AS MUCH OF F-9 FASTENERS BY IKG BORDEN, IKG IND, CHARLOTTE, NC A. PROPORTIONS BY WEIGHT OF ALL INGREDIENTS IN MIX C. REINFORCEMENT SHALL BE ACCURATELY POSITIONED, AND SECURED THE STRUCTURE AS WILL BE STIFFENED THEREBY HAS BEEN PROPERLY B. SOLID VOLUME CALCULATION OF ALL INGREDIENTS AGAINST DISPLACEMENT, IN ACCORDANCE WITH FINAL REVIEWED SHOP C. CURING OF STRUCTURAL CONCRETE SURFACES SHALL BE STARTED ALIGNED. SADDLE CLIP MECHANICAL GRATING FASTENERS: C. AIR CONTENT DRAWINGS AND ACI 315. IMMEDIATELY UPON REMOVAL OF FORMS. D. UNIT WEIGHT E. WATER -CEMENT RATIOS S13. DOUBLE ANGLES SHALL HAVE INTERMITTENT FILLERS PROVIDED IN GRATE FAST FASTENERS BY HIDEK SUPPLY, GREENSBORO, NC OR D. SPLICING OF REINFORCEMENT SHALL NOT BE PERMITTED EXCEPT D. SURFACES NOT REQUIRING FINISH WORK SHALL HAVE CURING ACCORDANCE WITH BUILT MEMBER REQUIREMENTS OF THE AISC F. TRIAL MIX COMPRESSIVE STRENGTHS AT 7 AND 28 DAYS WHERE SHOWN ON SHOP DRAWINGS. SPLICES SHALL PROVIDE LAP MAINTAINED FOR NOT LESS THAN SEVEN DAYS AFTER FORM SPECIFICATION. G CLIP GALVANIZED FASTENERS, MODEL GG, BY GRATING TO TRANSFER THE STRESS BETWEEN BARS BY BOND. REMOVAL. SPECIALTY CO., INC C5. MIXES SHALL BE DESIGNED SO THAT PROPORTIONS OF INGREDIENTS WILL S14. FABRICATE ALL BEAMS WITH MILL CAMBERS UP. PRODUCE AN AVERAGE STRENGTH AT LEAST 1,200 PSI GREATER THAN THE E. REINFORCEMENT SHALL BE SUPPORTED BY ACCESSORIES WHICH E. CONCRETE SEALER SHALL BE APPLIED IN AREAS WHERE NO OTHER MECHANICAL FLOOR PLATE. FASTENERS: REQUIRED Vc UNLESS THE PROVISIONS OF PARAGRAPH 5.3, ACI 318-08f WILL PROVIDE THE PROTECTIVE CONCRETE COVER REQUIRED BY CRSI COATINGS ARE REQUIRED. SEALER SHALL BE KURE-N-SEAL 30 BY S15. DO NOT USE GAS CUTTING TORCHES IN THE FIELD FOR CORRECTING ARE MET. STANDARDS PRFrAqT CONCRETE RI OCKS SHALL RF U.;Fn TO BASF OR APPROVED EOUAI APPI ICATION qHAI I RF IN XC0RnANrF PAPPIrATION PPPOPq IKI PPIkAAPY qTPHrTHPAI PPAMINr. FLOORFAST GALVANIZED COUNTERSUNK FASTENERS BY HIDEK SUPPLY, GREENSBORO, NC SUPPORT BARS IN FOOTINGS. WITH MANUFACTURER'S RECOMMENDATIONS. C6. ABSOWTELY NO WATER MAY BE ADDED TO THE CONCRETE AT THE JOB S16. PARAGRAPHS 7.2 THROUGH 7.6 OF THE AISC CODE OF STANDARD PRACTICE SITE WITHOUT THE APPROVAL OF A QUALIFIED CONCRETE TESTING 10. CUT-OUTS FOR OBSTRUCTIONS ARE. SPECIFIED MINIMUM CLEARANCES. F. TWO #4 DIAGONAL BARS, 2'-0" LONG, SHALL BE PLACED AT ALL F. WHERE A CONCRETE CURING COMPOUND Is USED, IT SHALL BE A SHALL BE SUPERSEDED AS FOLLOWS: ALL REFERENCES TO "OWNER." SHALL RANGE TOWER TFrHKIIrIAN MICKICIAKIC WAV DE' 1KIPOCACE7% TU HEAD OF STAIRS SCALE: 1 " = 1 9-0111 AT ENDS OF 3RD BEARING BAR FROM EA SIDE OF PANEL IV L NLAI 1'4LMRL,)1 OLMR1111i DMR. RE ENTRANT SLAB CORNERS UNLESS NOTED OTHERWISE. DISSIPATING CURING COMPOUND PER ASTM C309. THE FILM MUST BE SUPERSEDED WITH REFERENCES TO "CONTRACTOR". NOT TO SCALE CHEMICALLY BREAK DOWN IN A TWO OR FOUR WEEK PERIOD AFTER APPLICATION. ACCEPTABLE PRODUCTS INCLUDE "KUREX DR" BY THE 11. SEAL WELD ALL JOINTS IN CHKD PLATE. EUCLID CHEMICAL COMPANY AND 1 & M CURE" BY THE L & M CONSTRUCTION COMPANY OR APPROVED EQUAL. 931 Industrial Drive, Matthews, NC 28105 246-2000 PROJECT CODE PROJECT NAME DWG. NO. ST. LUCIE NUCLEAR PLANT FloHda Certificate of AuthoHty No. 32862 www.perigoneng.com EN Prepared with AutoCAEr R2014 by 110751 ONT K 40 RANGE TOWER S-01 CURRENT PROJECT # 110751 FILENAME: 110751-S-01 53 CURRENT MISC DETAIL # PLOT FACTOR: 1:1 2 APPROVED FOR CONSTRUCTION 04-23-20 AA_ DWG. TITLE iATE OF CC PERI PREVIOUS PROJECT # N/A SHEET SIZE: 42x3O 1 APPROVED FOR CONSTRUCTION 02-04-20 1 KONTEK INDUSTRIES 0 4� 805 McCombs Avenue GENERALSTRUCTURAL NOTES VER REV 0 APPROVED FOR CONSTRUCTION 11-07-18 AN ... .... Ap ENGINEER: L. AYRAPETYAN DESIGNER: P. HINES Kannapolis, NC 28083 NO DESCRIPTION DATE 2 NOI DESCRIPTION DATE //%N*�l P PROJECT MANAGER: J. LARSON AS NOTED ISSUE & REVISION SCALE 11/07/18 DATE COPY NO.