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1.00 GENERAL NOTES 3.00 MODIFICATION NOTES 5.00 BOLT TIGHTENING PROCEDURE MASTEC NONWORK
<br /> 3.01 THESE MODIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 5.01 TIGHTEN BOLTS BU AISC- "TURN OF THE NUT" METHOD, USING THE CHART BELOW: SOLUTIONS
<br /> 1.01 ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO NE DRAWINGS GOVERNING PROVISIONS OF TIA/EIA-222, ASCE 7, AWS, ACI, AND AISC. 22263 68TH AVE SOUTH
<br /> AND SPECIFICATIONS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM BOLT LENGTHS UP TO & INCLUDING 4 0 A- KENT, WA 98032
<br /> THE LATEST EDITION OF THE STATE, LOCAL AND NATIONAL CODES, TO THE ABOVE MENTIONED CODES AND CONTRACT SPECIFICATIONS. ) " BOLTS UP TO & INCLUDING 2" LENGTH +1/3 TURN BEYOND SNUG TIGHT
<br /> ORDINANCES AND OR REGULATIONS APPLICABLE TO THIS PROJECT. 3.02 ALL MATERIALS UTILIZED FOR THIS PROJECT MUST BE NEW AND FREE OF BOLTS UP TO & INCLUDING 2YL" LENGTH +1/3 TURN BEYOND SNUG TIGHT , ' -PROJECT INFORMATION:
<br /> 1.02 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH WORK ANY DEFECTS. Y4" BOLTS UP TO & INCLUDING 3" LENGTH +1/3 TURN BEYOND SNUG TIGHT 10102251
<br /> OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES 3.03 ALL PRODUCT OR MATERIAL SUBSTITUTIONS PROPOSED BY THE %" BOLTS UP TO & INCLUDING 3) " LENGTH +1/3 TURN BEYOND SNUG TIGHT
<br /> SHALL BE CALLED TO THE ATTENTION OF THE PROJECT MANAGER AND/OR CONTRACTOR SHALL BE APPROVED IN WRITING BY THE ENGINEER OF 1" BOLTS UP TO & INCLUDING 4" LENGTH +1/3 TURN BEYOND SNUG TIGHT
<br /> ` -1 EVEREITHIM'526
<br /> ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH WORK WHERE RECORD. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO ENGINEER THERE IS A CONFLICT BETWEEN DRAWING AND SPECIFICATIONS. SUITABLE TO DETERMINE IF THE SUBSTITUTE IS ACCEPTABLE FOR USE AND 1}F BOLTS UP TO & INCLUDING 4)" LENGTH +1/3 TURN BEYOND SNUG TIGHT BEFORE 1/3 TURN
<br /> 1.03 ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING MEETS THE ORIGINAL DESIGN CRITERIA. DIFFERENCES FROM THE ORIGINAL 1Y4" BOLTS UP TO & INCLUDING 5" LENGTH +1/3 TURN BEYOND SNUG TIGHT
<br /> CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT DESIGN, INCLUDING; MAINTENANCE, REPAIR, AND REPLACEMENT, SHALL BE 1X" BOLTS UP TO & INCLUDING 6" LENGTH +1/3 TURN BEYOND SNUG TIGHT 209 EAST CASINO ROAD
<br /> GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFUCT WIN NOTED. ESTIMATES OF COSTS/CREDITS ASSOCIATED WIN NE SUBSTITUTION BR& EVERETT, WA 98208
<br /> THE DRAWINGS, THEY SHALL BE REPORTED TO THE PROJECT MANAGER (INCLUDING RE-DESIGN COSTS AND COSTS TO SUB-CONTRACTORS) SHALL BOLT LENGTH OVER 4 0 BUT NOT EXCEEDING 8 0 SNOHOMISH
<br /> AND/OR ENGINEER OF RECORD SO THAT PROPER REVISIONS MAY BE MADE. BE PROVIDED TO THE ENGINEER. CONTRACTOR SHALL PROVIDE ADDITIONAL 34" BOLTS 4.25" TO 6.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT A ,, =PLANS PREPARED BY:
<br /> MODIFICATION OF DETAILS OR CONSTRUCTION SHALL NOT BE MADE DOCUMENTATION AND/OR SPECIFICATION TO THE ENGINEER AS REQUESTED. 4" BOLTS 3.75" TO 7.0" LENGTH +1/2 TURN BEYOND SNUG TIGHTArr
<br /> WITHOUT WRITTEN APPROVAL OF THE PROJECT MANAGER AND/OR 3.04 PROVIDE STRUCTURAL STEEL SHOP DRAWINGS(S) TO THE ENGINEER OF 1" BOLTS 4.25" TO 8.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT
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<br /> ENGINEER OF RECORD. RECORD FOR APPROVAL PRIOR TO FABRICATION. 1X" BOLTS 4.75" TO 9.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT
<br /> 1.04 CONTRACTOR SHALL REVIEW AND BE FAMILIAR WITH SITE CONDITIONS AS 3.05 UNLESS NOTED OTHERWISE, ALL NEW MEMBERS AND REINFORCING SHALL iY4" BOLTS 5.25" TO 10.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT AFTER 1/3 TURN
<br /> SHOWN ON THE ATTACHED SITE PLAN AND/OR SURVEY DRAWINGS. MAINTAIN THE EXISTING MEMBER WORK AND NOT INTRODUCE 1X" BOLTS 6.25" TO 12.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT 421 FAYETTEVILLE STREET,SUITE 600
<br /> 1.05 CONTRACTOR TO PROVIDE DUMPSTER AND PORTABLE TOILET FACILITY ECCENTRICITIES INTO THE STRUCTURE. RALEIGH,
<br /> PHONE 91 NC n-01
<br /> 9-sz000
<br /> DURING CONSTRUCTION. 3.06 ANY CONTRACTOR-CAUSED DAMAGE TO PROPERTY OF THE LAND OWNER, 5.02 SPLICE BOLTS SUBJECT TO DIRECT TENSION SHALL BE INSTALLED AND TIGHTENED AS PER SECTION 8(d)(1) WWW.KIMLEY-HORN.COM
<br /> 1.06 CONSTRUCTION WASTE MAY NEITHER BE BURNED NOR BURIED AND MUST PROPERTY OF THE CUSTOMER, SITE FENCING OR GATES, ANY AND ALL OF THE AISC MANUAL OF STEEL CONSTRUCTION. THE INSTALLATION PROCEDURE IS PARAPHRASED AS
<br /> BE TAKEN TO AN APPROVED LANDFILL. UTILITY AND/OR SERVICE UNES, SHOWN OR NOT SHOWN ON THE PLANS FOLLOWS:
<br /> g 1.07 SECURITY TO THE SITE SHALL BE MAINTAINED AT ALL TIMES. SHALL BE REPAIRED OR REPLACED AT THE SOLE COST OF NE
<br /> CONTRACTOR AND SHALL BE ADDRESSED BY THE CONTRACTOR WITH THE "FASTENERS SHALL BE INSTALLED IN PROPERY AUGHNED HOLES AND BE TIGHTENED BY ONE OF THE
<br /> COMPANIES THAT OWN THE DAMAGED ITEMS. METHODS DESCRIBED IN SUBSECTION 8(d)(1) THROUGH 8(d)(4).
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<br /> 2.00 STRUCTURAL STEEL NOTES 4.00 CONTRACTOR NOTES 8(d)(1) TURN-OF-THE-NUT TIGHTENING
<br /> BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG TIGHT
<br /> 2.01 STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS 4.01 PRIOR TO BEGINNING CONSTRUCTION, ALL CONTRACTORS AND CONDITION. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF A JOINT ARE IN
<br /> a. UNO: SUBCONTRACTORS MUST ACKNOWLEDGE IN WRITING TO STRUCTURE OWNER FIRM CONTACT. THIS MAY BE OBTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT
<br /> o THAT THEY HAVE OBTAINED, UNDERSTAND, AND WILL FOLLOW STRUCTURE OF A MAN USING AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL PROGRESS SYSTEMATICALLY UNTIL
<br /> r%i A. STRUCTURAL STEEL SHAPES, PLATES AND BARS. OWNER STANDARDS OF PRACTICE, CONSTRUCTION GUIDELINES, ALL SITE AND ALL THE BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOW
<br /> N (EXPECT W-SHAPES) - ASTM A36, Fy=36 KSI STRUCTURE SAFETY PROCEDURES, ALL PRODUCT LIMITATIONS AND THIS INITIAL OPERATION ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE APPUCABLE
<br /> M B. PIPE - ASTM A53, GRADE B, Fy=35 KSI. INSTALLATION PROCEDURES USED ON SITE, AND PROPOSED MODIFICATION AMOUNT OF ROTATION OF NE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESS
<br /> N
<br /> C. HSS-SHAPES -ATSM A500, GRADE B, DESCRIBED RECEIPT OF ACKNOWLEDGEMENT MUST OCCUR PRIOR TO SYSTEMATICALLY
<br /> o Fy = 42 KSI (ROUND) BEGINNING CONSTRUCTION OF COMBING. IT IS NE RESPONSIBILITY OF THE
<br /> GENERAL CONTRACTOR TO PROVIDE THE DOCUMENTATION FOR STRUCTURE
<br /> i Fy = 46 KSI (RECTANGLE)) OWNER ON COMPANY LETTERHEAD AND THE RESPONSIBILITY OF THE SPACER PLATE WORKABLE GAGES NOMINAL HOLE DIM'S :REV:-DATE:-ISSUED FOR--BY:-
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<br /> D. ANCHOR RODS - ASTM F1554, GRADE 55 GENERAL CONTRACTOR TO OBTAIN THIS DOCUMENTATION FROM ANY
<br /> . 1 E. ALL THREAD RODS - ASTM F1554, GRADE 105 SUBCONTRACTORS (ON SUBCONTRACTOR LETTERHEAD) AND DELIVER IT TO MATCH 8
<br /> F. STRUCTURAL BOLTS ) "0 AND LARGER - ASTM A325 THE STRUCTURE OWNER. LEG 4 3l¢ 3 2Y 2 1% BOLT• STANDARD SHORT SLOT 76
<br /> G. STRUCTURAL BOLTS SMALLER THAN "0 4.02 IF THE CONTRACTOR DISCOVERS ANY EXISTING CONDITIONS THAT ARE NOT EXISTING GUSSETS HOLE•
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<br /> DIMENSIONS: REPRESENTED ON THESE DRAWINGS, OR ANY CONDITIONS THAT WOULD
<br /> ASME B18.2.1 INTERFERE WITH THE INSTALLATION OF THE MODIFICATIONS, THE ENGINEER OF NOMINAL GAGE 2% 2 1% 1% 1% 1 kz"0 s We'X Na 5
<br /> 4, MATERIAL SAE J429 GRADE 5 RECORD SHALL BE CONTACTED IMMEDIATELY TO EVALUATE NE SIGNIFICANCE BOLT %"0 IX8"0 % x 3' 4
<br /> 1 THREADING: ASME 81.1, UNC, CLASS 2A OF NE DEVIATION.
<br /> FINISH: HOT-DIP GALVANIZED OR ZINC-PLATED 4.03 THE CONTRACTOR SHALL SOLICIT AND HIRE THE SERVICES OF A QUAUFIED �'� ,F--,F - WORKABLE CAGES "d 13fe•• 1�(e%1' 3
<br /> H. NUTS FOR BOLTS/ALL-THREAD - ASTM A563 (THREADING TO MODIFICATIONS INSPECTOR PRIOR TO BEGINNING CONSTRUCTION, THE N I I - MATCH
<br /> INCHES
<br /> H. �•• 1 8• IN.x 11' 2
<br /> MATCH BOLT) MODIFICATION INSPECTOR MAY BE AN EMPLOYEE OF THE CONTRACTORS FIRM; . WHEN
<br /> z I. WASHERS FOR BOLTS/ALL THREADS - ASTM F436 HOWEVER, THE INSPECTOR'S ONLY DUTIES SHALL BE INSPECTION, TESTING, I 2" I APPOCABLE re 1Xe"0 Iv a 9(6 1
<br /> N J. W & WT SHAPES - ASTM A36 - Fy-36 KSI. AND REPORT CREATION AS REQUIRED ON THE "MODIFICATION INSPECTION L L 0 5/23/2022 CONSTRUCTION MLO
<br /> o ALTERNATE SPEC: ASTM IF OTHER SPEC IS UNAVAILABLE. NOTES" SHEET. IT IS ALSO ACCEPTABLE FOR THE CONTRACTOR TO "II(TYP)"II
<br /> ( ) SUBCONTRACT THE MODIFICATION INSPECTOR DUTIES TO A THIRD PARTY FIRM =LICENSER:
<br /> 0 2.02 STRUCTURAL BOLTS SHALL CONFORM TO THIS NOTE. ALL BOLT HOLES MEETING NE ABOVE REQUIREMENTS.
<br /> y S- HALL BE STANDARD SIZE BOLT HOLES PER AISC 360, UNLESS OTHERWISE 4.04 THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND TOWER
<br /> 3 NOTED. ALL HOLES SHALL BE SHOP DRILLED OR SUB-PUNCHED AND OWNER OF THE PLANNED CONSTRUCTION & INSPECTION SCHEDULE, AS WELL L. p
<br /> REAMED. BURNING OF HOLES IS NOT PERMITTED, WHERE SLOTTED OR
<br /> o AS ANY CHANGES TO THE SCHEDULE,
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<br /> WITHIN TWO BUSINESS DAYS OF i'
<br /> OVERSIZE HOLES ARE SPECIFIED ON THE DRAWINGS, EXTRA-THICK ASTMG
<br /> COMPLETION OF NE SCHEDULE REVISION BOTH PRIOR TO BEGINNING p1 WAS Fl�, t�
<br /> i F436 PLATE WASHERS SHALL BE USED (9(6" MINIMUM THICKNESS) WITH A CONSTRUCTION AND DURING CONSTRUCTION AS THE SCHEDULE CHANGES. G'
<br /> a _Docu ed(10,;,, j,m DIAMETER SUITABLE TO COVER THE EXTENTS OF THE SLOT OF HOLE. BOLTS THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD WHEN PHASES . ,S. 1Ox
<br /> a SHALL BE HEAVY-HEX WHERE AVAILABLE IN THE SIZE AND GRADE OF CONSTRUCTION HAVE BEEN MOVED UP AND SHALL GIVE THE ENGINEER iA
<br /> SPECIFIED. ADEQUATE NOTICE SO THE ENGINEER OF RECORD MAY, AT THEIR DISCRETION, l,, , a
<br /> 2.03 ALL STEEL HARDWARE, INCLUDING ADHESIVE OR EMBEDDED ANCHOR BOLTS INSPECT PORTIONS OF THE WORK DEEMED CRITICAL TO THE INTEGRITY OF 669 126:
<br /> AND THEIR ACCESSORIES, SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE THE STRUCTURE. FAILURE TO PROVIDE THIS NOTICE MAY RESULT IN rd ' 1
<br /> $ WITH ASTM A153 (EXCEPT BOLTS SMALL THAN ," SHALL CONFIRM TO REJECTION OF THE CONTRACTOR'S WORK. THE CONTRACTOR SHALL ALSO .+O ,51372� 'V
<br /> 1 FE/ZN 3 AS PER ASTM F1941 WHERE HOT-DIP GALVANIZED IN NOTIFY NE ENGINEER OF RECORD AND NE STRUCTURE OWNER WHEN THE h'6, GISTEg '
<br /> M ACCORDANCE WITH ASTM A123. REPAIR DAMAGE TO GALVANIZED COATINGS WORK HAS BEEN COMPLETED WITHIN 2 BUSINESS DAYS OF THE COMPLETION SSIONAL�*G
<br /> r` USING ASTM A780 PROCEDURES WITH A ZINC RICH PAINT (SUCH AS ZRC OF THE WORK AND ASSOCIATED MODIFICATION INSPECTIONS & TESTING.
<br /> NN GALVIUTE) FOR GALVANIZING DAMAGED BY HANDLING, TRANSPORTING, 4.05 IT IS ASSUMED THAT ANY STRUCTURAL MODIFICATION WORK SPECIFIED IN
<br /> CUTTING, WELDING, OR BOLTING. DO NOT HEAT SURFACES TO WHICH REPAIR THESE PLANS WILL BE ACCOMPUSHED BY KNOWLEDGEABLE WORKMEN WITH BOLT EDGE BL SPACING
<br /> Y PAINT HAS BEEN APPLIED. CALL OUT HOLES REQUIRED FOR HOT-DIP TOWER/BUILDING CONSTRUCTION EXPERIENCE. THIS INCLUDES PROVIDING NE -KHA PROJECT NUMBER:
<br /> GALVANIZING ON SHOP DRAWINGS. NECESSARY CERTIFICATIONS TO THE STRUCTURE OWNER AND ENGINEER
<br /> 2.04 WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING INCLUDING BUT NOT LIMITED TO QUALIFIED WELDER CERTIFICATES, CERTIFIED BOLT 0 MIN. EDGE SPACING KHCLE-24632
<br /> b WELDING INSPECTOR CREDENTIALS, ET CETERA. ALLOWABLE ANGLE COPE DRAWN BY: CHECKED BY.
<br /> CODE - STEEL WELD ELECTRODES SHALL BE ESOXX. UNLESS OTHERWISE 4.06 THESE DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION, THE [SHEET
<br /> ITI NOTED PROVIDE CONTINUOUS FILLET WELDS WITH MINIMUM SIZE OF IB" OR CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE "0 %�"• OfDLF KDF
<br /> oOF A SIZE EQUAL TO THE THICKNESS OF THE THINNER WELD LEG SIZE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, 1.5 x LSHALL BE ADJUSTED AS REQUIRED TO MAINTAIN THE EFFECTIVE THROAT OF TECHNIQUES, SEQUENCES AND PROCEDURES. MAX. 3b"• 1)•013r TITLE-
<br /> 7- A f6" FILLET WELD IN A 90' JOINT. ALL WELD SIZES SHOWN IN INCHES. 4.07 CONTRACTOR SHALL WORK WITHIN NE LIMITS OF THE STRUCTURE OWNER'S f COPED PORTION w• 1Y4• 2Y'
<br /> 2.05 PRIOR TO WELDING, THE CONTRACTOR SHALL SUBMIT CERTIFICATION FOR PROPERTY OF LEASE AREA AND APPROVED EASEMENT. IT IS THE OF ANGLE
<br /> i EACH WELDER STATING THE TYPE OF WELDING AND POSITIONS QUALIFIED RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WORK IS WITHIN THESE .5"• 1J¢•0 2
<br /> o F- OR, THE CODE AND PROCEDURE QUALIFIED UNDER, STATE QUALIFIED, AND BOUNDARIES. CONTRACTOR SHALL EMPLOY A SURVEYOR AS REQUIRED. ANY t"• 134"0 r PROJECT NOTES
<br /> THE FIRM AND INDIVIDUAL CERTIFYING THE QUALIFICATION TESTS. THIS WORK OUTSIDE THESE BOUNDARIES SHALL BE APPROVED IN WRITING BY THE DO NOT COPE
<br /> INFORMATION SHALL BE SUBMIT TO THE MODIFICATION INSPECTOR (SEE LAND OWNER PRIOR TO MOBILIZATION. CONSTRUCTION STAKING AND BEYOND THIS U COPED N MIN. EDGE
<br /> o SHEET N-3) AS WELL AS ANY THIRD-PARTY CERTIFIED WELD INSPECTOR BOUNDARY MARKING IS THE RESPONSIBILITY OF THE CONTRACTOR. �..f CIF
<br /> 4.08 DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING
<br /> (CWI). DIMENSIONS, CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY BOLT HOLE-C[ ANGLE op rSHEETN
<br /> UMBER:
<br /> 2.06 MEMBERS SHALL BE SHOP-FABRICATED AND WELDED TO THE EXTENT THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE ✓
<br /> J PRACTICABLE IN ORDER TO REDUCE FIELD INSTALLATION COSTS. PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. ! SPACING N I_1z
<br /> IV
<br /> This document together with the concept,and Minions prwaented heroin,as an instrument of service,Is'Manifold only far the epedlk paposs and client for which R was prepared. Reuss of and Improper reliance an Ns document without wrINrr outhahatlon and adaptation by IOmiey-Han,and Associates.Inc.shall b"'About GabIYh to KMky-Han and Modatw.Inc. Copyright KkNn^-Hom and Associates,Inc.,2020
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