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<br /> 1.00 GENERAL NOTES 3.00 MODIFICATION NOTES 5.00 BOLT TIGHTENING PROCEDURE MASTEC NETWORK
<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 THE 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 i� KENT, WA 98032
<br /> THE LATEST EDITION OF THE STATE, LOCAL AND NATIONAL CODES, TO THE ABOVE MENTIONED CODES AND CONTRACT SPECIFICATIONS. r 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 2Y2" LENGTH +1/3 TURN BEYOND SNUG TIGHT ' ) PROJECT INFORMATION-
<br /> 1.02 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH WORK ANY DEFECTS. 3/4" BOLTS UP TO & INCLUDING 3" LENGTH +1/3 TURN BEYOND SNUG TIGHT 10102389
<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 3Y2" 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 -I EVERETT MALL
<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 BOLTS UP TO & INCLUDING 4 Y2" 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 906 SOUTHEAST EVERETT MALL WAY
<br /> GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH NOTED. ESTIMATES OF COSTS CREDITS ASSOCIATED WITH THE SUBSTITUTION / & EVERETT, WA 98208
<br /> COSTS/CREDITS COUNTY
<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
<br /> AND/OR ENGINEER OF RECORD SO THAT PROPER REVISIONS MAY BE MADE. BE PROVIDED TO THE ENGINEER. CONTRACTOR SHALL PROVIDE ADDITIONAL /4" BOLTS 4.25" TO 6.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT / ,, -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 TIGHTIf
<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 TIGHTKiENGINEER OF RECORD. RECORD FOR APPROVAL PRIOR TO FABRICATION. Oft" BOLTS 4.75" TO 9.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT Y
<br /> 1.04 CONTRACTOR SHALL REVIEW AND BE FAMILIAR WITH SITE CONDITIONS AS 3.05 UNLESS NOTED OTHERWISE, ALL NEW MEMBERS AND REINFORCING SHALL 0Y4" BOLTS 5.25" TO 10.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT AFTER 1/3 TURN
<br /> O SHOWN ON THE ATTACHED SITE PLAN AND/OR SURVEY DRAWINGS. MAINTAIN THE EXISTING MEMBER WORK AND NOT INTRODUCE 1Y2" BOLTS 6.25" TO 12.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT 421 FAY"TTEVILLE STREET, SUITE 600
<br /> 0 1.05 CONTRACTOR TO PROVIDE DUMPSTER AND PORTABLE TOILET FACILITY ECCENTRICITIES INTO THE STRUCTURE. RALEIGH,NC-6 27601
<br /> o DURING CONSTRUCTION. 3.06 ANY CONTRACTOR-CAUSED DAMAGE TO PROPERTY OF THE LAND OWNER, PWWW.KIMLEY-HORN.OOM
<br /> • 1.06 CONSTRUCTION WASTE MAY NEITHER BE BURNED NOR BURIED AND MUST PROPERTY OF THE CUSTOMER, SITE FENCING OR GATES, ANY AND ALL 5.02 OF THE
<br /> BOLTS SUBJECT TO EELCT TENSIONSTRUC SHALL. INSTALLATION INSTALLED AND TIGHTENEDREISAS PER SECTIOND8(d)(1)
<br /> BE TAKEN TO AN APPROVED LANDFILL. TE AISC MANUAL OF STEEL CONSTRUCTION. THE PROCEDURE PARAPHRASED AS
<br /> UTILITY AND/OR SERVICE LINES, SHOWN OR NOT SHOWN ON THE PLANS FOLLOWS:
<br /> m 1.07 SECURITY TO THE SITE SHALL BE MAINTAINED AT ALL TIMES. SHALL BE REPAIRED OR REPLACED AT THE SOLE COST OF THE
<br /> CONTRACTOR AND SHALL BE ADDRESSED BY THE CONTRACTOR WITH THE "FASTENERS SHALL BE INSTALLED IN PROPERY ALIGHNED 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).
<br /> N
<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 /> o• 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 /> 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 /> 1 THAT THEY HAVE OBTAINED, UNDERSTAND, AND WILL FOLLOW STRUCTURE OF A MAN USING AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL PROGRESS SYSTEMATICALLY UNTIL
<br /> 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 /> (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 APPLICABLE
<br /> a B. PIPE - ASTM A53, GRADE B, Fy=35 KSI. INSTALLATION PROCEDURES USED ON SITE, AND PROPOSED MODIFICATION AMOUNT OF ROTATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESS
<br /> o C. HSS-SHAPES -ATSM A500, GRADE B, DESCRIBED RECEIPT OF ACKNOWLEDGEMENT MUST OCCUR PRIOR TO SYSTEMATICALLY
<br /> Fy = 42 KSI (ROUND) BEGINNING CONSTRUCTION OF CLIMBING. IT IS THE RESPONSIBILITY OF THE
<br /> o Fy = 46 KSI (RECTANGLE) OWNERGENERAON L �OMRPAN�L ETTERHTO �ADEANDETHECRESPONSIBII ITY OF UMENTATION FOR STRUCTURE SPACER PLATE WORKABLE GAGES 2 NOMINAL HOLE DIM'S
<br /> D. ANCHOR RODS - ASTM F1554, GRADE 55 =REV:-DATE:-ISSUED FOR:=BY:=
<br /> 1 GENERAL CONTRACTOR TO OBTAIN THIS DOCUMENTATION FROM ANY
<br /> • 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 3). 3 2% 2 1%. BOLT 0 STANDARD SHORT SLAT 7
<br /> G. STRUCTURAL BOLTS SMALLER THAN )"O 4.02 IF THE CONTRACTOR DISCOVERS ANY EXISTING CONDITIONS THAT ARE NOT EXISTING GUSSETS HOLE 0
<br /> m DIMENSIONS: REPRESENTED ON THESE DRAWINGS, OR ANY CONDITIONS THAT WOULD - 6
<br /> ASME B18.2.1 INTERFERE WITH THE INSTALLATION OF THE MODIFICATIONS, THE ENGINEER OF NOMINAL GAGE r0 9sem Xe x I)(s
<br /> 2)� 2 1�4 1 1)� 1 $
<br /> MATERIAL SAE J429 GRADE 5 RECORD SHALL BE CONTACTED IMMEDIATELY TO EVALUATE THE SIGNIFICANCE BOLT - O 1){6.0 IX6 x 3i• 4
<br /> ''' THREADING: ASME B1.1, UNC, CLASS 2A OF THE DEVIATION. \ HOLE G"
<br /> FINISH: HOT-DIP GALVANIZED OR ZINC-PLATED 4.03 THE CONTRACTOR SHALL SOLICIT AND HIRE THE SERVICES OF A QUALIFIED - - WORKABLE CAGES �4 m 1%3'0 INe x 1" 3
<br /> co MODIFICATIONS INSPECTOR PRIOR TO BEGINNING CONSTRUCTION, THE N v GIVEN IN INCHES 74.0
<br /> 1 INCn H. NUTS FOR BOLTS/ALL-THREAD - ASTM A563 (THREADING TO - MATCH EXISTING 7"m 91e• x 1)(;' 2
<br /> cs, MODIFICATION INSPECTOR MAY BE AN EMPLOYEE OF THE CONTRACTORS FIRM;
<br /> o MATCH BOLT) \ WHEN
<br /> o HOWEVER, THE INSPECTOR'S ONLY DUTIES SHALL BE INSPECTION, TESTING, APPLICABLE 1"0 1%6 m 0(e x 3(e 1
<br /> N I. WASHERS FOR BOLTS/ALL THREADS - ASTM F436
<br /> AND REPORT CREATION AS REQUIRED ON THE "MODIFICATION INSPECTION 2"
<br /> J. W & WT SHAPES ASTM A36 Fy-36 KSI. 0 6/15/2022 CONSTRUCTION MLO
<br /> NOTES" SHEET. IT IS ALSO ACCEPTABLE FOR THE CONTRACTOR TO (TYP)
<br /> a ALTERNATE SPEC: ASTM (IF OTHER SPEC IS UNAVAILABLE). SUBCONTRACT THE MODIFICATION INSPECTOR DUTIES TO A THIRD PARTY FIRM =LICENSER:
<br /> o 2.02 STRUCTURAL BOLTS SHALL CONFORM TO THIS NOTE. ALL BOLT HOLES
<br /> o MEETING THE ABOVE REQUIREMENTS.
<br /> SHALL BE STANDARD SIZE BOLT HOLES PER AISC 360, UNLESS OTHERWISE
<br /> i 4.04 THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND TOWER
<br /> N▪ NOTED. ALL HOLES SHALL BE SHOP DRILLED OR SUB-PUNCHED AND OWNER OF THE PLANNED CONSTRUCTION & INSPECTION SCHEDULE, AS WELL j, L. Q
<br /> a REAMED. BURNING OF HOLES IS NOT PERMITTED, WHERE SLOTTED OR C
<br /> a AS ANY CHANGES TO THE SCHEDULE, WITHIN TWO BUSINESS DAYS OF l.�
<br /> OVERSIZE HOLES ARE SPECIFIED ON THE DRAWINGS, EXTRA-THICK ASTM G W 4
<br /> COMPLETION OF THE SCHEDULE REVISION BOTH PRIOR TO BEGINNING Doc LElgn b Q AS
<br /> ' F436 PLATE WASHERS SHALL BE USED (%6" MINIMUM THICKNESS) WITH A CONSTRUCTION AND DURING CONSTRUCTION AS THE SCHEDULE CHANGES. r'-n.� ti0 Cl,
<br /> N DIAMETER SUITABLE TO COVER THE EXTENTS OF THE SLOT OF HOLE. BOLTS THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD WHEN PHASES hii S' <
<br /> tea:. �
<br /> • SHALL BE HEAVY-HEX WHERE AVAILABLE IN THE SIZE AND GRADE OF CONSTRUCTION HAVE BEEN MOVED UP AND SHALL GIVE THE ENGINEER G ,' 2
<br /> • SPECIFIED. ADEQUATE NOTICE SO THE ENGINEER OF RECORD MAY, AT THEIR DISCRETION, 6395B 1�B6AO 84. t../>.
<br /> ' 2.03 ALL STEEL HARDWARE, INCLUDING ADHESIVE OR EMBEDDED ANCHOR BOLTS INSPECT PORTIONS OF THE WORK DEEMED CRITICAL TO THE INTEGRITY OF
<br /> n AND THEIR ACCESSORIES, SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE THE STRUCTURE. FAILURE TO PROVIDE THIS NOTICE MAY RESULT IN d �,
<br /> N WITH ASTM A153 (EXCEPT BOLTS SMALL THAN Y2" SHALL CONFIRM TO REJECTION OF THE CONTRACTOR'S WORK. THE CONTRACTOR SHALL ALSO /� �, 51372 Gya
<br /> ' FE/ZN 3 AS PER ASTM F1941 WHERE HOT-DIP GALVANIZED IN NOTIFY THE ENGINEER OF RECORD AND THE STRUCTURE OWNER WHEN THE ��� CIST �_Z
<br /> c� ACCORDANCE WITH ASTM A123. REPAIR DAMAGE TO GALVANIZED COATINGS WORK HAS BEEN COMPLETED WITHIN 2 BUSINESS DAYS OF THE COMPLETION s`s1ONALE�
<br /> Y USING ASTM A780 PROCEDURES WITH A ZINC RICH PAINT (SUCH AS ZRC OF THE WORK AND ASSOCIATED MODIFICATION INSPECTIONS & TESTING.
<br /> 1 GALVILITE) FOR GALVANIZING DAMAGED BY HANDLING, TRANSPORTING, 4.05 IT IS ASSUMED THAT ANY STRUCTURAL MODIFICATION WORK SPECIFIED IN BOLT EDGE & SPACING
<br /> o CUTTING, WELDING, OR BOLTING. DO NOT HEAT SURFACES TO WHICH REPAIR THESE PLANS WILL BE ACCOMPLISHED BY KNOWLEDGEABLE WORKMEN WITH
<br /> PAINT HAS BEEN APPLIED. CALL OUT HOLES REQUIRED FOR HOT-DIP TOWER/BUILDING CONSTRUCTION EXPERIENCE. THIS INCLUDES PROVIDING THE =KHA PROJECT NUMBER:
<br /> • GALVANIZING ON SHOP DRAWINGS. NECESSARY CERTIFICATIONS TO THE STRUCTURE OWNER AND ENGINEER
<br /> NI- 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-26028
<br /> CODE - STEEL WELD ELECTRODES SHALL BE EBOXX. UNLESS OTHERWISE WELDING INSPECTOR CREDENTIALS, ET CETERA. ALLOWABLE ANGLE COPE -DRAWN BY: CHECKED BY.
<br /> a 4.06 THESE DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION, THE
<br /> co NOTED PROVIDE CONTINUOUS FILLET WELDS WITH MINIMUM SIZE OF 3/j6" OR CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE Ji"m 7,6'0 Uh' DLF KDF
<br /> N OF A SIZE EQUAL TO THE THICKNESS OF THE THINNER WELD LEG SIZE 1.5 x L
<br /> o SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, / '
<br /> E, SHALL BE ADJUSTED AS REQUIRED TO MAINTAIN THE EFFECTIVE THROAT OF TECHNIQUES, SEQUENCES AND PROCEDURES. MAX. "m 1�"m IV -SHEET TITLE.
<br /> 2 A B" FILLET WELD IN A 90' JOINT. ALL WELD SIZES SHOWN IN INCHES. 4.07 CONTRACTOR SHALL WORK WITHIN THE LIMITS OF THE STRUCTURE OWNER'S ' COPED PORTION 3'40 1Y4-0 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 2.
<br /> 5- EACH WELDER STATING THE TYPE OF WELDING AND POSITIONS QUALIFIED RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WORK IS WITHIN THESE rbm t)�"m 2% PROJECT NOTES
<br /> o FOR, THE CODE AND PROCEDURE QUALIFIED UNDER, STATE QUALIFIED, AND BOUNDARIES. CONTRACTOR SHALL EMPLOY A SURVEYOR AS REQUIRED. ANY I'm 1Y4-03'
<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 /> o LINE, COPED MIN. EDGE
<br /> i INFORMATION SHALL BE SUBMIT TO THE MODIFICATION INSPECTOR (SEE LAND OWNER PRIOR TO MOBILIZATION. CONSTRUCTION STAKING AND TYPBEYOND THIS PORTION
<br /> E SHEET N-3) AS WELL AS ANY THIRD-PARTY CERTIFIED WELD INSPECTOR BOUNDARY MARKING IS THE RESPONSIBILITY OF THE CONTRACTOR. _ _.- OF I
<br /> (CWI). 4.08 DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING ANGLE I -SHEET NUMBER:
<br /> • 2.06 MEMBERS SHALL BE SHOP-FABRICATED AND WELDED TO THE EXTENT DIMENSIONS, CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY BOLT HOLE--a
<br /> PRACTICABLE IN ORDER TO REDUCE FIELD INSTALLATION COSTS. THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE I I / SPACING n I_
<br /> Z PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. ,1I V
<br /> i
<br /> Y
<br /> This dxument,together with the concepts and designs presented heroin,as an Inetrumeot of service,le intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and odaptetion by Kimley-Horn and Meaciatee,Inc shall be without Debility to IOmley-Horn and Associates,Inc. Copyright Kimley-Hom and Associates,Inc.,2020
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