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<br /> i SCOPE&RESPONSIBILITY FALL PROTECTION STRUCTURAL STEEL STEEL CONNECTIONS ABBREVIATIONS
<br /> 1. GRAVITEC SYSTEMS INC(GSI)IS RESPONSIBLE FOR 1. EACH FALL PROTECTION SYSTEM IS DESIGNED FOR 20.THIS SYSTEM SHALL NOT BE MODIFIED WITHOUT 1. MATERIALS TO BE FROM DOMESTIC MFR 1. ALL FIELD CONNECTIONS SHALL BE BOLTED,TYPICAL, GSI GRAVITEC SYSTEMS,INC. i
<br /> THE SPECIFIED DESIGN OF THE FALL PROTECTION USE BY 2 WORKERS CONNECTED TO THE SYSTEM AT PRIOR CONSULTATION WITH GSI,AND SHALL ONLY BE (PREFERRED)UNLESS APPROVED BY EOR. UNLESS NOTED OTHERWISE. AAF AVERAGE ARREST FORCE SNOHDYISH COMM,MID
<br /> SYSTEMS ONLY.ALL EXISTING BUILDING STRUCTURE ONE TIME. MADE UNDER THE SUPERVISION OF A QUALIFIED AB ANCHOR BOLT 'EVERETTT000010.3
<br /> IS ASSUMED TO BE DESIGNED BY OTHERS AND HAS PERSON. 2. STRUCTURAL STEEL SHALL CONFORM TO THE 2. ALL STRUCTURAL FASTENERS TO BE FROM DOMESTIC ACI AMERICAN CONCRETE INSTITUTE
<br /> NOT BEEN VERIFIED BY GSI. 2. ALL WORKERS USING THE FALL PROTECTION SYSTEM FOLLOWING SPECIFICATIONS: MANUFACTURERS UNLESS APPROVED BY EOR. ADDL ADDITIONAL
<br /> SHALL BE TRAINED ON ITS PROPER USE. 21.IN THE EVENT OF AN IMPACT ON THE SYSTEM,TAG A.PLATES,ANGLES&CHANNELS-ASTM A572,GR. AISC AMERICAN INSTITUTE OF STEEL
<br /> 2. GSI IS RESPONSIBLE FOR ANCHOR POST ONLY WHERE THE SYSTEM OUT AS"DO NOT USE-INSPECTION SO,OR ASTM A36 3. BOLTS SHALL BE INSTALLED SNUG TIGHT PER RCSC CONSTRUCTION GRAVITEC
<br /> NOTED ON PLAN. PENDING"(AFTER ANY RESCUE EVENT IS B. STEEL TUBE-ASTM A500,GRADE B,Fy=46 KSI SPECIFICATION UNLESS THE CONNECTION IS AISI AMERICAN IRON AND STEEL INSTITUTE SYSTEMS !NCI
<br /> 3. THIS FALL PROTECTION SYSTEM SHALL NOT BE USED21291URDAHI RD NW
<br /> TO HOIST MATERIALS OR EQUIPMENT. COMPLETED),ISOLATE ALL COMPONENTS OF THE C.STEEL PIPE-ASTM A500,GRADE B FOR HSS OR DESIGNATED AS PRETENSIONED(FULLY TIGHTENED) ANSI AMERICAN NATIONAL STANDARDS POUL300,WA 99370
<br /> 3. SUPPORTING STRUCTURAL ELEMENTS ARE DESIGNED SYSTEM,AND CONTACT GSI. 100%OF ALL AFFECTED ASTM A53,TYPE E OR TYPE 5,GRADE B OR C FOR OR A TORQUE VALUE IS GIVEN. INSTITUTE °FAX:2067880.22a'9i°
<br /> AND ANALYZED BY OTHERS,REFER TO STRUCTURAL 4.TYPICAL CLEARANCES FOR THIS PROJECT ARE: COMPONENTS SHALL BE.VISUALLY INSPECTED P,X&XX,Fy,MIN.=35 KSI. ARCH ARCHITECT/ARCHITECTURAL
<br /> DRAWINGS FOR ADDITIONAL INFORMATION. A.SELF RETRACTING DEVICE(CLASS B) 10.5 FEET AND/OR TESTED AT THE DISCRETION OF GSI. D.RATIO OF ACTUAL TENSILE TO YIELD(Fu/Fy)AS 4.BOLTS SHALL CONFORM TO ASTM F3125,GR A325 OR ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
<br /> GIVEN ON THE MTR MUST EXCEED 115%,UNLESS BETTER,UNO.BOLT VALUES USED SHALL BE THOSE ASSY ASSEMBLY _
<br /> 4.REFER TO STRUCTURAL DRAWINGS FOR ALL SPECIAL 5. EACH SYSTEM SHALL INCLUDE A SIGN STATING -APPROVED BY THE EOR. FOR BEARING TYPE BOLTS WITH THREADS ALLOWED ASTM AMERICAN SOCIETY FOR TESTING AND
<br /> INSPECTION REQUIREMENTS,INCLUDING,BUT NOT DESIGN AND USE INFORMATION AND SHALL BE IN THE SHEAR PLANE. MATERIALS
<br /> LIMITED TO:STEEL FABRICATION&CONSTRUCTION 3. STRUCTURAL STEEL DETAILING,FABRICATION,AND AWS AMERICAN WELDING SOCIETY
<br /> RELATED TO SYSTEM SUPPORTS. PERMANENTLY AFFIXED IN A VISIBLE AREA. ERECTION SHALL BE IN ACCORDANCE WITH THE 5. NUTS TO BE ASTM A563 GRADE DH,OR ASTM A194 -"%�•
<br /> (B) BY OTHERS
<br /> GENERAL CONDITIONS "MANUAL OF STEEL CONSTRUCTION,"AMERICAN GRADE 2H,HEAVY HEX TYPE,UNO. B/ BOTTOM OF ,,,1
<br /> 6. ANCHOR POINTS HAVE BEEN DESIGNED TO ANSI e
<br /> Z359.6(2016). INSTITUTE OF STEEL CONSTRUCTION,AISC 360, BLDG BUILDING �4. DS/o3f2027
<br /> 1. ALL CONCEPTS FOR NON-PROPRIETARY SYSTEMS AND LATEST EDITION ADOPTED BY JURISDICTION. 6. WASHERS TO BE ASTM F436,CIRCULAR.WASHERS TO BTWN BETWEEN
<br /> BCOMPONENTS DETAILED HEREIN ARE THE PROPERTY 7. DESIGN CAPACITY AND LOADING OF ALL UNO.INSTALLED ADJACENT TO THE TURNED ELEMENT, C/CL, CENTERTNCENTER
<br /> OF GRAVITEC SYSTEMS,INC.UNLESS NOTED MANUFACTURED COMPONENTS ARE THE SOLE 4. CONDRAONS, NCLUDINL GGIFY UNDATION, O FIRLD CL,4 CENTERLINEEAR
<br /> OTHERWISE BY CONTRACT.NOTES SUPPLIED HEREIN RESPONSIBILITY OF GORBEL.THE ENGINEER OF CONDITIONS,PLACEMENT, AND OT OTHER FOUNDATION,ANCHOR CLR CLEAR
<br /> GOVERN THE MINIMUM STANDARDS FOR RECORD IS ONLY RESPONSIBLE FOR VERIFYING THE EOR AND WORK AFFECTING THE 7. WITHSAE GR29
<br /> GR 5&8R UTOLLS ARE TO BE &F43643ID C CONCRETE MASONRY UNIT
<br /> MATERIALS,WORKMANSHIP,AND GENERAL EXISTING CONDITIONS MEET THE MANUFACTURER'S STEEL PRIOR TO ERECTION. WITHER 5&GR 8 NUTS,RESPECTIVELY,& CONCN CONCRETE
<br /> CONSTRUCTION PRACTICES UNLESS NOTED CRITERIA REQUIREMENTS. WASHERS. CONK CONNECTION
<br /> 5. ALL METAL EDGES AND CORNERS SHALL BE FINISHED COAST CONSTRUCTION
<br /> OTHERWISE IN THE DRAWINGS. TO PREVENT SNAGGING OF EQUIPMENT AND 8. ALL BOLTED CONNECTIONS SHALL HAVE THREAD CONT CONTINUOUS
<br /> 8. REFER TO GSI USER GUIDE FOR ADDITIONAL CLOTHING. - LOCKING ADHESIVE APPLIED PRIOR TO FINAL0 DIAMETER
<br /> 2. THE DETAILS AND SECTIONS SHOWN ON FALL INFORMATION. ASSEMBLY,UNLESS NOTED OTHERWISE.
<br /> PROTECTION DRAWINGS APPLY GENERALLY TO ALL 6. TOLERANCES UNLESS OTHERWISE SPECIFIED: A.TEMPERATURES FOR STORING THREAD LOCKING (DIM) REFERENCE DIMENSION
<br /> AREAS OF SIMILAR OR LIKE CONDITIONS 9.THIS SYSTEM IS DESIGNED TO MEET FALL ARREST LINEAR=±1/16" ADHESIVES MUST BE KEPT IN THE SPECIFIED DBL DOUBLE
<br /> THROUGHOUT THE DRAWINGS. LOADS. FRACTIONAL TOLERANCES=X'-XX" RANGE BY THE MANUFACTURER. DP DEEP
<br /> MACHINED DECIMAL TOLERANCES: B. ENVIRONMENT AND MATERIAL TEMPERATURES DET DETAIL
<br /> 3. ALL ELEVATIONS SHOWN ARE FOR REFERENCE 10.USE OF AN ANSI Z359.11(2014)APPROVED FULL .X=±0.1 SIGNIFICANTLY AFFECT WORKING AND CURING DIAG DIAGONAL
<br /> PURPOSES ONLY. REFER TO CIVIL FOR DATUM BODY HARNESS IS REQUIRED. .XX=±0.01 TIMES OF THE THREAD LOCKING ADHESIVE. REFER DWG DRAWING
<br /> ELEVATIONS,WHERE REQUIRED. - .XXX=±0.005 TO THE MANUFACTURERS INSTRUCTIONS FOR EA EACH
<br /> 11.USE OF AN ANSI Z359.12(2009)APPROVED ANGLES(AS TAKEN FROM SINGLE DATUM)=±0.50° APPROXIMATIONS. El EDGE OF
<br /> 4. REFER TO MANUFACTURER'S INSTRUCTIONS FOR C. BOLTED CONNECTIONS MUST BE ASSEMBLED ELEV ELEVATION
<br /> PRODUCT STORAGE,HANDLING,AND PROPER USAGE. CONNECTION COMPONENTS IS REQUIRED. _ - EOR ENGINEER OF RECORD
<br /> STEEL FINISH WITHIN THE WORKING TIME OF THE THREAD EQ EQUAL
<br /> 12.ALL SRD'S MUST BE ANSI Z359.14(2014)APPROVED. LOCKING ADHESIVE.APPLYING A TORQUE VALUE
<br /> 5. GRAVITEC SYSTEMS,INC.IS NOT RESPONSIBLE FOR TO BOLTED CONNECTIONS DURING OR AFTER THE (E) EXISTING
<br /> SECURING APPLICABLE PERMITS WHICH MAY BE SEE FALL PROTECTION LOADS FOR DEPLOYMENT 1. ALL FABRICATED STEEL COMPONENTS TO BE HOT DIP CURING TIME WILL AFFECTTHETORQUE VALUE EXT EXTERIOR
<br /> REQUIRED FOR THE CONTRACTED SCOPE OF WORK. FORCE,IF APPLICABLE. GALVANIZED FINISHED AND COATED TO REDUCE ACCURACY.
<br /> FB FLAT BAR
<br /> REQUIRED PERMITS ARE THE RESPONSIBILITY OF THE CORROSION,UNO. FLG FLANGE
<br /> BUILDING OWNER AND/OR THE GENERAL 13.USE ONLY COMPATIBLE CONNECTIONS,AS DEFINED 9. ALL BOLTED CONNECTIONS SHALL HAVE FP FALL PROTECTION
<br /> CONTRACTOR. BY ANSI 2359.1(2016). 2. ALL STEEL LABELED'GALVANIZED'SHALL BE HOT TAMPERPROOF SEAL APPLIED SUBSEQUENT TO FINAL FT-LBS FOOT POUNDS ;
<br /> DIPPED GALVANIZED IN ACCORANCE WITH ASTM ASSY. GA GAUGE 1 o
<br /> A123.ALL EXPOSED STEEL SHALL BE HOT DIPPED
<br /> CODES 14.NO SUBSTITUTIONS ARE PERMITTED. GALV GALVANIZED - 0
<br /> GALVANIZED. GRTG GRATING " ff
<br /> 1. BUILDING ANALYSIS BY OTHERS. 15.ALL MATERIALS,WORKMANSHIP,DESIGN,AND A.ALL EXPOSED THREADS SHALL BE BRUSHED AFTER 10.ALL CARBON STEEL WELDING SHALL CONFORM TO HLL HORIZONLTAL LIFELINE g §
<br /> GALVANIZING TO REMOVE EXCESS MATERIAL ANSI/AWS D1.1,LATEST EDITION,AND SHALL BE o:
<br /> CONSTRUCTION SHALL CONFORM TO THE PERFORMED WITH E70XX ELECTRODES.ALL WELDERS HOLD HOLD CRITICAL DIMENSION
<br /> B. WEEP HOLES TO BE PROVIDED IN ALL ENCLOSED
<br /> 2. FALL PROTECTION LOADS: DRAWINGS,SPECIFICATIONS. SHALL BE QUALIFIED UNDER AWS Dl.l STANDARD, HORZ HORIZONTAL
<br /> MEMBERS BEING GALVANIZED. w S S
<br /> A.SELF RETRACTING DEVICE(CLASS B AAF) 900 LBS - C.ALL WEEP HOLES SHALL BE PROTECTED FROM OR EQUIVALENT WABO STANDARD. HR HAND RAIL $ $
<br /> B.MINIMUM WORKER WEIGHT 130 LBS 16.BEFORE USE INSPECTION:THE FP SYSTEM, HSS HOLLOW STRUCTURAL STEEL o
<br /> PLUGGING DUE TO EXCESS MATERIAL. IBC INTERNATIONAL BUILDING CODE d
<br /> C.MAXIMUM WORKER WEIGHT 310 LBS COMPONENTS,AND EQUIPMENT,USED AS PART OF A D.WELDS APPLIED TO GALV SURFACES TO BE 11.STRUCiURAL STEEL CONNECTIONS NOT SPECIFICALLY Z < C.
<br /> D.ANCHORAGE LOADS w/DL(2 X FOS) 5610 LBS WORKER'S FP MUST BE INSPECTED PRIOR TO USE BY DETAILED ON THE DRAWINGS SHALL BE DESIGNED BY ID INSIDE DIAMETER
<br /> TOUCHED UP USING CROWN 7707,OR 7008 INFO INFORMATION
<br /> THE WORKER.THIS BEFORE USE INSPECTION GALVA BRIGHT PREMIUM SPRAY,OR EQUIVALENT. THE FABRICATOR UNDER THE DIRECT SUPERVISION KSI KIPS PER SQUARE INCH
<br /> CONSISTS OF A BRIEF VISUAL INSPECTION OF - OF A STATE LICENSED REGISTERED PROFESSIONAL
<br /> CONDITION AND A TEST OF PROPER FUNCTION OF ENGINEER,AND SEALED CALCULATIONS FOR ALL LBS POUNDS
<br /> THE SYSTEM,COMPONENT,OR EQUIPMENT.THIS 3. ALL FINISHES DAMAGED DURING TRANSPORT, CONNECTIONS SHALL BE SUBMITTED FOR ENGINEER'S LLH LONG LEG HORIZONTAL
<br /> ERECTING,AND FIELD WELDING PROCESS SHALL BE LSS LADDER SAFETY SYSTEM
<br /> INCLUDES AN INSPECTION OF THE STRUCTURE OR REPAIRED TO MATCH SHOP APPLIED COATINGS, FILES. MAIL MATERIAL
<br /> ELEMENT THAT SUPPORTS THE SYSTEM.DO NOT USE TOUCH-UP GALVANIZED STEEL WITH 2 COATS
<br /> ANY ITEM THAT DOES NOT PASS INSPECTION.DURING 12.WHERE CONNECTIONS ARE NOT SPECIFICALLY MAX MAXIMUM
<br /> THE BEFORE USE INSPECTION,INSPECT THE SYSTEM, ZINC-RICH PAINT. ADDRESSED BY THE ABOVE NOTES OR ON MACH MECHANICAL
<br /> COMPONENTS,AND EQUIPMENT PER THE MFR'S STRUCTURAL DRAWINGS,FILLET WELDS SHALL BE MEP MECHANICAL ELECTRICAL&PLUMBING
<br /> INSTRUCTIONS. PROVIDED AT ALL CONTACT SURFACES SUFFICIENT TO MFR MANUFACTURER
<br /> DEVELOP THE TENSILE STRENGTH OF THE SMALLER MIN MINIMUM
<br /> 17.ANNUAL INSPECTION:THE FP SYSTEM SHALL BE MEMBER AT THE JOINT. MISC MISCELLANEOUS
<br /> INSPECTED ANNUALLY BY GSI TO ENSURE THE MTL MATERIAL
<br /> PROPER USE,INTEGRITY AND WARRANTIES OF THE 13.MINIMUM SIZE OF FILLET WELDS SHALL BE%6",OR MTR MATERIAL TEST REPORT
<br /> SYSTEM.THIS INSPECTION MUST BE COMPLETED BY MINIMUM SIZE REQUIRED BY AISC,WHICHEVER IS MWFRS MAIN WIND FORCE RESISTANCE SYSTEM
<br /> GSI TO MAINTAIN THE INTEGRITY OF THE SYSTEM TO GREATER. No NUMBER
<br /> ENSURE THAT THE SYSTEM IS IN WORKING ORDER AS NTS NOT TO SCALE
<br /> INTENDED IN THE ORIGINAL DESIGN.IF THIS 14.ALL ROUGH EDGES&WELD BURRS TO BE GROUND 0/0 OUT TO OUT Q
<br /> INSPECTION IS COMPLETED BY ANOTHER SMOOTH. - OC ON CENTER
<br /> PERSON/ENTITY OTHER THAN GSI,THIS OCEW ON CENTER EACH WAY
<br /> INSPECTOR/ENTITY ACCEPTS THE LIABILITY OF THE 15.NON DESTRUCTIVE EXAMINATION(NDE)NOTES: OD OUTSIDE DIAMETER
<br /> CURRENT CONDITION AND FUNCTION OF THE A.100%VISUAL INSPECTION REQUIRED FOR ALL OPNG OPENING c
<br /> SYSTEM.IF A THIRD-PARTY INSPECTOR OTHER THAN WELDS IN ADDITION TO THE NDE REQUIREMENTS OPP OPPOSITE 0
<br /> PL
<br /> GSI IS USED THEY MUST BE A COMPETENT PERSON BELOW. PLF POUTNDS PER LINEAL FOOT cn
<br /> WHO HAS EXPERIENCE WITH FP INSPECTIONS AND B. NDE TO BE PERFORMED PER AWS D1.1 WHERE C1 N. o
<br /> PSF POUNDS PER SQUARE
<br /> WHO IS COMPETENT TO DO SO ACCORDING TO THE APPLICABLE,UNO. PSI POUNDS PER SQUARE NCH
<br /> k Q I�rn
<br /> MFR'S INSTRUCTIONS. C. CRITICAL WELDS REQUIRING ADDITIONAL CO m Q QTY QUANTITY
<br /> EXAMINATION TO BE IDENTIFIED BY EOR. R QN Lij rn
<br /> 18.5 YR RECERTIFICATION:EVERY FIVE YEARS THE RB ROUND BAR CI USy k_
<br /> SYSTEM SHALL BE RECERTIFIED BY GSI TO ENSURE ITREF G2
<br /> STILL FILLS THE INTENDED PURPOSE AND MAINTAINS READ REQUIRED Q l�Nw
<br /> ANY APPLICABLE WARRANTIES OF THE SYSTEM.THIS SHT SHEETel
<br /> INSPECTION MUST BE COMPLETED BY GSI TO W �°w
<br /> MAINTAIN THE INTEGRITY OF THE SYSTEM TO SHTHG SHEATHING vrtaccr7z1R7a
<br /> ENSURE THAT THE SYSTEM IS IN WORKING ORDER AS SIM SIMILAR emlrnNeiDeNrviER:
<br /> S11 STEEL JOIST INSTITUTE E3
<br /> INTENDED IN THE ORIGINAL DESIGN.IF THIS SPA SINGLE POINT ANCHOR
<br /> INSPECTION IS COMPLETED BY ANOTHER
<br /> PERSON/ENTITY OTHER THAN GSI,THIS SPECS SPECIFICATIONS
<br /> INSPECTOR/ENTITY ACCEPTS THE LIABILITY OF THE S SS SR ST STAINLESS STEEL DEVICE
<br /> ,srmErrine
<br /> CURRENT CONDITION AND FUNCTION OF THE GENERAL NOTES
<br /> SYSTEM.IF A THIRD-PARTY INSPECTOR OTHER THAN STD STANDARD GENERAL
<br /> STL STEEL
<br /> GSI IS USED THEY MUST BE A QUALIFIED PERSON STR STRUCTURAL
<br /> WHO HAS EXPERIENCE WITH FP INSPECTIONS AND S.W. SELF WEIGHT
<br /> WHO IS COMPETENT TO DO SO ACCORDING TO THE
<br /> T/ TOP OF LEAD: MAL
<br /> MFR'S INSTRUCTIONS. VIP TYPICAL DRAFTER TPA
<br /> LINO UNLESS NOTED OTHERWISE DATE: 01N02023
<br /> 19.THIS SYSTEM SHALL NOT BE LOAD TESTED WITHOUT VERT VERTICAL SHEET
<br /> PRIOR CONSULTATION WITH GRAVITEC SYSTEMS INC. VIF VERIFY IN FIELD XQO.01
<br /> w/ WITH
<br /> SHEET 2 OF 7
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