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RECEIVED OFFICE COPY Submittal Response Letter MAY 7 202, ARCHITECTURE CITY OF MARL) SERA URBAN DESIGN•PLANNING INTERIOR DESIGN !3UILDING DMSIOIA Date Project Name Dartmouth Apartments APPROVED REVISION Project Number 1903007 II vp a© , q _ o O 3 [`-j' 6 Attention Company Essex General Construction Inc ) 1r G- 1 7- . I Address 4284 W 7th Avenue Eugene, Oregon, 97402 Phone (503) 747-0092 Email Submittal Name Fall Protection Anchors Submittal No, 11 24 25— 1.1 Revision The following comments refer to the submittal listed above. They supplement all comments made within the submittal itself and do not necessarily represent all comments within this submittal. General Comments: No exceptions taken SUBMITTAL REVIEW Sender Charlie Baxter NO EXCEPTIONS NOTED ❑ DISAPPROVED ❑ NO EXCEPTIONS NOTED IN CORRECTED COPY cc ❑ REVISE AND RESUBMIT ❑ NOT REVIEWED The delegated design work referenced in this submittal is the responsibility of the design-build contractor. The design-build contractor is fully responsible for the detailed design and construction and its coordination with the Work in accordance with the Contract Documents and all applicable rules,regulations and other requirements. Review by Architect is solely for aesthetic intent and general compliance with the design intent in the Contract Documents. Such review does not,in any way,relieve the delegated design contractor from strict compliance with all Contract Requirements and the Authority Having Jurisdiction. Charlie Baxter REVIEWED BY SERA 5/12/2021 DATE 338 NW 5TH AVENUE PORTLAND OR 97209 T 503.445.7372 F 503.445.7395 SERADESIGN.COM '1 4 Submittal Review Essex 72nd & Dartmouth GENERAL CONSTRUCTION,INC. Section: 112425-1.1 Date: 05/10/21 Subcontractor/Supplier: Pure Safety Group Description: Fall Protection Anchors Contractor: Stamp Guardian CB Single Point Anchor System Essex General Construction Inc - Shop Drawings (3-8) This drawing or submittal has been reviewed - Calculations (9-15) for general conformance with plans and specifications.Review does not relieve — O&M Manual (16-34) fabricator/vendor or subcontractor of - Sample Warranty (35) responsibility for errors,omissions,or non-compliance with contract documents. %-- / 05/10/2021 Reviewed Eliot Adams Architect: Stamp Engineer/Consultant: Stamp ®REVIEWED D REVISE AND RESUBMIT ❑REJECTED ❑ FURNISH AS CORRECTED Corrections or comments mace on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. This contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with tha of all other trades;and performing his work in a safe and satisfactory manner. FROELICH ENGINEERS, INC. DATE: 05/12/2021 BY: BJH 4284 W 76 Avenue.Eugene,OR 97402 1541-342-4509 www.esseagc.com 17400 SW 65'll Avenue.Lake Oswego,OR 97035 1503-747-0092 CCBM OR 54531 I WA ESSEXGC852JC PSG PURE SAFETY GROUP Advancing Fall Protection SUBMITTAL REVIEW FORM To: Essex General construction Inc. Date: 5/25/21 System: Tieback ESG Project#: ESG08046A Project Name: Dartmouth Attached Documents Preliminary Stamped I Approved Quote O&M Manual 4/ Shop Drawings Shop Drawings Warranty Technical Other Calculations ✓ Information ✓ Data Sheet Verification Required—Review/Comments: Maximum Depth from Top of Completed Roof to Bottom of Deck: Obstruction to Layout: YES NO Verification of Roof Type Specification: Product Schedule of Deliveries: Stock Product(Less than 25 Business Days) Custom Product (25 Business Days) Attention: This project is granted a minimum of 3 revisions regarding design changes at no cost. Each additional revision after the 3rd revision will incur a cost of$500 each. Design changes include, but are not limited to,the following: Anchor, anchor connection, anchor layout, and system requirements (e.g. fall protection to window washing, or single points to horizontal lifeline systems). , acknowledge the submittal and verified items in question have been reviewed for comments or questions by all appropriate parties [architect, engineer of record, owner, and any other applicable person). Signature: Date: GuvRuinN Structural Calculations Project Dartmouth City Dartmouth I State OR Reference Plans Date 05/06/21 Project No. and Phase: 21001_F077 Reference Plans Prepared By RWG Calculations Prepared By CP SWSG, PC 607 Herndon Parkway; Herndon,VA 20170 703-471-6803 PE Seal* 4,02.E.o PRopFss ,,GiNEQtr spy (fi jop 81935PE/ 0:4 9, k�� <<ARD SNP EXPIRES: 06-30-2022 Date of PE Seal: 05/24/21 Scope: ATTENTION: BLOCKING WHERE SHOWN HAS BEEN DESIGNED BY OTHERS.THE ABILITY OF THE BLOCKING WHERE SHOWN,AND THE ABILITY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS TRANSFERRED FROM THE ANCHOR ATTACHMENT SURFACES, HAVE NOT BEEN VERIFIED BY GFP'S SPECIALTY ENGINEER.THIS SHALL BE VERIFIED SEPARATELY BY THE PROFESSIONAL ENGINEER THAT DESIGNED THE BLOCKING; BY THE ENGINEER OF RECORD FOR THE BUILDING STRUCTURE; BYA LICENSED PROFESSIONAL ENGINEER HIRED BY THE BUILDING OWNER; OR, IF HIRED, BY GFP'S SPECIALTY ENGINEER. Codes: ANSI ASSE Z359.0-2012,Z359.6-2012,Z359.13-2012 for fall arrest systems;ANSI/AISC 360-10 for steel;ACI 318-14 for concrete. Set Date Description Calc Sheets Rev 0 03/12/21 Original submission 1-7 Rev 1 05/24/21 No change in calcs 1-7 *Certification Statement: I hereby certify these documents were prepared by me or approved by me, and that I am a duly licensed professional engineer under the laws of the jurisdiction of this project. Structural Calculations 2 Project: Dartmouth Calculations Prepared By: CP Description: Cal-S-18 Anchor 4-3,E t 1 16 1 k,51g l' it--DROP FORGED EYE TYP •Ayffi417 . r ai16'TACK 13-1,2"DI 2 PLGS.. Ar'TM AN CAP PLATE - 1 - 3.S iEl3l.R.Se• E 60 PIPE ASTM A I 53 GRADE B 1,tar O3}.5.3E•La}" le' I il . t. S: 1 12K12f 5fr ASTM A572 PLATE CAL-5-18 ANCHOR {ivt f•-b ♦ s, Structural Calculations 3 Description Cal-S-18 Anchor Location and Type of Anchors Are anchors for window-washing tiebacks?(1=No,2=Yes) 1 Are anchors in CA?(1=No,2=Yes) 1 Are anchors for window-washing tiebacks&in CA?(1=No,2=Yes) 1 Members,Connectors,&Fasteners are Designed so as not to Fracture under Required Loads Loads P=Ultimate Design Load(kips)= 5.000 h1=Height(in)to Top of Anchor(Bottom of Top Piece)= 18.0000 h2=Height from Top of Anchor to Tie-Off(in)= 2.4688 h=h1+h2=Total Height from Roof to Tie-off(in)= 20.4688 de=Case 1-Minimum Distance to Edge of Roof(ft)= 2.1 de=Case 2-Maximum Distance to Edge of Roof(ft)= 50 dl=Max Dist Anchor Can Be Moved Toward Roof Edge(ft)= 2.00 d2=Max Dist Anchor Can Be Moved Away From Roof Edge(ft)= 2.00 61=Case 1-Potential Angle(degrees)= 86.645 Phi=Horizontal Load(kips)= 0.293 Pv1=Vertical Load(kips)= 4.991 02=Case 2-Potential Angle(degrees)= 1.879 Ph2=Horizontal Load(kips)= 4.997 Pv2=Vertical Load(kips)= 0.164 Phx=Max Horizontal Load(kips)=Max(Phi,Ph2)= 4.997 Pvx=Max Vertical Load(kips)=Max(Pv1,Pv2)= 4.991 Drop Forged Eye Hoop hf=Height from Top of Base to Top of Hoop(inches)= 2.4688 dh=Vertical Thickness at Top of Hoop(inches)= 0.4688 w=Weld Size(in)= 0.1875 hh=Hoop Design Height(inches)= 2.0469 b=Thickness Perpendicular to Load at Base of Hoop(in)= 0.4688 d=Thickness Parallel to Load at Base of Hoop(in)= 0.9375 Fy=Yield Strength(ksi)= 115 Fu=Ultimate Stress= 135 A=Area per side(inches^2)=b x d= 0.439 Zx=Plastic Modulus per Side(in^3)=bd^2/4 0.103 Case 1-Minimum Distance to Edge of Roof: Phi=Design Horizontal Load(kips)= 0.293 M=Moment(in-kips)=Ph x hh/2 sides= 0.299 fb1=M1/Zx(ksi)= 2.908 Case 2-Maximum Distance to Edge of Roof: Ph2=Design Horizontal Load(kips)= 4.997 M=Moment(in-kips)=Ph x hh/2 sides= 5.114 fb2=M2/Zx(ksi)= 49.656 fv=Shear(ksi)=max(Ph1,Ph2)/A= 11.372 fb=max(fbl,fb2)(ksi)= 49.656 a=Combined Stresses(ksi)_(fv^2+fb^2)^.5= 50.942 Fu/o= 2.650 >1.00 (OK) Weld of Drop Forged Eye Hoop Electrode Type= E70 FEEX=Electrode Strength(ksi)= 70.000 Structural Calculations 4 Description Cal-S-1S Anchor w=Weld Size(in)= 0.1875 wt=Effective Throat Thickness(in)=(w^2/2)^.5= 0.1326 Lw=Weld Length(in)=2b+2d= 2.813 Aw=Effective Weld Area(i02)=wt x Lw= 0.373 Ph=Design Horizontal Load(kips)=Max(Phi,Ph2)= 4.997 fv=Shear Stress(ksi)=Ph/Aw 13.402 0.6*FEEx/fv= 3.134 >1.00 (OK) Weld of Plate to Top of Steel Pipe Plate&Pipe Material Combination= 1 Plate Material Type A36 Pipe Material Type= A53,Gr.B Electrode Type= E70 FEEx=Electrode Strength(ksi)= 70.000 w=Weld Size(in)= 0.1875 d=Nominal Pipe Diameter(inches)= 3.500 do=Outside Diameter(inches)= 4.000 Rx=Min Weld Radius(in)=Max Pipe Radius= 2.000 Lw=Effective Weld Length(in)=2rc(Rx+w/2)= 13.16 wt=Effective Throat Thickness(in)=(w^2/2)^.5= 0.133 Aw=Effective Weld Area(in^2)=wt x Lw= 1.744 Rwx=Max Weld Radius(in)=Rx+w= 2.188 Ray=Average Radius(in)_(Rx+Rwx)/2= 2.094 lx=Moment of Inertia(in^3)=rcRav^3 x w= 5.407 Sx=Section Modulus(in^3)=lx/Rwx= 2.472 Case 1-Minimum Distance to Edge of Roof: Phi=Horizontal Load(kips)= 0.293 h2=Height from Top of Anchor to Tie-Off(in)= 2.4688 M1=Moment(in-kips)=Phi x h2= 0.722 fb=M1/Sx(ksi)= 0.292 fv=Phl/Aw(ksi)= 0.168 a1=(fv^2+fb^2)^.5(ksi)= 0.337 FEEx/a1= 207.704 >1.00 (OK) Case 2-Maximum Distance to Edge of Roof: Ph2=Horizontal Load(kips)= 4.997 h2=Height from Top of Anchor to Tie-Off(in)= 2.4688 M2=Moment(in-kips)=Ph2 x h2= 12.337 fb=M2/Sx(ksi)= 4.992 fv=Ph2/Aw(ksi)= 2.865 o2=(fv^2+fb^2)^.5(ksi)= 5.755 FEEx/o2= 12.162 >1.00 (OK) Pipe Pipe Material=ASTM A53,Gr B,Schedule 80 d=Nominal Pipe Diameter(inches)= 3.500 do=Outside Diameter(inches)= 4.000 di=Inside Diameter(inches)= 3.360 Z=Plastic Modulus(in^3)from AISC Table 1-14= 4.070 Fy=Yield Stress(ksi)= 35.000 Fu=Ultimate Stress(ksi)= 60.000 t=Wall Thickness(inches)= 0.320 Rx=Max Radius(in)=do/2= 2.000 Ri=Inside Radius(in)= 1.680 7 � f Structural Calculations 5 Description Cal-S-18 Anchor Ray=Average Radius(in)=(do+di)/2/2= 1.840 Ag=Area(inches^2)=n(do^2-di^2)/4= 3.700 h=Height(inches)= 20.469 Case 1-Minimum Distance to Edge of Roof: Phi=Angled Load-Horiz(kips)= 0.293 Pv1=Angled Load-Vertical(kips)= 4.991 Mr=Required Flexural Strength(Moment in in-kips)=Phi x h= 5.99 fb=Mr/Z(ksi)= 1.47 Fu/fb= 40.77 >1.00 (OK) fv=Required Shear Strength(ksi)=Phl/Ag= 0.079 Fu/fv= 758.55 >1.00 (OK) a1=Combined Stresses(ksi)=1/((fb/Fu)^2+(fv/Fu)^2)= 1657.40 >1.00 (OK) Case 2-Maximum Distance to Edge of Roof: Ph2=Angled Load-Horiz(kips)= 4.997 Pv2=Angled Load-Vertical(kips)= 0.164 Mr=Required Flexural strength(Moment in in-kips)=Ph2 x h= 102.29 fb=Mr/Z(ksi)= 25.13 Fu/fb= 2.39 >1.00 (OK) fv=Required Shear Strength(ksi)=Ph1/Ag= 1.351 Fu/fv= 44.42 >1.00 (OK) a1=Combined Stresses(ksi)=1/((fb/Fu)^2+(fv/Fu)^2)= 5.68 >1.00 (OK) Weld at Base of Pipe to Steel Base Plate,Beam,Etc. Electrode Type= E70 FEcx=Electrode Strength(ksi)= 70.000 w=Weld Size(in)= 0.3125 Rx=Min Weld Radius(in)=Max Pipe Radius= 2.000 Lw=Effective Weld Length(in)=2rt(Rx+w/2)= 13.55 wt=Effective Throat Thickness(in)=(w^2/2)^.5= 0.221 Aw=Effective Weld Area(in^2)=wt x Lw= 2.994 Rwx=Max Weld Radius(in)=Rx+w= 2.313 Rav=Average Radius(in)=(Rx+Rwx)/2= 2.156 lx=Moment of Inertia(in^3)=nRav^3 x w= 9.842 Sx=Section Modulus(inA3)=Ix/Rwx= 4.256 Case 1-Minimum Distance to Edge of Roof: M1=Moment(in-kips)=Phi x h= 5.990 fb=M1/Sx(ksi)= 1.407 fv=Ph1/Aw(ksi)= 0.098 al=(fv^2+fb^2)^.5(ksi)= 1.411 FEEx/al= 49.621 >1.00 (OK) Case 2-Maximum Distance to Edge of Roof: M2=Moment(in-kips)=Ph2 x h= 102.289 fb=M2/Sx(ksi)= 24.033 fv=Phi/Aw(ksi)= 1.669 a2=(fv^2+fb^2)^.5(ksi)= 24.091 FEEx/a2= 2.906 >1.00 (OK) Base Plate Material&Dimensions Select Base Plate Type= 2 Base Plate Material= ASTM A572 Gr 42 Fy=Yield Strength(ksi)= 42 Fu=Ultimate Strength(ksi)= 60 dp=Plate Thickness(inches)= 0.6250 bp=Plate Width Perpendicular to Direction of Load(inches)= 12.000 r ' ' Structural Calculations 6 Description Cal-S-18 Anchor bl=Plate Length Parallel to the Direction of Load(inches)= I 12.000 I Number of Base Plate Fasteners N=Total#of Base Plate Fasteners= 4 Base Plate Fastener Locations n1=#of Fasteners in First Row(Row Closest to Loaded Edge)= 2 in 1st row al=Distance from Edge to Row Closest to Loaded Edge= 1.625 inches n2=#of Fasteners in All Other Rows= 0 a2=(n1+n3)/2=Average Distance to All Other Rows= 6.000 inches n3=#of Fasteners in Last Row(Row Closest to Opposite Edge)= 2 in last row a3= 10.375 inches D=Dist Betw First and Last Row of Fasteners(in)=a3-al= 8.750 N=Number of Fasteners=N1+N2+N3= 4 Total Base Plate Bending Is Bearing Solid Under Entire Plate(1=Yes,2=No)? 1 dp=Plate Thickness(inches)= 0.6250 Fy=Yield Strength(ksi)= 42 Fu=Ultimate Strength(ksi)= 60 Ph=Design Horizontal Load(kips)=Max(Phi,Ph2)= 4.997 h=hi+h2=Total Height from Anchor Base to Tie-off(in)= 20.4688 Nt=E(ai)^2 x ni=F of Fast.'s in Ea.Row x Dist.from Edge of PI.(in)= 221 T1=Tension/Fastener in First Row(kips)_(Ph x h)x al/(2(ai)^2 x ni)= 0.754 T2=Avg Tens./Fast.in Other Rows(kips)=(Ph x h)x a2/(2(ai)^2 x ni)= 0.000 T3=Tension/Fastener in Last Row(kips)_(Ph x h)x a3/(E(ai)^2 x ni)= 4.812 Tm=Max Tension Among Multiple Fasteners(kips)=Max(T1,T2,T3)= 4.812 do=Outside Dia.(in)of Pipe(or Ring Bracket if a Bull Ring)= 4.000 dcr=Critical Dia.to Use for Calculations=0.95*do(in)= 3.8 L1=Distance From Pt.A to Opposite Edge of Plate(in)=(bp+dcr)/2= 7.9 L2=Distance From Pt.A to 1st Fastener(in)=(D-dcr)/2= 2.475 L3=Distance From Pt.A to Edge of Plate(in)=(bp-dcr)/2= 4.100 L4=Distance From Pt.A to Ctr of Comp.Forces(in)= 4.100 Y/2=1/2 the Width of Compressive Forces on Support(in)=L3-L4= 0.000 Y=Width of Compressive Forces on Support(in)=Min(2*(Y/2),L3)= 0.000 Q1=Force from 1st Row of Fasteners=n1*T1(kips)= 1.507 Q2=Avg Force/Fast.in Other Rows of Fasteners=n2/2*T2(kips)= 0.000 03=Force from 3rd Row of Fasteners=n3*T3(kips)= 9.623 Q=Force on Support=ni*T1+n2/2*T2+n3*T3(kips)= 11.130 L5=Half Distance from Edge of Pipe to Edge of Plate=L3/2= 2.05 Es=Eccentricity of Force from Support(in)=Min(L4,L5)= 2.05 Ms=Moment from Support=Q*Es(in.kips)= 22.817 El=Eccentricity of Force from First Row of Fasteners(in)=L2= 2.475 M1=Moment from First Row of Fasteners=Ql*E1(in.kips)= 3.730 Mpl=Max Plate Moment(kip-in)=Ms-M1= 19.087 Z =Plastic Modulus(in^3)=bp x dp^2/4(in^3)= 1.172 fb=Mpl/Z(ksi)= 16.3 Fy/fb= 2.57 >1.00(OK) r , Structural Calculations 7 Description Cal-S-18 Anchor Fastener-Information Type(1=A36 Threaded Rods,2=A307 Bolts,3=A108 Conc.Studs,4=18-8 SS Rods)= 1 d=Diameter of Fastener(in)= 0.500 Fnt=Nominal Tensile Strength for A36 threaded rod(ksi)= 43.50 Fnv=Nominal Shear Strength for A36 threaded rod(ksi)= 26.10 Ab=Bolt Area(inches^2)=rt(dA2)/4= 0.196 Fastener-Stresses(Multiple Fasteners) T=Tension per Fastener(kips)=Max(T1,12,T3)= 4.812 ft=Tensile Stress(ksi)=T/Ab= 24.505 Fnt/ft= 1.775 >1.00 (OK) V=Shear Per Fastener(kips)=Ph/N= 1.249 fv=Shear Stress(ksi)=V/Ab= 6.363 Fnv/fv= 4.102 >1.00 (OK) 1/(1/(Fnt/ft) +1/(Fvt/fv)]= 1.239 >1.00 (OK) Backer Plate-Info for Single Backer Plate Backer Plate Material= ASTM A36 Fy=Steel Backer Yield Strength(ksi)= 36 Fu=Steel Backer Plate Ultimate Strength(ksi)= 58 tb=Thickness of Backer Plate(in)= 0.375 bpb=Backer Plate Width(in)= 3.000 bpi=Backer Plate Length(in)= 3.000 Backer Plate Pull-Out at Wood-Blocking Shear n=#of Fasteners= 4 Tb=Wood Thickness at Backer Plate(inches)>= 10.000 Fv=Allowable Blocking Shear Stress(psi)= 150 A=Time Effect Factor= 1.00 4,=Resistance Factor= 0.75 Kf=Format Conversion Factor= 2.88 Fu=Ultimate Blocking Shear Stress(psi)=Fv x X x Kf= 432 Fy=Yield Blocking Shear Stress(psi)=¢x Fv x X x Kf= 324 Number of Backer Plates(A=1,B=1 Per Fastener if n>1)= B L=Length Perpendicular to Load(inches)of Backer Plate(or Washer)= 3.000 w=Width(inches)of Backer Plate(or Washer)= 3.000 P=Perimeter(inches)Per Backer Plate(or Washer)=2L+2w= 12.000 A=Area in Shear(inches^2)=Tb x P= 120.000 P=Max Fastener Tension(kips)=Max(T1,T2,T3)= 4.812 fv=Shear Stress(psi)=P/A= 40.1 Fy/fv= 8.081 >1.00(OK) 1 ' ` F GuARDIAN FALL . ..v , I- - • I\J ENGINEERED SERVICES GROUP _111T- 4, A division of Guardian Fall Protection vs "'ax fz a l Engineered Fall iim fl Protection Systems ' gg a ESG Closeout Packet Window Washing - — y y an- ENGINEERED LJ J4614-- SERVICES GROUP N= _ A. A Division 0 Guardian FaH Protection Z;u Z�" W WV1< Guardian Fall Protection has been manufacturing innovative fall protection equipment in Kent, srWashington since 1993. We offer a full product line of high quality fall protection gear available through 1 nationwide distribution partners and supported by numerous regional warehouses. I, E Our Engineered Services Group (ESG) has a provenContents track record of providing exceptional installation, training, and inspection services, as well as the ability to meet aggressive project deadlines. ESG tests, designs, certifies, manufactures, and supervises installations of standard and custom fall protection systems, all with the vision of being our customers' first choice. Our highly trained and experienced engineers, installers, and project managers work to ensure all systems meet or exceed the most stringent safety codes and regulations, and that workers are kept as safe as possible at all times. Thank you for choosing Guardian Fall Protection and ESG. Sincerely, Don Thompson, Director of ESG 0 0 1,... SystemOperationTableandof MaintenanceManual System Drawings 00 no so so System Data so go System Warranty o System Inspection and Recertification og to W Fall Protection and Rescue Plan N Contact Information 0 W og z Notes z W Ma-e c e i ENGINEERED WNo SERVICES GROUP ZWo W V1< Suspension System Operations Manual PRIOR TO USE, READ AND UNDERSTAND ALL SYSTEM OPERATION INSTRUCTIONS. Leti The United States and Canada require all suspension system work employ certified anchor points. Anchor points must be capable of supporting all required loads, and must be certified prior to any work being performed. When designing, installing, and operating a suspension system, always comply with all applicable local, state, and federal regulations, including OSHA and ANSI/IWCA. ESG and Guardian Fall Protection are available for consult in regards to the design and installation of a suspension system. Never attempt to install, repair, or modify any equipment without the express permission of ESG. DO NOT USE, and IMMEDIATELY contact an ESG representative, if system has been, or is suspected to be, compromised due to a fall, misuse, or defect. Please contact ESG for assistance. Certified suspension anchors are to be used for fall protection OR for suspended maintenance work. NEVER for simultaneous use in fall protection and suspended maintenance. NEVER interact with a suspension system for any purposes other than authorized use, or for routine system inspection and cleaning as specified by this operations manual. Understand the following definitions of key fall safety terms: Competent Person: A person who by way of training or expertise is knowledgeable of applicable standards, is capable of identifying workplace hazardous or dangerous conditions relating to the specific operation, is designated by the employer and has the authority to take appropriate actions a (IWCA I-14.1-2001, 2). Qualified Person: A person who, by possession of a recognized degree or certificate of professional standing or who, by extensive knowledge, training, and experience, has successfully demonstrated the ability to solve or resolve problems relating to the subject matter and work (IWCA I-14.1-2001, 2). Fall Arrest: An application where a worker is exposed to a fall hazard. When working in o _• Fall Arrest applications, a complete and compatible Personal Fall Arrest System (PFAS), which typically includes a full-body safety harness, shock absorbing lanyard, and compatible anchorage connector, MUST be used. Maximum free fall is 6 feet unless used with equipment certified for extended free fall. Unless explicitly stated otherwise, the worker capacity range is 130-310 lbs. (including equipment). Applicable harness connection: dorsal D-ring. u'oa 4ber ENGINEERED SERVICES GROUP I..LIAA AvisIon of Guardian rah Protevwt Z v1a o ZWo LLI VI< Restraint: An application where a worker is restrained from reaching the leading edge ® of a fall hazard. When working in Restraint applications, a complete and compatible PFAS MUST be used. No free fall is permitted. Unless explicitly stated otherwise, the worker capacity range is 130-310 lbs (including equipment). Restraint applications are nullified on surfaces with slopes greater than 4/12 (vertical/horizontal). Applicable harness connection: dorsal, chest, shoulder, and side D-rings. Suspension: An application where a worker is suspended over the side of the leading edge of the fall hazard. When working in suspension applications, a complete and compatible PFAS MUST be used in addition to an independent suspension system. No free fall is permitted. Unless explicitly stated otherwise, the worker capacity range is 130-310 lbs. (including equipment). Applicable harness connection: dorsal, shoulder, and side D-rings. Anchor Layout/System Design: Anchorages used for personal fall arrest systems shall be independent of anchorages used for a suspension system. No substitutions to the material or manufacturer's equipment is permitted. 1. Examine all applicable project drawings and identify all areas requiring suspended access, including, E but not limited to, windows, and building facade that needs access. 2. Determine if anchors will be used for rope descent, tie-backs for suspension equipment, fall protection, or a combination. Identify structural locations to which anchors may be attached. Verify all applicable structural features will support minimum load requirements of attached system. 3. Ensure all workers will be able to safely access anchor locations. Fall protection is required when a worker must travel within 6' of an unprotected edge. Suspended workers must not reach further than 6' in any direction measured from the plumb line of the suspension point on the bearing point on the building. Rapid descents, excessive swinging and c, sudden drops are prohibited. With worker perpendicular to leading edge of fall hazard, suspension lines may be a maximum 15° away from worker. a _V 9 W 0 CL t; =- LLI 2 0 2 Cecy.a 11.1.r- ENGINEERED Luo: SERVICES GROUP LLI,„4 A Oman of Guardian ran Noterhon z 8 i LP 5 i: ZE;i LLI Lon.4 Fall Protection Line (2) Anchor A LII.I Leading Edge Max 12' MAX Spacing 15° Drop Point aw\I IT da :1'7" 2'8" 4'0" 5'4'' 6'8" 8'0" 9'5" I /.- c:„...)Y 4111 Anchor 11 6' : < r Suspension Line 10' < ). 15' < r 20' 4 r 25' < r. 30' < r 35' -4 *- Work Zone A * 6' 6' I MAI d A hij ValiP I.D. hill .. " ESG recommends always suspending in-line ‘c; with your anchor point. However, it is permitted .,- °to suspend up to 15 off-center from anchor point, en . v.. 00 as shown in diagram below. --... a. 0 Safety Line o Tr * 0 liAtt .': 15"MAX vi w la" .., 15"MAX w . tri o • w ce Suspension Line w V ,T, attt v., { � r.=u DOE ENGINEERED LU a SERVICES GROUP Z � _ ao!visinn nt snartlmn vaivmteaion e„ ZWQ 1.1.14.,.E Minimum Load and Working Requirements litsir IWCA 9.1.1: Anchorages shall be capable of sustaining a 5,000 lb. (2,268 kg) minimum load or a 1 minimum 4-to-1 safety factor, whichever is greater, in any direction that a load may be applied. II IWCAN A 9.1.2: Anchorages, if used for more than one lifeline, shall have the load factor multiplied by each user. 1111 S-Anchor ultimate load: 5,000 lbs. Guardian S-Anchor acceptable proof load: 2,500 lbs. S-Anchor design load: 1,250 lbs. S-Anchor S-Anchor must be capable of resisting loads in all directions. System Inspection and Maintenance: Prior to each use, fully inspect the system for all damage, including, but not limited to, corrosion, rust, cracking, deformation, alteration, and missing or illegible labels. A Competent Person must inspect the system AT LEAST every 6 months per manufacturer's requirements. A Qualified Person must inspect the system AT LEAST ever 12 months. Refer to Competent Person Inspection Form for inspection checklist. E DO NOT use system if inspection indicates any damage. 1. Ensure all markings and labels are legible. 0 2. Check for exposure to forces of a fall. DO NOT use if system indicates any signs of deformation. 3 3. Inspect entire roof area for signs of damage, including, but not limited to, rot, decay, and corrosion. co 4. Inspect entire system for oxidation, rust, and corrosion. Mild oxidation may be cleaned from system. M sO szi 5. Ensure entire system is clean and free of all contaminants. 0 0 co 6. All window washing equipment and/or all PFAS equipment must be selected and deemed 0. compatible with Suspension System by a Competent Person. All window washing equipment must be & in compliance with all applicable ANSI/IWCA I-14.1 and OSHA regulations. All PEAS equipment must be to N in compliance with all applicable ANSI Z359 and OSHA regulations. W V_ 1Y W N O W od W a Z 664 co_z ENGINEERED LU R SERVICES GROUP �_ _ A division a'Guardian Fa®Pmt¢Ltwn zWV R u z�o W6 WV1¢ IWCA 8.1(a): All aspects of the installation shall be serviced and maintained in strict accordance with its manufacturer's frequency and instructions, and shall be further inspected, maintained, and tested in accordance with IWCA. IWCA 8.1 (b): Components that were originally required to be designed by a registered professional engineer, which show signs of wear or distress in the inspection process, shall be reviewed by a qualified person to determine whether testing is required as a supplement to the visual inspection process. If testing is deemed necessary, a registered professional engineer shall prescribe a test procedure and shall certify its results. IWCA 8.1 (c): Upon completion of the inspection and testing, a thorough description of findings and/or text results shall be entered into the equipment's logbook, signed, and dated. IWCA 9.1.9: Anchorages shall be inspected annually by a qualified person. Suspension System Use: A complete Personal Fall Arrest System (PFAS) is required for use with gm —,p—mg) suspension systems. A Competent Person must ensure adequate e i fall clearance exists. ,, All PFAS equipment must be selected and deemed compatible with the suspension system by a Competent Person. PFAS MUST utilize a ,IL full-body safety harness with dorsal D-ring certified for fall arrest applications. All connectors must be self-closing and self-locking, and � ► have gates certified for minimum loads of 3,600 lbs. Fall MAXIMUM allowable free fall is 6 feet unless all components of PFAS are clearance ;; explicitly certified for extended free fall, and sufficient fall clearance exists. 4 ,r Consider and minimize any existing and potential swing fall hazards. Swing falls significantly increase the clearance required to safely use I� the suspension system, and significantly increase the likelihood of serious injury or death in the event of a fall. Always work as close to sth directly in line with connection point as possible. System Activation: If at any point it is suspected that a suspension system may have been exposed to forces of fall arrest N or misuse, IMMEDIATELY flag system out for non-use and contact ESG to perform system inspection, and any necessary repair or recertification. The system MUST NOT be used if its integrity has been W compromised in any way, and ESG must be contacted IMMEDIATELY. T.n , .„ W a� ENGINEERED w�6 SERVICES GROUP Zv,4 _ 1 A ONE;en of 6Jdfllan fall Protenon big V� ZW W"` System Drawings AFollowing are the system drawings and layout information for the system designed by ESG. Ili System drawings include the user notes, project-specific anchor connection method, system dimensions and layout, and materials list. Please contact ESG with any questions regarding your system. NEVER attempt to self-service, modify, or repair suspension systems unless explicitly permitted by ESG. Use system drawings during development of fall protection and rescue plans to ensure maximum worker safety. Fall protection and rescue plans must be in place prior to work beginning, and must respectively function to identify and eliminate existing and potential hazards, or provide for the prompt and safe rescue of a fallen worker. U zr 1 ►I NX Pll 1 . I Li".)1( , , ,' -i . _ ► I j , is t 1 1 r ea--a. 7 di II ' F is j... \ 4,t/ I1 a e I o 'I WI'^f -NICATI 1�, ',CATION 3 �C l 1111111.4411 ' II \ -4 II� II I,I 1 •1I o co so , -< , � - Q - . -_ Ma`% co I 1.= a 0 ii P ENGINEERED SERVICES GROUP// (800) 466.6385 // www.guordianfall.corn ENGINEERED SERVICES GROUP \ s: , ' 4ber coN ii • .,\ V/ I,,, = or, tad • 11‘ . C ,‘ t0 ,C vi CD ric '.f. ,..,,....-' ncc 0 (D r C O r-PI 41 q >v+m o<c) nzm avm d mm 77370 Om oa o ENGINEERED wo7 SERVICES GROUP l.l1- _ 1 A Division of Guardian FA Protection Z al Zd' W"` ESG System Warranty lir- '' ESG, in relation to Guardian Fall Protection, expressly warrants to the end-user customer that all supplied fall protection systems are free from defect in material and workmanship at the time of VII material delivery. Guardian Fall Protection's obligation under this warranty is limited to new material supplyIn and the associated labor of product must immediatelysystem's replacement.be tagged This warrantyout for co is not transferabl ine and is limior ted to a period of 12 months from substantial completion. Please review Guardian's Warranty Limitations and Policies for a comprehensive detail of exclusions of coverage, proper procedures, and requirements for notification of warranty-related matters. Limitations of Warranty No other person or firm is authorized to assume or assign for Guardian Fall Protection any other liability in connection with the sale or use of Guardian products. Furthermore, this warranty is void as a result of (i) improper maintenance or neglect, (ii) unauthorized modification, (iii) use of the product outside of the product's specifications, or (iv) abuse or an incident not fall-related. All installed systems are intended for use only by owner-authorized personnel in the General Industry. Guardian requires that each system be tagged out for non-use until substantial completion of the project and the building/system has been turned over to the owner. If the installed system is intended to be used, with consent of the building owner, by personnel in the Construction Industry, the associat- ed company is fully responsible for training its employees in the proper use of the fall protection system as well as for any damage sustained to the system during its use. Please review Guardian Fall Protectionevent's Authorizedthat asmustthebe contacted.f al em such User Releasel Form protection documentingintegrity use in the Constructionnon-usem and Industry.a a representativethePolicies installed, has been promised is 3 suspected 8 toProcedures be the syst Guardian FALL RELATED INCIDENT: M so If a fall has occurred on the system, the following documentation must be provided to Guardian with no exceptions in the event of any claim covered by this warranty. aBi-Annual Inspection Log - All fall protection systems are required by E5G to be inspected on a & minimum basis of every six (6) months by a designated Competent Person in Fall Protection. This w inspection is designed to be a visual inspection of all components of the system and is encouraged to be done on a more frequent basis than required. These inspections are not a replacement for the N required inspection of personal fall protection equipment by the authorized person prior to each use per W OSHA 1926.502(d)(21), OSHA 1910.66 App. C, and ANSI Z359.1-2007 6.1.1. 0 W W v W pa "-' 4oaer ENGINEERED wSERVICES GROUP �a , n omision of cmrdian Fa vmfen'ian Z�� Wa W V'1a A log must be kept documenting at a minimum, but not limited to, the following: the assigned Competent Person, the date on which the system was last inspected, and the scope and findings of the inspection. Refer to ANSI Z359.1 and ANSI Z359.2 for additional information. liff4 OSHA 300, 300A, Er 301 Forms-A copy of these forms documenting the incident must be supplied to Guardian for review and record keeping. As a recordable incident, a fall must be entered onto these forms as an Incident Report within seven (7) calendar days of receiving information that a fall has occurred. Refer to OSHA 1904.29 for additional information. The forms may be found at: http://www.osha.gov/recordkeeping/new-osha300form1-1-04.pdf Upon receipt of all required documentation within thirty (30) calendar days of the date of the incident as shown on the OSHA 300, 300A, Er 301 Forms, Guardian will supply at no cost to the client replacement parts and all labor in order to take corrective action and certify the system as safe for use. If proper documentation is not able to be supplied within the requirements specified herein, the system will be declared to be out of warranty. At this time, a quote will promptly be supplied for all necessary replacement parts and associated labor costs. INCIDENTS NOT FALL-RELATED Guardian does not warrant any components of its supplied fall protection systems against any incidents other than a documented fall. All damage to the system caused by any action other than a fall is assumed to be the result of (i) improper maintenance or neglect, (ii) unauthorized modification, (iii) use of the product outside of the product's specifications, or (iv) abuse or an incident not fall-related. A quote will promptly be supplied for all necessary replacement parts and associated labor costs. Please contact Guardian Fall Protection's Engineered Services Group for all warranty related inquiries. Inspection and Recertification Standards so According to OSHA and ANSI, fall protection system inspection and recertification must be carried out in compliance with specific regulations. ANSI/IWCA details requirements for suspended maintenance systems. Please review the following information regarding the OSHA, ANSI, and IWCA regulations a relevant to ESG installation, inspection, and recertification of fall protection systems, as well as end user o responsibilities required to maintain system warranty. How do I keep my system compliant? - Perform all required inspections, keep system clean, always use complete and compatible PEAS in combination with system, and contact ESG with any questions and for any repair or maintenance needs. W Boa ENGINEERED Wes SERVICES GROUP W a 1 a o:v¢ion or cuam'ian vaB amteoion —V Z1 W V1� How do I maintain my system's warranty? -411 - Perform and log all required inspections and schedule yearly recertifications with ESG. Nearing the end of your warranty period, an ESG representative will be in contact regarding system recertification and warranty extension. IWCA 1.7: A written plan developed by the window cleaning contractor or qualified person shall be provided that will inform the building owner or their operating agents when windows to be cleaned are located in areas where workers may utilize suspended equipment or; where workers are exposed to falls and other known hazards or; where the public may be exposed to overhead equipment operations. The plan shall include among its conditions the identification of hazardous areas, drop zones, safety features, and areas requiring public protection. IWCA 4.1.1: All buildings where window cleaning is performed employ suspended equipment shall be equipped with roof anchorages or other approved devices which will provide the safe use of the equipment in conformance with the provisions of this standard. OSHA 1910/1926 Subpart M: These standards specify the requirement for end users to inspect personal fall arrest systems prior to each use for the presence of corrosive substances, wear, deterioration, or any other potential damage. If equipment is damaged or equipment functionality is reduced in any way, it must IMMEDIATELY be removed from service. ANSI Z359.1-2007/2359.6-2009: These standards specify the requirement for equipment to be inspected by the user prior to EVERY use, and by a Competent Person at a MINIMUM of once every year, or more frequently if required by the manufacturer. ESG inspection requirements are more stringent than those specified by ANSI; ESG requires Competent Person inspections of equipment AT LEAST once every six months, and Qualified Person inspections AT LEAST every 12 months. For any components not specifically addressed by manufacturer requirements, inspection must be carried out according to the specifications and frequency deemed necessary by the engineer designing the fall protection system. These standards specify the requirement that active fall protection systems must be thoroughly inspected by an engineer at a frequency set by the original designer of the system, but not to exceed five years. ESG requires system recertification be done at a MINIMUM of once per year to ensure the highest degree of worker safety. Recertification of fall protection systems must include a review of c original documentation prepared for the system at its installation for continued applicability. eg Included in the recertification process should be a consideration of any changes in exposure of the system to hazards or tasks not addressed at the time of installation, any changes in applicable safety regulations, and any feedback from Competent Persons with experience with the specific system. z iii ' 4:44r ENGINEERED SERVICES GROUP III A Uivu',an al Guardian Fall Protedien ZEu.; V5e ZW Wu, Competent Person Inspection Form: Competent Person inspection of fall protection system required AT LEAST every 6 months. Inspector Name: Date: Project Name: Location: General Approve Disapprove Not Applicable Observations Existing/noticeable hazards at site Inspection log available System operations manual available Anchorage Point Approve Disapprove Not Applicable Observations Markings legible Oxidation Condition of fasteners Condition of safety eye Deformation Other damage 0 E 0 Comments: 00 00 0 .10 00 a 0 m Inspector Signature: v ce • oa o LLJCGcea ENGINEERED Luo= 1 SERVICES GROUP A DP.iSoa of 6oardian Fall Prot&tion Z rw l Fla t_ j 3 353 Za5' LLI '` System Recertification: Sp, _., Suspension systems installed by ESG have a minimum one year parts and service warranty (see System Warranty page for more details). In order to extend system warranty, system must be recertified every Let4 year by a trained ESG representative. If system is not recertified then the system will be declared out of warranty and the system owner accepts all responsibility for system operation and functionality. The purpose of system recertification is to ensure that all components are working properly, and to confirm that the system is safe for use for a period of one additional year. With recertification, the system owner receives an extension of the system warranty for one additional year. If, during the recertification inspection process, any systems or components are deemed unsafe for use, they will be immediately tagged as such. If a system is tagged as unsafe for use due to a manufacturing defect that falls under the stated System Warranty, then the relevant components of that system will be replaced free of charge. In addition to recertification, the trained ESG representative will perform a one-hour end user training module that will include an overview of the correct adornment, maintenance, and inspection of fall protection equipment, and how to properly inspect the specific system. While on-site, the representative will evaluate the overall safety of the system and surrounding areas, and advise if any hazards exist that must be addressed in order to maximize worker safety. It is important to keep records of system recertification. For your convenience, please use the provided table to ensure your records are accurate. E o Recertification Date Inspector Name Recertification Date Inspector Name Installed: i,:3 Lo co M so so so Q O co v o To schedule fall protection system recertification, contact ESG at: cg N 1-800-466-6385 tz 0 6305 S. 231st St. www.guardianfall.com W Kent, WA 98032 W Z a Z W oa- LU 4.18r ENGINEERED LU A. SERRVICESan GROUP AZF L7> WLela Developing a Rescue Plan A complete fall protection plan, designed by a Competent Person, is required prior to any work beginning. A rescue plan is an integral component of the fall protection plan. All employees who may be exposed to hazards must understand and be trained in said rescue plan. OSHA 1926.502 (d)(20): The employer shall provide for prompt rescue of employees in the event of a fall or shall assure that employees are able to rescue themselves. All rescue plans must ensure the safety of the rescuer(s). Rescue may occur in two ways: Self Rescue: A worker can employ components of their fall protection system or other equipment (must be accessible post-fall) to independently remove themselves from exposure to hazards. Self rescue will not be possible if a worker is unconscious or injured. Aided Rescue: Occurs when a fallen worker is unable to rescue themselves. Aided rescue must occur promptly, meaning that the fallen worker must be recovered as quickly as possible without posing risks to the rescuer(s). Aided rescue may involve additional rescue equipment, such as mechanized hoists/lifts, or equipment specially designed for worker rescue. If such equipment is included as a component of a rescue plan, its accessibility, maintenance, and application must be addressed prior to work beginning. Employee Responsibilities: Authorized User: A standard worker. Must be trained in the safe and proper use of fall protection equipment, understand how to identify existing hazards, and take responsibility for reporting unsafe conditions. Authorized Users are not permitted to perform rescues unless specifically trained to do so. 0 Authorized Rescuer: A standard worker who has received rescue training from a Competent Person, as well as site-specific and job-specific rescue training. Understands how to recognize hazards, control and eliminate hazards, write fall protection and rescue plans, and inspect equipment. Must also receive ongoing training as necessary. Permitted to perform rescue in compliance with the rescue plan written by the jobsite Competent Person. Competent Person Rescuer: A Competent Person who has received rescue training from a Competent Person Trainer. Trained in the use of equipment and systems used in locations where rescue may be required. Knowledgeable in the most current fall protection and rescue safety regulations. Skilled and a. experienced in recognizing and eliminating existing and potential fall hazards, developing and implementing fall protection and rescue plans based on site-specific hazards, the detailed inspection of equipment, and identifying compatibility of non-certified anchorages. Permitted to supervise and perform rescues, and to ensure compliance with site-specific rescue plan. If fall protection equipment is subjected to forces of Fall Arrest, it must be IMMEDIATELY removed from service and destroyed or clearly marked as unsafe for use. W 4� o=d ENGINEERED ecceA SERVICES GROUP LL1,1b ` AOlvlslan of Co&d.n fop Pras�fnn V5 A Wma Fall Protection Plan Company Name: Date: LitSite Address: Note: "Walking/working surface" is defined as any area of dimensions of 45" or greater in all directions, through which workers pass or conduct work. Identify all fall hazards 6' or more above the ground or the next lowest working level (check all that apply): Walking/working surfaces with unprotected sides (i.e. roofs, open-sided floors). Open-sided ramps/runways/platforms. Floor openings. Wall openings (i.e. windows, unfinished doorways). - Skylights. - Trenches. Surfaces not meeting definition of a walking/working surface (i.e. top plate). Note: Low Slope Roof (LSO) has slope of 4/12 (vertical/horizontal) or less. Methods of fall protection to be used ("LSO" indicates "for Low Slopes Only"): - Guardrail system. — Personal fall arrest system. Warning line (LSO). Personal fall restraint system. - Warning line w/safety monitor (LSO). — Positioning device system. a - Catch platform. — Covers (for floor holes and openings). Safety net. Horizontal lifelines. 3 - System appropriate anchor. Vertical lifeline and fall arrester. Other methods of fall protection selected and implemented (if necessary): - Boom lift. — Scaffold w/guardrail. - Scissor lift. Other: co Describe procedures for assembly, maintenance, inspection, installation, and disassembly of fall O. protection system to be used: 0 v 0 Cg W coa- 'i'o= :1 ENGINEERED �� SERVICES GROUP ADivisiuo of Guardian faM Protetlian �v z�,; 0>e wIJ1< Describe procedures for handling, storing, and securing tools, equipment, and materials: Describe methods of overhead protection for workers: Describe rescue plan for safe and prompt recovery of fallen or injured workers: Describe the methods used to train and make workers aware of the fall protection and rescue plans: lr Name(s) and title(s) of person(s) who conducted training: Additional notes/plan details: 0 0 N 1Y VCC CC O CC , oa e = W o ENGINEERED W; SERVICES GROUP Ili q A'Jivizion o!Guarzian Fa®PnN[tion Zv5 109 Z w LLJtf a 5' -44 Contact Information Please see the following contact information for ESG employees and offices: If Phone: Address: Website: 1-800-466-6385 (office) 6305 5. 231st St. www.guardianfall.com 1-800-670-7892 (fax) Kent, WA 98032 Operations Don Thompson Sonja Last Director of ESG Project Manager 419-937-7274 (cell) 800-466-6385 ext 148 (office) Don.Thompson@puresafetygroup.com 253-266-8333 (cell) Sonja.last@puresafetygroup.com Engineering Stephanie Campagna-DuPuy Project Estimator 800-466-6385 ext 142 (office) 360-471-7038 (cell) Stephanie.DePuy@puresafetygroup.com b Kevin Marroquin-Reyes Frank Fonseca Design Engineer Design Engineer 3 800-466-6385 ext 143 (office) 800-466-6385 ext 128 (office) Kevin.MarroquinReyes@puresafetygroup.com Frank.Fonseca@puresafetygroup.com M Q O O co a 0 0 m w N W IJ W N O W W W Z Z W ENGINEERED SERVICES GROUP//(800) 466.6385//www.guordionfoll.com � ENGINEERED SERVICES GROUP A On,inn of Guardian Fall Protection .. T 0 0 0 C ro 0 Ft; ro O1 of V1 r-t VI d ro l0 r-F O -' 1 ro VT ro N d 0 v+m cC) 2.0 m GUARDIAN FALL PROTECTION Monday 5/16/2016 Guardian Fall Protection (henceforth referred to as GFP) expressly warrants to the purchaser that all GFP products are free from defect in material and workmanship at the time of shipment. This warranty only covers defects in material and workmanship (those resulting from product design and/or manufacture); it does not cover conditions resulting from normal wear and tear, neglect, abuse, or accident. GFP's obligation under this warranty applies for the lifetime of the product, and is limited to the replacement of product only. This warranty is not transferable to any other GFP service, and does not apply to product that is resold after having been put into service. No other person or firm is authorized to assume or assign for GFP any other liability in connection with the sale or use of GFP products. Furthermore, this warranty is void if any product is changed or altered in any way, or if the product is used in a manner other than for which it is intended. All returns to GFP must have a return authorization that is obtained from the GFP Customer Service department. All returns must be shipped prepaid. Contact the Customer Service Department at 1-800-466-6385. GFP shall not be liable for any punitive or consequential damages of any nature, including loss of profits, loss of revenues, loss of productivity, or delay of project, under any form of liability, including contract, warranty, negligence, wrongful act, or other legal or equal liability. Always refer to your company-specific policies, and refer to state and federal regulations pertaining to the proper use of fall protection equipment. Thank you, Bradley Dillon VP of Product £r Business Development BradleyD@guardianfall.com 800-466-6385 ext. 152 PHONE:1.800.466.6385 FAX:1.800.670.7892 ADDRESS:6305 SOUTH 231STSTREET KENT,WA 98032