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Report (9) P&C Construction Project: 19001 19001 -Art Rutkin Elementary School 2133 NW York St �` 6960 SW Sandburg Street Portland,Oregon 97210-2108 !�,- _„ /✓� Tigard,Oregon 97223 P:503.665.0165 �/ �i tonstrutfion G'/(„'/rl2/2 6 Submittal #074113-074113-009.1 - Fall Protection/ Deferred Submittal 074113 - Metal Roof Panels Revision 1 Submittal Manager Zach Hunt(P&C Construction) Status Open Date Created Feb 24,2022 Issue Date Feb 24,2022 Spec Section 074113-Metal Roof Panels Responsible Interstate Sheet Metal Received From Terry Sumpter(Interstate Sheet Metal) Contractor Received Date Submit By Final Due Date Feb 21,2022 Lead Time RECEIVED Cost Code MAR 2 9 2022 Location Type CITY OF TIGARD eBuilder Submittal 237 BUILDING DIVISION Number Approvers Art-Rutkin-Bora(Bora Architects),Zach Hunt(P&C Construction) Ball in Court Art-Rutkin-Bora(Bora Architects),Zach Hunt(P&C Construction) Distribution Kyle Sutherland(P&C Construction),Terry Sumpter(Interstate Sheet Metal),Jared Steagall(P&C Construction),Randy Peterson (P&C Construction),Zach Hunt(P&C Construction),Thomas Augee(P&C Construction) Description CHANGED PAGES MISSING ENGINEERS STAMP Submittal Workflow Name Sent Date Due Date Returned Date Response Attachments General Information Attachments Art-Rutkin-Bora Feb 21,2022 Pending Zach Hunt Feb 21,2022 Pending BORA ARCHITECTS,INC. ®REVIEWED ❑MAKE CORRECTIONS NOTED Reviewed for Conformance With ❑REJECTED ❑REVISE AND RESUBMIT Design Concept THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN By: CONCEPT, CRITERIA, AND INFORMATION GIVEN IN THE CONSTRUCTION / DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THIS SUBMITTAL u�CaG DURING THIS REVIEW DO NOT RELEASE THE CONTRACTOR OR THEIR AGENTS FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND ADD SPECIFICATIONS.REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. THE CONTRACTOR AND 02/24/2022 THEIR AGENTS ARE RESPONSIBLE FOR: DIMENSIONS TO BE CONFIRMED AND No Exceptions Taken ❑ CORRELATED AT THE JOBSITE; ADHERENCE TO APPLICABLE CODES AND Make Corrections Noted ® STANDARDS; INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND Nonconforming-Resubmit 0 PROCEDURES OF CONSTRUCTION;COORDINATING THE WORK WITH ALL OTHER TRADES;AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. Phone:503-226.1575 02/24/2022 SSS DATE CATENA CONSULTING ENGINEERS BY P&C Construction Page 1 of 1 Printed On: Feb 24,2022 10:07 AM PST 1/01( Interstate Sheet Metal Inc. 8314 NE 239th St., Battle Ground, WA 98604 Phone: 360-687-0240 Fax: 360-687-0250 phoganism@aol.com aol.com giq/ZdZZ Jared Steagall C/O P&C Construction 2133 NW York Street Portland, OR 97210 Re: Art Rutkin Elementary School Spec 074113 Metal Roof Panels - Fall Protection DE R. S3rrMt1`T AL Attached submittals for above spec section including: Para 1.3- ACTION SUBMITTALS A. Product Data - Included B. Sustainable Design Submittals - N/A C. Shop Drawings - Included D. Samples - N/A Para 1.4- Informational Submittals A. Qualification Data - Included B. Product test Reports C. Sample Warranties - N/A Para 1.5- Closeout Submittals A. Maintenance Data - Included . For your immediate approval. Sincerely, .----r , 0,, Phil Hogan Cell: 360-521-3621 Structural Calculations Cs [ 564' M 14 L C13 ` R,404k'61 Project (ART RUTKIN ELEMETARY SCHOOL _ _ I t 4 F- City 'TIGARD� State! OR ~l Reference Plans Date 21 10/04 / ,� Project No.and Phase: 21001-F179 Reference Plans Prepared By RWG 1 Calculations Prepared By' Si I SWSG,PC 607 Herndon Parkway;Herndon, VA 20170 703-471-6803 PE Seal* .sotED PROps.s (4' V- INEF4 spy 81935PE OREGOf�I 1- FpT 00 � �<< 9 P ARD SN EXPIRES: 06-30-2022 Date of PE Seal: 10/20/21 Scope: ATTENTION:THE ABILITY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS TRANSFERRED FROM THE ANCHOR ATTACHMENT SURFACE HAS NOT BEEN VERIFIED BY GFP's SPECIALTY ENGINEER.THIS SHALL BE VERIFIED SEPARATELY BY THE ENGINEER OF RECORD FOR THE BUILDING STRUCTURE;BY A LICENSED PROFESSIONAL ENGINEER HIRED BY THE BUILDING OWNER;OR IF HIRED, BY GFP's SPECIALTY ENGINEER. GFP'S SPECIALTY ENGINEER HAS VERIFIED THAT THE FALL ANCHOR CONNECTIONS WILL NOT FAIL IN PULL-OUT,SHEAR, NOR COMBINED SHEAR AND PULL- OUT DURING A FALL ARREST EVENT. 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 10/20/21 Original submission 1-8 *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: !ADJUSTABLE STANDING SEAM ANCHOR Calculations Prepared By: Si Description: ADJUSTABLE SSMR ANCHOR .r.:,t. ::f),': L • x , '''•:: :‘,4:--.';ttE-. . --L...l.....),- .....4 v,....- . ..,, ‘,.'.••:.:i...%.,...!. -- _ - - - - 4isa. c— ADJUSTABLE STANDING SEAM ANCHOR l_' Structural Calculations 3 Description ADJUSTABLE SSMR ANCHOR Loads P=Design Load(kips)= 5.000 h1=Height from Anchor Base to Top of Large Tie-Off Bar(in)= 1.938 h2=Height of Add-On Post(in)= 3.438 h3=Max Height of Tie-Off(in)= 3.781 h=hl+h2+h3=Total Height from Anchor Base to Tie-Off(in)= 9.156 de=Minimum Distance to Edge of Roof(ft)= 6.3 de=Maximum Distance to Edge of Roof(ft)= [ 38 81=Potential Angle(degrees)=tan-1(h/de)= 6.906 Phl=Horizontal Load(kips)= 4.964 Pv1=Vertical Load(kips)= 0.601 82=Potential Angle(degrees)=tan-1(h/de)= 1.150 Ph2=Horizontal Load(kips)= 4.999 Pv2=Vertical Load(kips)= 0.100 Ph=Design Horizontal Load(kips)=Max(Phl,Ph2)= 4.999 Pv=Design Vertical Load(kips)=Max(Pv1,Pv2)= 0.601 Tie Off Tab , , -€,..\\•\:\ A U vaEW G-0 SCALE • =+ 1 L E E 901E:.......atf0/:5.ta•.Et Vat,Mitt GU Net Structural Calculations 4 Description ADJUSTABLE SSMR ANCHOR Tab Material= 304 SS tt=Tab Thickness(inches)= 0.250 wt=Tab Width(inches)Adjacent to Large Hole= 0.485 wb=Base Width(inches)Adjacent to Small Hole= 0.3125 Critical Shear Area(inches62)=As=tt x wt= 0.121 Critical Tension Area(inchesA2)=At=2 x wb x tt= 0.156 Tension(ksi)=ft=Ph/At= 31.994 Shear(ksi)=fv=Ph/A 41.229 Yield Strength(ksi)=Fy= 31.200 Ultimate Stress=Fu= 73.200 0.6 x Fu= 43.920 Factor of Safety for tension(FSt)=Fu/ft= 2.288 >1.00 (OK) (.6 x Fu)/fv= 1.065 >1.00 (OK) Tie Off Tab Connection Bolt Material= 8-18 SS db=Bolt Diameter(in)= 0.625 Ab=Bolt Area(in42)= n x db^2/4= 0.307 fv=Shear(ksi)=Ph/Ab= 16.294 Fu= Bolt Ultimate Strength(ksi)= 75 Fully= 4.603 >1.00 (OK) Bolted Connection of Custom Extension Post to Large Tie Off Bar ■ #of Bolts= 1.000 Db=Bolt Diameter(inches)= 0.630 D=Width of M16 Nut(inches)= 1.063 Ow=Diameter of Washer or Extension Post(in)= 2.000 Bolt Material(A307,A325,A490,SS 304,etc)= SS 304 hcep=h2+h3= 7.219 Frb=Bolt Yield Strength(ksi)= 31.200 Fob=Bolt Ultimate Strength(ksi)= 73.200 Ab=Area of the bolt(in42)=n Db^2/4= 0.312 F,b=Ultimate design shear strength,thread included(ksi)= 47.580 F,b=Ultimate design tensile strength(ksi)=Fub= 73.200 Mtb=Bending moment at bolt location(kip-in)=Max(Phi,Ph2)x hcep= 36.086 Tie Off Bar Material= 6061 Alum dp=Plate Thickness(inches)= 0.375 bp=Plate Width(inches)= 3.000 bs=Slot width(inches)= 0.438 Fu=Ultimate Strength(ksi)= 45.000 Stf=Section Modulus of Large Tie off Bar=bp x dp^2/4(in^3)= 0.105 Mtf=Max Moment Can Be Devoped in the Large Tie Off Bar=Fu Stf= 4.75 Mmax=Max Moment at this connection=Min(2Mtf,Mtb)= 9.49 Tmax=Bolt Tension due to prying action(kips)=Mmax/(0.9 x Dw x 0.5)= 10.547 =Tensile strength of the bolt(kips)=F,,b x Ab= 22.813 Tu/Tmax= 2.163 >1.00 (OK) fvb =Shear stress in the bolt(ksi)=Max(Phi,Ph2)/Ab= 16.041 Fvh/f b= 2.966 >1.00 (OK) Fv =Allowable Tensile Stress when combining tension&shear(ksi)= 70.482 Structural Calculations 5 Description ADJUSTABLE SSMR ANCHOR T, =Tensile Strength when Combined Shear&Tension (kips)= 21.966 T /T = 2.083 >1.00 (OK) Large Tie Off Bar Information Tie Off Bar Material= 6061 Alum dp=Plate Thickness(inches)= 0.375 bp=Plate Width(inches)= 3.000 bs=Slot width(inches)= 0.438 Fu=Ultimate Strength(ksi)= 45.000 Tie bar is not sized to resist torsion from Ph x h.Tie bar is not sized to resist bending moment PH x L/4.Tie bar is designed to rotate when subject to force P and act as a tension member. Check tie bar for tension. Tension of Large Tie Off Bar At=Effective Tensile Area=(bp-bs)x dp= 0.961 ft=Strap Tension Stress(ksi)=P/At= 5.203 Fu/ft= 8.648 >1.00 (OK) Shear of Large Tie Off Bar Tie Off Bar Material= 6061 Alum dp=Plate Thickness(inches)= 0.375 bp=Plate Width(inches)= 3.000 bs=Slot width(inches)= 0.438 Fu=Ultimate Strength(ksi)= 45.000 At=Effective Shear Area=(bp-bs)/2 x dp= 0.480 fv=Strap Tension Stress(ksi)=P/At= 10.407 Fu/fv = 4.324 >1.00 (OK) Tension and Shear of Bolts(from Large Tie Off Bar to Seam Bar)-Load Parallel Ph al a2 a7 8 s=Spacing of Standing Seams(in)= I-- 18.000 1 Lto=Length of Tie-Off Bar(in)= I 28.000 db=Bolt Diameter(in)= 0.394 Ab=Bolt Area(in^2)= n x dbA2/4= 0.122 Fu= Bolt Ultimate Strength(ksi)= 75 Fuv=Ultimate Bolt Shear Capacity(kips)= 9.130 Fut=Ultimate Bolt Pull-Out Capacity(kips)= 9.130 al(inches)= 4.375 n1=#of bolts in Row 1= 1 a2(inches)= 10.625 n2=#of bolts in Row 2= 1 a7(inches)= 22.375 n7=#of bolts in Row 3= 1 a8(inches)= 23.625 n8=#of bolts in Row 4= 1 N=Total#of Bolts= 4 V=Shear Per Bolt(kips)=2 Ph/N= 2.499 FS=Factor of Safety= Fuv/V= 3.653 >1.00 (OK) Structural Calculations 6 Description (ADJUSTABLE SSMR ANCHOR T=Tension Per Bolt(kips).(Ph x h)/(Eai x ni)= 0.750 Fut/T= 12.168 >1.00 (OK) 1/(T/Fut+V/Fuv)= 2.809 >1.00 (OK) Slip Resistance of Bolts //=Mean slip coefficient= 0.300 D=Slip probability factor= 1.130 hsc=Hole factor for long-slotted hole= 0.700 D equal to 1.13 reflects the ratio of the mean installed bolt pretension to the specified minimum bolt pretension.This factor accounts for the fact that the calculations are performed at the factored load level despite the fact that slip is prevented at the service load level when the resistance factor is taken as 1.0(RCSC,2004). Tm=Specified min bolt pretension(kips)=0.7 x Ab x Fu= 6.391 Nb=Number of bolts in the joint= 4 Ra=Ultimate slip resistance(kips)=µ x D x hsc x Tm x Nb 6.066 Ra/Ph= 1.214 >1.00 (OK) Tension and Shear of Bolts(from Large lie Off Bar to Seam Bar)-Load Transverse Ph al O db=Bolt Diameter(in)= 0.394 Ab=Bolt Area(in^2)= n x db^2/4= 0.122 Fu= Bolt Ultimate Strength(ksi)= 75.000 Fuv=Ultimate Bolt Shear Capacity(kips)= 9.130 Fut=Ultimate Bolt Pull-Out Capacity(kips)= 9.130 al(inches)= 1.500 nl=#of bolts in Row 1= 4 a2(inches)= 0.000 n2=#of bolts in Row 2= 0 a7(inches)= 0.000 n7=#of bolts in Row 3= 0 a8(inches)= 0.000 n8=#of bolts in Row 4= 0 •.€ R#£}a.�rawme„y.. . _ _ ._. aid>ana3e..�-saa^,-suuwawvratita �B•'�d K2 .-i, ,. .,:, ..: .. ,,.,, ,.; ,... .. ,. Structural Calculations 7 Description ADJUSTABLE SSMR ANCHOR N=Total tl of Bolts= 4 V=Shear Per Bolt(kips)=Ph/N= 1.250 Fuv/V= 7.306 >1.00 (OK) T=Tension Per Bolt(kips)=(Ph x h)/(Zai x ni)= 7.629 Fut/T= 1.197 >1.00 (OK) 1/(T/Fut+V/Fuv)= 1.028 >1.00 (OK) Seam Bar Information Seam Bar Material= 6061 Alum dp=Plate Thickness(inches)= 0.375 bp=Plate Width(inches)= 2.000 Db=Hole Diameter(inches). 0.400 G=Distance btwn two holes under tie-off bars 1.250 Fu=Ultimate Strength(ksi)= 45.000 At=Effective Shear Area at B2 or B3=(bp-Db)x dp= 0.600 fv=Seam Bar Shear Stress(ksi)=(P/2)/At/2 Seam Bars= 8.333 Fu/fv = 5.400 >1.00 (OK) Bending of Seam Bar-Load Parallel to Tie-Off Bar 0 b4 0 b3 i • 0.5Ph 62 o 0 bi, -- bl=Length of Seam Bar(in)= 14.000 J bl(inches)= 0.625 b2(inches)= 3.375 b3(inches)= 10.625 b4(inches)= 13.375 Zx=Plastic sectional modulus for strong axis= dpxbpA2/4-2xDbxbpxG/2= 0.188 Ls=Span length of seam bar for bending=b3-b2(in)= 7.250 Mx=Bending moment in seam bar pinned both ends=0.5Phxls/4(kip-in)= 4.530 fbx=Mx/Zx(ksi)= 24.162 Fu/fbx= 1.862 >1.00 (OK) Bending of Seam Bar-Load Transverse to Tie-Off Bar O b4 _ o b3 b2T 0.5Phx(h2+h3) o Ph s. b1— Ph P O fl h, Structural Calculations 8 Description ADJUSTABLE SSMR ANCHOR h'=Height from tie-off point to top of large tie-off bar=h2+h3(in)= 7.219 Ph(kip)= 4.999 Ls=total distance between two supports(in)= 7.250 D=Dist betw.2 opp.load couple forces,i.e.width of pl.washer(in)= 3.000 f1=Moment arm reduction factor due to deformation of tie-off bar= 0.707 P=Force=fl x Ph x h'/2D(kip)= 4.252 R=Reaction at the end=PxD/Ls(kip) = 1.760 MO=R x(Ls-D)/2(kip-in)= 3.739 f2=Mom.reduction factor due to partial fixity by addl S5 connectors= 0.835 My=Adjusted weak axis bending moment=f2 x MO(kip-in)= 3.122 Z=Plastic Sectional Modulus(in^3)=bp x dp"2/4(in43)= 0.0703 fby=Stress in seam bar due to bending=My/Z= 44.403 Fu/fbx= 1.013 >1.00 (OK) 5-5 Gip Connection to Metal Deck bl 0112I1111.1111111/I1111■ fli r- ,� : 1 L-r-�. a ■■I■i��■e•i . i T'! r e clarify number and 4 d A' bw X d X I.: 11;ons of roof clips r quire:I gat ncI=Number of Clip Locations= ✓� o. i,fall protection anchor4 (1 iq n=Number of Clips at each Location= 2 _ nt=Total Number of Clips=ncl x n= 8 Wrn-f 8 e A Pear � & L d=Distance(in)from End of Small Tie Bar to Ctr of Clips= 3.000 P �'t 1 C t=Metal Deck Gauge= 24.000 cl-t AT EA L t=Metal Deck Thickness(in)= 0.0283 P? r€'c_ .t, , bl=Length of Seam Bar(in)= a 14.000 t`� s=Spacing of Standing Seams(in)= 18.000 Lox.A-sri 4. _ bw=bl-2xd(in)= 8.000 `��l Fu=Metal Deck Ultimate Stress(ksi)= 45.000 A T Blue response is assumed to be / S-5 ANCHOR by fall protection engineer. GC to V coordinate clip locations with fall protection locations indicated in 4 1- f _ ._ .. _ .- ... _' this submittal. See section 074113-3.6-H. 0 0 3/4" i' Min Bora 2/24/2022 L=2sheetsx(2x3/4+2)= 7.000 A=Area(in"2)=t x l= 0.198 e=Min(bw,s)(in)= 8.000 T=Tension onS-5(kips)=[Phxh/el/(2xn)= 0.591 ft=Applied Stress(ksi)=T/A= 2.982 Fu/ft= 15.091 >1.00 (OK) V=Shear Load per Clip(kips)=P/nt= 0.625 fv=Shear Stress(ksi)=V/A= 3.155 Fu/fv= 14.263 >1.00 (OK) o(ksi)=(fb42+fv^2)".5= 4.341 Fu/o= 10.366 >1.00 (OK) 11111111 6qc r< G E7j - (.C: �3 - 1 'i;q tlCln 5 0-.4JE i ricATiu Project: Art Rutkin Elementary School Date: 10/21/2021 Inquiry Interstate Sheet Metal INC Certified Installer for Guardian Fall Protection Products. Answer Guardian Fall Protection acknowledges that Interstate Sheet Metal INC is certified to install Guardian anchor products per the manufacturer's instructions. Thank you for your inquiry, please contact us if you have any questions. Francisco Fonseca Sonja Last Project Manager Project Manager Frank.Fonseca a(�quardianfall.com Sonia.last(cr7quardianfall.com 1.800.466.6385 ext. 128 1.800.466.6385 ext. 148 Interstate Sheet Metal Inc. r*�M 8314 NE 239'1'St.,Battle Ground,WA 98604 Phone:360-687-0240 Fax:360-687-0250 phoganism@aol.com Spec#074113 - metal Roof Panels (Fall Protection) 1.6/A - Installer Qualifications Installer/Fabricator Qualifications Oct, 2021 Re: Interstate Sheet Metal Installer/Fabricator Qualifications To Whom It May Concern, Interstate Sheet Metal has over 32 years experience, complying with SMACNA's Sheet Metal flashing and Trim standards. We have worked in all 10 western states on large schools, military, and state park projects. With over a million square feet installed, 500+jobs completed working with companies like: Fall Protection; Guardian, Honeywell-Miller WRB Systems; Soprema, Henry,VaporShield,3M, Grace. Metal Panel Systems; Metposite, Phoenix panels, North Clad Rainscreen Solutions Inc., Custom Metal Contracting Ltd, Longboard Facades. Metal Roof+Siding Systems;AEP Span,Taylor Metals, Bryer Company, King Span, Metal Sales, Metl- Span,Morin Co. Acoustical Siding Systems; Seattle Sound and Vibration Inc. Fiber Cement Systems;American Fiber Cement Co , Swiss Pearl,James Hardie Building Products Inc. Louver Systems; Ruskin,Airline Louvers,Air Reps,Airolite, Greenheck Fan Corporation,and Dorse. Thermal Furring Systems;Advanced Architectural Products, ISO Clip, Cascadia Clip,Knight Wall Systems. Snow Guard Systems;S-5 Metal Roof Innovations, Sno Gem. Thermal Insulation Products; Rockwool,Owens Corning, Dow, Hunter,Johns Manville. Wood Panel Systems; reSAWN Timber Co. Sealant Products;Dow Corning Corp.,Tremco, Bostik,Sika, Pecora Corp. General Contractors;Absher Construction, Dalke Construction, Emerick Construction, Fortis Construction, Lydig Construction, P+C Construction, Pence Construction, Petra General Contractors, Robinson Construction,Skanska USA Building Inc.,Walsh Group, Hoffman Corp.,Woodburn Construction. ISM's installation Field Supervisor, Foreman and Fabrication Foreman have over 20 years experience with construction details, material descriptions, dimensions of individual components and profiles, and finishes. ISM employs skilled workers with a record of successful in-service performance. For your immediate approval. Sincerely, Phil Hogan Project Manager Cell: 360-521-3621 " Interstate Sheet Metal Inc. ISM c8314 NE 2390,St.,Battle Ground,WA 98604 Phone:360.687-0240 Fax:360-687-0250 PROJECT REFERENCE SHEET--ALL SHEETMETAL ROOFING OR SIDING LYDIG CONSTRUCTION PROJECTS: SKANSKA USA BUILDING INC.PROJECTS: ABSHER CONSTRUCTION PROJECTS: Kieran Watford:KWatford@tydig.com Kristen Fallin:kristen.fallin@skanska.com Josh Beloit:josh.beloit@absherco.com 2018:ELLA BAKER ELEMENTARY SCHOOL 2020:MILWAUKIE HIGH SCHOOL 2020:AUBURN ELEMENTARY SCHOOL Redmond,WA Milwaukie,OR Auburn,WA Contract:$1,804,497 Contract:$1,C175,433 Contract:$2,369,000 Start&Completion:12/16/17-9/1/18 - Start&Completion:6/1/2019-5/17/20 Start&Completion:11/18/19-9/5/20 2016:SPU NORTH TRANSFER STATION 2018:WILKES ELEMENTARY SCHOOL 2017:WILSON HIGH SCHOOL, REBUILD,Seattle,WA Portland,OR Tacoma,WA Contract:$1,006,136 Contract:$1,505,676 Contract:$833,791 Start&Completion:10/19/15-10/29/16 Start&Completion:10/15/17-10/20/18 Start&Completion:5/16/16-6/30/17 2013:BOW LAKE RECYCLING&TRANSFER 2018:FAIRVIEW ELEMENTARY SCHOOL 2005:MT VIEW HIGH SCHOOL STATION,Tukwilla,WA Portland,OR Auburn,WA Contract:$1,010,719 Contract:$1,160,;273 Contract:$1,196,000 Start&Completion:8/1/11-8/7/13 Start&Completion:10/1/17-9/8/18 Start&Completion:3/8/04-9/23/05 2007:MT RAINIER HIGH SCHOOL 2009:SHERWOOD ELEM&MIDDLE SCHOOL 2004:GRAY ARMY AIRFIELD/USARC/OMS Des Moines,WA Sherwood,OR FT.Lewis,WA Contract:$2,416,436 Contract:$852,995 Contract:$936,277 Start&Completion:7/22/06-7/21/07 Start&Completion:8/30/08-3/7/09 Start&Completion:2/10/03-3/15/04 ROBINSON CONSTRUCTION PROJECTS:Rob Porter-rporter@robcon.com 2020:MARTIN LUTHER KING ELEMENTARY 2020:ITECH PREPARATORY 2019:BEATRICE MORROW CANADY ELEM. Vancouver,WA Vancouver,WA Clackamas,OR Contract:$1,034,280 Contract:$1,132,302 Contract:$1,442,995 Start&Completion:11/19/19-9/5/20 Start&Completion:4/18/19-3/5/20 Start&Completion:11/20/18-9/19/19 WASHINGTON MILITARY DEPT PROJECTS:Contact:Ron Cross:Ron.Cross@mil.wa.gov 2019:ENUMCLAW HIGH SCHOOL,WA 2017:SIDING INSTALLATION,BLDG 20B 2016:CAMP MURRAY BLDG 5 RE-ROOF Contract:$1,442,995 Camp Murray,WA Camp Murray,WA GC:FORMA Construction-Rob Gunderson: Contract:$403,542 Contract:$582,438 robg@formacc.com Start&Completion:7/31/17-11/21/17 Start&Completion:7/18/16-10/18/16 Start&Completion:8/31/17-9/12/19 2018:OMD JOINT FORCES HQ,Salem,OR 2018:ITC,CLAC:KAIVIAS COMM.COLLEGE,OR 2017:MC LARGE HANGAR,JBLM,WA Contract:$992,648 Contract:$940,628 Contract:$2,124,980 GC:Fortis Construction,Inc.-Andrew Downes: GC:Lease Crutcher Lewis-Dan Callahan: General:Archer Western Federal JV Andrew.downes@fortisconstruction.com dan.callahan@lewisbuilds.com Contact:Ryan Kelly:rkelly@walshgroup.com Start&Completion:10/16/17-6/23/18 Start&Completion:10/17/17-8/25/18 Start&Completion:7/6/15-1/20/17 2017:CENTRALIA COLLEGE COMMONS-NEW 2015:LONGHOUSE ROOF RENOVATION 2015:GREEN RIVER FILTRATION FAC.,WA CENTER BLDG,WA Contract:$1,038,540 THE EVERGREEN STATE COLLEGE,Olympia,WA Contract:$1,833,304 GC:Schwiesow Construction-Mike Schwiesow: Contract:$479,060 General:Hoffman Construction mike@schwiesowconst.com Dick Clintworth:clintwod@evergreen.edu Ben Larson:Ben-Larson@Hoffmancorp.com Start&Completion:7/27/16-4/30/17 Start&Completion:3/23/15-5/15/15 Start&Completion:10/30/13-1/1/15 2013:PDX HANGAR K ROOF REPLACEMENT 2011:BLDG L ROOF REP.RENTON TEC COLLEGE 2010:PARKSIDE ELEM.SCH.REPLACEMENT Portland,OR Contract:$337,192 Renton,WA Des Moines,WA Port of Portland:Sean Willows: Contract:$635,355 Contract:$1,943,809 Sean.Willows@portofportland.corn Owner:Renton Technical College General:Bayley Construction PR Consultants:Bruce Ryan: Contact:Barry Baker,bbaker@rtc.edu Contact:Joe Walker:JoeW@Bayley.net brace.ryan@professionalroofmnsultants.corn Start&Completlion:3/9/11-8/15/11 Owner:Highline School District Start&Completion:8/1/13-9/20/13 Start&Completion:3/28/09-3/6/10 2008:SHOREWOOD ELEMENTARY SCHOOL 2000:NIKE WORLD CAMPUS,NORTH EXP. 1998:MEADOWDALE HIGH SCHOOL REPLACEMENT,Burien,WA BLOGS A,B,E/F,S&P,Beaverton,OR Lynwood,WA Contract:$1,056,592 Contracts:$1,119,000 Contract:$778,089 General:Berschauer Phillips Const. General:Kiewit Const. General:Lease Crutcher Lewis Contact:360-754-5788 Phone:360-883-247'7 Phone:206-622-0500 1995:NAVY FAMILY SUPPORT COMPLEX, 1995:COMMISSARY EXCHANGE 1992:P-126 TRANSIT SHED,P-104R LOGISTICS Marysville,WA Marysville,WA COMPLEX,Naval Station Puget Sound, Contract:$691,510 Contract:$734,901 Everett,WA General:MA Mortenson Co. General:PCL Coral Contract:$1,135,335 Phone:425-451-1305 Phone:425-454-6020 General:Osborne Const-Ph:425.827-4221 For more information see our website:Interstatesheetmetal.com 7A02./ y ) 13 ' t.3/ 1 ►:ccsc, c -r z.-7/4 ! F54LL ? OT : +v • rR 4,1 :,- _ •.. Product Wa, I Leo Permanent Adjustable Standing Sea;r Roof Anchor Part#:53221;53569 instruction Manual Do not throw away these instructions! Read and understand these instructions before using equipment! Introduction _ 1 Applicable Safety Standards _ 1 Worker Classifications _ 1 Product Specific Applications _ 2 Limitations _ _ 3 - 4 Components and Specifications _ _ 5 Installation and Use _ 5 - 8 Compatible SSMR List _ _ 9 - 11 Maintenance, Cleaning, and Storage _ 12 Inspection _ 12 Inspection Log _ 12 Safety Information _ _ 13 Labels _ _ 14 GUARDIAN Introduction Thank you for purchasing a Guardian Fall Protection Permanent Adjustable Standing Seam Roof Anchor.This manual must be read and understood User Information in its entirety,and used as part of an employee training program as required by OSHA or any applicable Date of First Use: state agency. Serial#: This and any other included instructions must be made available to the user of Trainer: the equipment.The user must understand how to safely and effectively User: use the Permanent Adjustable Standing Seam Roof Anchor,and all fall safety equipment used in combination with the Permanent Adjustable Standing Seam Roof Anchor. Applicable Safety Standards When used according to instruction specifications, this product meets or exceeds all applicable OSHA 1926 Subpart M, OSHA 1910,ANSI Z359.18-2017,and ANSI A10.32-2012 standards for fall protection.This product has been tested in compliance with the requirements of ANSI/ASSE Z359.7.Testing only covers hardware and does not extend to the anchorage or substrate to which this product is attached.Applicable standards and regulations depend on the type of work being done, and also might include state-specific regulations.Consult regulatory agencies for more information on personal fall arrest systems and associated components. Worker Classifications CAUTION Understand the following definitions of those who work near or who may be exposed to fall hazards. Qualified Person:A person with an accredited degree or certification,and with extensive experience or sufficient professional standing,who is considered proficient in planning and reviewing the conformity of fall protection and rescue systems. Competent Person:A highly trained and experienced person who is ASSIGNED BY THE EMPLOYER to be responsible for all elements of a fall safety program,including, but not limited to,its regulation,management, and application.A person who is proficient in identifying existing and predictable fall hazards,and who has the authority to stop work in order to eliminate hazards. Authorized Person:A person who is assigned by their employer to work around or be subject to potential or existing fall hazards. It is the responsibility of a Qualified or Competent person to supervise the job site and ensure all applicable safety regulations are complied with. GUARDIAN Product Specific Applications A WARNING Use of equipment in unintended applications may result in serious injury or death. Maximum 1 attachment per connection point. Personal Fall Arrest:Permanent Adjustable Standing Seam Roof Anchor may be used to support a MAXIMUM 1 PFAS for use in Fall Arrest applications.Structure must withstand loads applied in the directions permitted by the system of at least 5,000 lbs.Maximum free fall is 6',or up to 12'if used in combination with equipment explicitly certified for such use.Applicable D-ring:Dorsal. Restraint:Permanent Adjustable Standing Seam Roof Anchor may be used in Restraint applications. Restraint systems prevent workers from reaching the leading edge of a fall hazard. / Always account for fully deployed length of lanyard/SRI.Structure must withstand loads applied in the directions permitted by the system of at least 1,000 lbs.No free fall is permitted. Restraint systems may only be used on surfaces with slopes up to 4/12(vertical/horizontal).Applicable D-rings:Dorsal,Chest,Side,Shoulder. Work Positioning:Permanent Adjustable Standing Seam Roof Anchor may be used in Work Positioning applications.Work Positioning systems allow a worker to be supported while in suspension and work freely with both hands.Structure must withstand loads applied in the directions permitted by the system of at least 3,000 lbs.Maximum allowable free fall is 2'. Applicable D-rings:Side. Rescue/Confined Space:Permanent Adjustable Standing Seam Roof Anchor may be used in Rescue/Confined Space applications. Rescue systems function to safely recover a worker from a confined location or after exposed to a fall.There are various configurations of Rescue systems depending on the type of rescue.Structure must withstand loads applied in the directions permitted by the system of at least 3,000 lbs.No free fall is permitted.Applicable D-rings: Dorsal, Chest,Shoulder. For all applications:worker weight capacity range (including all clothing,tools,and equipment)is 130-420 lbs. ,• YE zr -104, l�1 *mot' .f.,y r GUARDIAN Limitations Fall Clearance:There must be sufficient clearance below the anchorage connector to arrest a fall before the user strikes the ground or any obstruction.When calculating fall clearance,account for a MINIMUM 2'safety factor,free fall,deceleration distance,harness stretch,swing fall,and all other applicable factors. Diagram shown is an example fall clearance calculation ONLY. Fall clearance calculation shown based on standing worker falling directly in-line with anchor point. Always consider potential swing fall and other hazards when calculating fall clearance. 1 . i NtiFree tall 1_'lrcr''ail s Lanyard LanyardAnd-,,,Y And-, rt,.n; '� it Fern Lc., ts•.. Free Fall Distance Deceleration Distance Harness Stretch Safety Factor Swing Fall* - `Eliminate Swing Fall whenever possible!If Swing Fall exists, always account for additional . fall clearance. Swing Falls:Prior to installation or use,make considerations for eliminating or minimizing all swing fall hazards.Swing falls occur when the anchor is not directly above the location where a fall occurs.Always work as close to in line with the anchor point as possible.Swing falls significantly increase the likelihood of serious injury or death in the event of a fall. GUARDIAN Compatibility:When making connections with Permanent Adjustable Standing Seam Roof Anchor,eliminate all possibility of roll-out. Roll-out occurs when interference between a hook and the attachment point causes the hook gate to unintentionally open and release.All connections must be selected and deemed compatible with Permanent Adjustable Standing Seam Roof Anchor by a Competent Person.All connector gates must be self-closing and self-locking,and withstand minimum loads of 3,600 lbs.See the following for examples of compatible/incompatible connections: Connector N 'P{ closed and f 1 connector locked to to integral locked i ..•r C..lc-_t-.' r j .�y,-'.., lanyard. r,'. �.{ '�� i 1:►' t Alfy NO. . ; Two connectors to same i 11 , 't ! FJf Connector w',. directly to D-ring.NO. '} N. r webbing. i ___,.s.i ti / '�. N0. Incompatible or irregular i Connector application, i rv.ac lJ" t.tat- i directly to which may ."* horizontal increase risk ` of roll-out.NO. r ' ► lifeline.N0. - Ep1;eor ",r; r:/�� • f ' in connected to \ each other.N0. °R, .• Correct Anchorage Positioning: This chart details allowable working zones required to reduce risk of swing falls and improper side loading. ALWAYS adhere to information specified by chart. Anchor Distance Working Distance Working Angle D:Total Working Angle From Along Roof Edge from x:workin Distance leading Edge(Y) (Either Direction)(X) Perpendicular(o) g Along leading Edge w 1 — Y:Distance From 6 8 53° leading Edge 10' 9' 9" 4 5' l� -� 15' 11'•7" 38° Y -" 20' 13'-3" 33' o >I 25' 14'-6" 30° e I 30' 16' 28u 'r, &.' i 35' 17'-2" 26° X �� t 45' 19'-4" 23° - X 1 50' 19'-10" 21' leading Edge ".1-I 55' 21 4" 21° 60' 22'-3" 21- For example,if the anchorage connector is 6'from the leading edge(Y),the working distance(X)is 8'in each direction from the perpendicular,which translates to a 53°working angle. GUARDIAN Components and Specifications Some assembly of components is necessary prior to installation and use of Permanent Adjustable Standing Seam Roof Anchor.Always use fasteners, 5-5 Clamps,and Set Screws provided by Guardian Fall Protection. Components are manufactured from the following materials: Large Tie-Off Bar:Aluminum Seam Bar(2):Aluminum Tie-Off Tab:Stainless Steel S-5 Clamp(8):Aluminum (2)Set Screws are provided with each 5-5 clamp.S-5 Clamps are designed with four Set Screw holes for increased versatility,but require only two Set Screws for use with the Permanent Adjustable Standing Seam Roof Anchor. Part# Description 53221 Permanent Adjustable Standing Seam Roo(Anchor.Includes(2)Seam Bars, (4)Plate Nuts,(1)lie-Off Bar,(1)Tie.011 Tab,(B)s-s Clamps,5 All Fastening Bolts 53569 Replacement S-5-U Clamp w/Fasteners 0105.0019 Anti-Seize Seam Bar x1 per side(L/R) Tie-Off Tab Ii L01 , R . • large Plate Nut �� ® Tie-Off Bar • x2 per side(L/R) tiN;) •• ift 0 ei 5-5 Clamps `•`. x4 per side(L/R) Installation and Use A Qualified Person must be responsible for the supervision of the installation of the Permanent Adjustable Standing Seam Roof Anchor,and must verify both standing seam roof and existing structure meet all compatibility and minimum strength requirements,as specified by this instruction manual. This anchor is primarily intended for permanent installations,but may also be used in multiple installations.Always use new fasteners and nylock nuts for each installation application. GUARDIAN Prior to installation: 1.Ensure make,model,and material of selected standing seam metal roof(SSMR)are compatible with the Permanent Adjustable Standing Seam Roof Anchor.Refer to compatible SSMR list(pgs.9-11). If SSMR does not appear on this list,do not install Permanent Adjustable Standing Seam Roof Anchor. iWARNCNG Qualified Person must determine Permanent Adjustable Standing Seam Roof Anchor is compatible with roof seam.NEVER attach to incompatible roof seams. 2.All PFAS equipment must be selected and deemed compatible with the Permanent Adjustable Standing Seam Roof Anchor by a Competent Person. 3.Work surface must be free of any and all deficiencies, including,but not limited to,corrosion,rust, deformation,cracking,debris,and loose materials that may infringe upon the stability of the Permanent Adjustable Standing Seam Roof Anchor. 4.Consider and minimize all existing and potential swing fall hazards. 5.Permanent Adjustable Standing Seam Roof Anchor is rated for loading in any direction provided it is installed as prescribed. 6. Permanent Adjustable Standing Seam Roof Anchor may be used in combination with a temporary horizontal lifeline(FILL)system.No intermediate anchorage connectors may be used in a temporary HLL system of which the Permanent Adjustable Standing Seam Roof Anchor is a part.For use with permanent HLL systems, please contact Guardian Fall Protection for additional assistance. Assembly: Torque all fasteners to 25-30 foot-pounds and ensure that MINIMUM 1 complete bolt thread is visible. 1.Install Tie-Off Tab to Tie-Off Bar: Apply provided anti-seize(or equivalent)to 2"x 5/8"-18 Bolt. Insert bolt through Tie-Off Tab bolt hole,through washer, through Tie-Off Bar,and secure with lock nut. Tighten lock nut against underside of Tie-Off Bar.Tie-Off Tab must swivel freely a full 360°. 0 ff< rr r1, xt � yy Top View Bottom View 2.Install all(8)S-5 Clamps(4 per Seam Bar)onto Seam Bars prior to installation of Seam Bars onto Tie-Off Bar.Insert bolt through washer,through Seam Bar,and through one of top two S-S Clamp holes.One bolt and one washer per S-5 Clamp. �. __-.-,W.�-. sir ��-.=��+�rw- --...._—_-__. ...� i._ GUARDIAN Installation: 1.3/16"Allen wrench attachment tip(provided with 5-5 Clamps)is required for installation of Permanent Adjustable Standing Seam Roof Anchor.To install, attach Allen wrench attachment to compatible 1/4"drive screw gun. 2.Adjust Permanent Adjustable Standing Seam Roof Anchor to match roof seam spacing.Compatible with roof seams from 12"-24"apart.Tighten all!(4)bolts on Tie-Off Bar to 25-30 foot-pounds. 3.Place all 5-5 Clamps over selected roof seams.Both sets of 5-5 Clamps must be the same distance from roof edge. f ' t 4.1 0 is 4 r. t ___..Afte psi{ t . ticro.. 1 TM P ¢¢' 4.Insert Set Screws in bottom two holes of all 5-5 Clamps.All Set Screws must face same direction.Ensure all Set Screws will compress against roof seam when fully installed. ....�i-w _ I �- i - w ''& il' Set Screws Roof Seam must compress ` — against roof seam. 5.Use 3/16"Allen wrench attachment(provided with 5-5 Clamps)with compatible 1/4"drive screw gun to install Set Screws. •If roof is 22 gauge or thicker,torque all 5-5 Clamp Set Screws to between 13.33-15 foot-pounds. •If roof is thinner than 22 gauge,torque all S-5 Clamp Set Screws to between 10.83-12.5 foot-pounds. WARNINls . I, NEVER over-torque set-screws;doing so could strip hardware or damage roof panels. GUARDIAN 6.As installation of Set Screws progresses, torque values of already installed Set Screws may change as tension on roof seam increases.As necessary,re-torque Set Screws until all Set Screws are within torque range specified by this instruction manual.Measure Set Screw torque with torque wrench. When applying torque to Set Screws,ensure that selected drive screw ',WARNING gun(with 3/16"Allen wrench attachment)is applying consistent and F_.`•._ adequate torque.Prior to each use,ALWAYS use properly calibrated torque wrench to ensure all Set Screws are adequately torqued. titJ r1' 'j` , :it ' S t"-...rr- 't".. „ n n a - ' 't t► " `tip ` t tY , all,. a _..._.__._._ r•17 s} ' ... .T.t•.•v/ifC , �l` �1l t µr'1,•ix y •rt"�h- A+• }1'stti rs,' ', - ' rr .- 1 r t ! kill tr ,? N , s.J'> ¢ran!: t dye 1 1 SSMR Manufacturer SSMR Name SSMR Thickness SSMR Manufacturer SSMR Name SSMR Thickness PI A&S Double-lok 22 gauge steel Bryer Company TBC•Ultra 22 gauge steel A&S DuraSeal Seam 22 gauge steel Bryer Company T8C-Ultra 24 gauge steel A&S DuraSeal Snap 22 gauge steel Bryer Company TBC-Superseam(Single Fold) 22 gauge steel A&S Ultra Dek 22 gauge steel Bryer Company TBC-Superseam(Double Fold) 22 gauge steel A&S OuraSeal Snap 24 gauge steel 8ryer Company T8C-Superseam(Single Fold) 24 gauge steel Fe.. A&S Ultra Dek 24 gauge steel Butler MR24 24 gauge steel �s A&5 Double-Lok 24 gauge steel Butler VSR 24 gauge steel A&S DuraSeat Seam 24 gauge steel Butler MR24 22 gauge steel FCI AB Martin Roofing AB Seam 19.5 24 gauge steel Carlisle Engineered Metals,Inc. Architectural Panel 22 gauge steel AEP Span Snap Seam 22 gauge steel Carlisle Engineered Metals,Inc. Architectural Panel 24 gauge steel 0.2, AEP Span Snap Seam 24 gauge steel Carlisle Engineered Metals,Inc. Versalok Panel 22 gauge steel AEP Span Span Seam(DBF) 22 gauge steel Carlisle Engineered Metals,Inc. Versalok Panel 24 gauge steel AEP Span Muitilok(Quad Lok) 24 gauge steel CBC Steel Buildings SS 24 24 gauge steel Qe AEP Span Span Seam(DBE) 24 gauge steel Ceco CXP 22 gauge steel =" AEP Span Span Lok HP 2"SF 22 gauge steel Ceco CRP 24 gauge steel AEP Span Design Span hp 22 gauge steel Ceco CXP All weather Incl.Inted o,nels rwwrm SR Series(Single Fold) - 22 gauge steel -------- -- 24 gauge steel Central States Manufacturing Central Seam Plus 22 gauge steel American Buildings Company, Loc Seam 360 22 gauge steel Central States Manufacturing Central Loc 22 gauge steel M American Buildings Company Standing Seam 360 22 gauge steel Central States Manufacturing Central Loc 24 gauge steel N American Buildings Company Loc Seam 360 24 gauge steel Central States Manufacturing Central Seam Plus 24 gauge steel Amercan Buildings Company Standing Seam II Panel 22 gauge steel Central Texas Metal Roofing Supply ShurLoc 175 24 gauge Steel Architectural Building Components Permaseam 22 gauge steel Centria 50P 175 22 gauge steel Architectural Building Components Permaseam 24 gauge steel Centria SDP 175 24 gauge steel Architectural Building Components Permaseam 22 gauge steel Centria SDP 200 24 gauge steel Architectural Building Components Permaseam 24 gauge steel Centria SDP 300 24 gauge steel Architectural Metal Specialties,Inc. AMS175 1.3/4"Snap-Lock 24 gauge steel Chief Industries MSC Panel 22 gauge steel Architectural Metal Specialties,Inc. AMS175 1-3/4"Snap-Lock 24 gauge steel Chief Industries STC Panel 22 gauge steel Architectural Metal Specialties,Inc. Ultraseam U517515 Snap-Lock 24 gauge steel Chief Industries SIC Panel 24 gauge steel ASC Building Products Sterling Roof System 22 gauge steel Chief Industries MSC Panel 24 gauge steel .49 Associated Building Systems KA-2000 22 gauge steel Classic Roofing Systems CR-S 38(Single Fold) 22 gauge steel kf) Associated Building Systems KA-2000 24 gauge steel Classic Roofing Systems CR-S 25(Single Fold) 22 gauge steel ATAS 2"Field•Lok 24 gauge steel Construction Metals,Inc. Sur-lock 22 gauge steel IA Bax Steel Buildings Ban-Lock 22 gauge steel Construction Metals,Inc. Barrier Roof 22 gauge steel Bax Steel Buildings Bax-lock 24 gauge steel Construction Metals,Inc. Barrier Roof 24 gauge steel Bax-Steel Buildings,Inc. Bax-Lock 22 gauge steel Construction Metals,Inc. Sur-Lock 24 gauge steel X, Bax-Steel Buildings,Inc. Bax-Lock 24 gauge steel Copper Sales UC4 24 gauge steel Nose BC Steel Buildings BCL 24-MS 22 gauge steel Corte Building Systems Seam-lok 22 gauge steel ^ BC Steel Buildings BCL 24-SD 22 gauge steel Corle Building Systems Snap-Seal 22 gauge steel t••• J BC Sled Buildings BCL 24-SD 24 gauge steel Code Building Systems Snap-Seal 24 gauge steel BC Steel Buildings BCL 24-MS 24 gauge steel Code Building Systems Seam-Lok 24 gauge steel > Behlen Building Systems 2L-24 Triple-Lock 24 gauge steel Custom Bill Metals SL 1750 NT 24 gauge steel Behlen Building Systems ZL-16 Triple-Lock 22 gauge steel Custom Bill Metals CB 150(Double Fold)NT 22 gauge steel C-.) Berridge Cee-Lock 24 gauge steel Dean Steel Buildings,Inc Pro Seam Panel 22 gauge steel SSMR Manufacturer SSMR Name SSMR Thickness SSMR Manufacturer SSMR Name SSMR Thickness r1 Dean Steel Buildings,Inc Pro Seam Panel 24 gauge steel Kirby Building Systems Klrbylok 2000 24 gauge steel Dimensional Metals SL-25 22 gauge steel Kirby Building Systems Klrbylok 2000 MS 24 gauge steel Dimensional Metals 1L-20 24 gauge steel Knudson Building Systems KR-20 24 gauge steel Ti Dimensional Metals 5L-25 24 gauge steel Laura Star-Roof,BV Spanlock 22 gauge steel > Dimensional Metals DL-15 24 gauge steel Laura Star-Rool,BV Artlock 22 gauge steel pp, Drexel Metals DMC 1755 Snap Lock 1.3/4 24 gauge steel Laura Star-Roof,BV Artlock 24 gauge steel emir, Drexel Metals DMC 2105(AmKo Style) 22 gauge steel MBCI LokSeam 22 gauge steel 0 Drexel Metals OMC 175S Snap Lock 1.3/4 22 gauge steel MBCI DoubleLok 22 gauge steel Drexel Metals DMC 200S 2"Double Fold 22 gauge steel MBCI LokSeam 24 gauge steel tiN Drexel Metals DMC 2105(Armco Style) 24 gauge steel MBCI LokSeam 22 gauge steel pp Drexel Metals DMC 1SOS5(Double Fold) 22 gauge steel MBCI UltraDek 22 gauge steel al Drexel Metals DMC 1755 Snap Lock 1-3/4 24 gauge steel MBCI UltraDek 24 gauge steel Englert Series 2000 22 gauge steel MBCI DoubleLok 24 gauge steel 0. Englert Series 2500(Double Fold) 22 gauge steel MBCI LokSeam 24 gauge steel ®' Englert Series 2000 24 gauge steel MBCI Superlok 22 gauge steel (473 Englert Series 2400(Double Fold) 22 gauge steel MBCI Battentok 22 gauge steel Englert Series 2000 24 gauge steel MBCI Battentok 24 gauge steel I" Englert Series 1300 22 gauge steel McElroy Metal Maxima 1.5" 22 gauge steel 11) Fab Tech,Inc. Seam-Lok 22 gauge steel McElroy Metal Medallion-Lok 22 gauge steel Fab Tech,Inc. Snap-Seal 22 gauge steel McElroy Metal Maxima 2"ADV 22 gauge steel a Fab Tech,Inc. Snap-Seal 24 gauge steel McElroy Metal Medallion-Lok 24 gauge steel Fab Tech,Inc. Snap-Seal 24 gauge steel McElroy Metal Medallion-Lob 22 gauge steel Fab Tech,Inc. Seam-Lok 24 gauge steel McElroy Metal Master-Lok 90(ML90) 22 gauge steel ro Fabral Thin Seam 24 gauge steel McElroy Metal Master-Lok 90(ML90) 24 gauge steel t Fabral Stand N Seam 24 gauge steel McElroy Metal Maxima 1.5" 24 gauge steel Fabral Snap3" Rib x>® 24 gauge steel McElroy Metal Medallion•lok 24 gauge steel Firestone UC14 24 gauge steel McElroy Metal Maxima 2"ADV 24 gauge steel Firestone UC4 24 gauge steel McElroy Metal ML-FS 22 gauge steel0 Follansbee Steel lin(25mm)DF(TCS) .018 TCS II Merchant&Evans Interlock 24 gauge steel Galvak,S.A.De C.V. Galvalok II 22 gauge steel Merchant&Evans Interlockxat� .040 aluminumE!9 Galvak,S.A.De C.V. Galvalok I 22 gauge steel Merchant&Evans 11305 24 gaugeast steel Galvak,S.A.De C.V. Galvalok I 24 gauge steel Merchant&Evans 81305 .040 aluminum CA Galvak,S.A.De C.V. Galvalok II 24 gauge steel Mesco Double-Lok 22 gauge steel !t1 Garco Building Systems Garco Standing Seam 22 gauge steel Mesco Ultra Dek 22 gauge steel Garco Building Systems Garco Standing Seam 24 gauge steel Mesco Ultra Dek 24 gauge steel Garland R-Mer Loc 22 gauge steel Mesco Double-Lok 24 gauge steel Imetco Snap Lok 1-3/4" 22 gauge steel Metal Sales Vertical Seam 22 gauge steel Inland Buildings IN-LOC 24 gauge steel Metal Sales Vertical Seam 24 gauge steel Interlock Roofing Snap Lock 1" .027 aluminum Metal Sales Magna Loc 22 gauge steel Interlock Roofing Future Roof 1.5"SF 26 gauge steel Metal-Fab Manufacturing MetFab Snap-On 675 24 gauge steel Kingspan USA KIng21p 1020 22 gauge steel Metal-Fab Manufacturing MetFab III Panel 22 gauge steel Kirby Building Systems Klrbylok 2000 MS 22 gauge steel Metal-Fab Manufacturing MetFab III Panel 24 gauge steel Kirby Building Systems Klrbylok 2000 22 gauge steel Metal-Fab Manufacturing MetFab Historic Panel 1.5"DBF 22 gauge steel SSMR Manufacturer SSMR Name SSMR Thickness SSMR Manufacturer SSMR Name SSMR Thickness in Metal-Fab Manufacturing MetFab Snap-on 550 Panel 24 gauge steel Steel Span,Inc. Architectural 24 gauge steel 0 __—tea Morin SIR 22 gauge steel Steelco Sur-Lock 22 gauge steel 9 / Morin SWL 22 gauge steel Steelco Barrier Roof Panels 22 gauge steel .0 Morin SLR 24 gauge steel Steelco Barrier Roof Panels 24 gauge steel Clil Mode SWL 24 gauge steel Steelco Sur-Lock 24 gauge steel pap NCl/Midwest Metallic Double•Lok 22 gauge steel Steelway Building Systems RTL-24 Quad Loc 22 gauge steel insia' er NCl/Midwest Metallic Weather Roof III 22 gauge steel Steelway Building Systems RTI-24 Quad Lot 24 gauge steel NCl/Midwest Metallic Ultra Dek 22 gauge steel Taylor Metals Versa-Span 24 gauge steel CD NCl/Midwest Metallic Weather Roof II 22 gauge steel Taylor Metals MS 200 22 gauge steel NCl/Midwest Metallic Ultra Dek 24 gauge steel Taylor Metals MS 200 24 gauge steel oratn NCl/Midwest Metallic Weather Roof li 24 gauge steel Tremco TremLock LSP 22 gauge steel 0) NCl/Midwest Metallic Double-Lok 24 gauge steel Triad Corrugated Metal,Inc. Snap Lock 1-3/4 24 gauge steel NCl/Midwest Metallic Weather Roof ill 24 gauge steel U.S,Metals US-175L5 22 gauge steel O. NCl/Midwest Metallic 216 22 gauge steel U.S.Metals US-175LS 9' 24 gauge steel NCl/Midwest Metallic Battenlok 22 gauge steel U.S.Metals US.150 22 gauge steel 1.0 NCl/Midwest Metallic 216 24 gauge steel Una-Clad UC14 24 gauge steel NCl/Midwest Metallic Battenlok 24 gauge steel Una-Clad UC4 24 gauge steel 111 New Tech Machinery SS 675 Snap Lock 1.3/4 24 gauge steel Union Corrugating Company ML130(Double Fold) 22 gauge steel 0 New Tech Machinery SS 210A(Armco Style)2 22 gauge steel Union Corrugating Company SL150 24 gauge steel all New Tech Machinery SS 210A(Armco Style)2 24 gauge steel United Structures of America Guardian it 22 gauge steel New Tech Machinery S5 150(Double Fold) 22 gauge steel United Structures of America Guardian I 22 gauge steel New Tech Machinery SS 675 Snap Lock 1-3/4 24 gauge steel United Structures of America Guardian I 24 gauge steel g New Tech Machinery SS 550 Snap lock 1 1/2 24 gauge steel United Structures of America Guardian II 24 gauge steel CD Nu Ray Metals Series 2000 Standing Seam 24 gauge steel Varco Pruden SSR 24 gauge steel 04. Nucor Building Systems VR16-11 Vise-Lock 360 24 gauge steel Varco Pruden SLR 22 gauge steel CU Nucor Building Systems CFR Vise Lock 360 Seam 24 gauge steel Whirlwind Building Systems Super Seam Plus 22 gauge steel OC Metals OCM 175 SI 24 gauge steel Whirlwind Building Systems Super Seam It 22 gauge steel O OC Metals 0CM 175 SI 24 gauge steel Whirlwind Building Systems Super Seam II 24 gauge steel Petersen Aluminum Corp Snap Clad 22 gauge steel Whirlwind Building Systems Super Seam Plus 24 gauge steel ..1.t Petersen Aluminum Corp Snap Clad 24 gauge steel Zamil Steel Industries Max Seam 22 gauge steel Eft Petersen Aluminum Corp Snap Clad 22 gauge steel Zamil Steel Industries Max Seam 24 gauge steel Petersen Aluminum Corp Snap Clad 24 gauge steel Zimmerman Metals,Inc. SL1750 22 gauge steel kit Petersen Aluminum Corp The-Loc Plus 22 gauge steel Zimmerman Metals,Inc. S1.1750 24 gauge steel tel Petersen Aluminum Corp Tite-Loc 22 gauge steel Petersen Aluminum Corp Tite-Loc 24 gauge steel Rigid Global Buildings Platinum Series Quad•Lok 24 gauge steel Rigid Global Buildings HI-Tech Series Quad•Lok 24 gauge steel Robertson Building Systems Starshleld-SSR 24 gauge steel Schulte Building Systems TS-324 Triplelok 24 gauge steel Star Starshleld 24 gauge steel Steel Span,Inc. Trapezoidal 22 gauge steel Steel Span,Inc. Trapezoidal 24 gauge steel Steel Span,Inc. Architectural 22 gauge steel 0 -tra----r7L-1 f1-2.0 - i. 1.4 - M40.11- 4N(e DATA GUARDIAN Maintenance, Cleaning, and Storage If Permanent Adjustable Standing Seam Roof Anchor fails inspection in any way,immediately remove it from service,and contact Guardian to inquire about its return or repair.Field serviceability testing is not required, and should not be done by the end user. Cleaning after use is important for maintaining the safety and longevity of Permanent Adjustable Standing Seam Roof Anchor.Remove all dirt,corrosives,and contaminants from Permanent Adjustable Standing Seam Roof Anchor before and after each use. If Permanent Adjustable Standing Seam Roof Anchor cannot be cleaned with plain water,use mild soap and water,then rinse and wipe dry. NEVER clean Permanent Adjustable Standing Seam Roof Anchor with corrosive substances. When not in use,store equipment where it will not be affected by heat, light,excessive moisture,chemicals, or other degrading elements. Inspection Prior to EACH use, inspect Permanent Adjustable Standing Seam Roof Anchor for deficiencies,including,but not limited to,corrosion,deformation,pits,burrs,rough surfaces,sharp edges,cracking,rust, paint buildup, excessive heating,alteration,and missing or illegible labels.IMMEDIATELY remove Permanent Adjustable Standing Seam Roof Anchor from service if defects or damage are found,or if exposed to forces of fall arrest. Ensure that applicable work area is free of all damage,including,but not limited to,debris,rot,rust,decay, cracking,and hazardous materials. Ensure that selected work area will support the application-specific minimum loads set forth in this instruction manual.Work area MUST be stable. At least every 12 months,a Competent Person other than the user must inspect Permanent Adjustable Standing Seam Roof Anchor.Competent Person inspections MUST be recorded in inspection log in instruction manual and on equipment inspection grid label.The Competent Person must sign their initials in the box corresponding to the month and year the inspection took place. During inspection, consider all applications and hazards Permanent Adjustable Standing Seam Roof Anchor have been subjected to. Inspection Log Date of First Use: Product lifetime is indefinite as long as it passes pre-use and Competent Person J FMAMJ J ASOND inspections.User must inspect prior to EACH use.Competent Person other than YR user must complete formal inspection at YR least every 12 months.Competent Person to inspect and initial. YR This inspection log must be specific to YR one Permanent Adjustable Standing YR Seam Roof Anchor.Separate inspection logs must be used for each Permanent Adjustable Standing Seam Roof Anchor. All inspection records must be made visible and available to all users at all times. If equipment fails inspection IMMEDIATELY REMOVE FROM SERVICE. r (i>netl R tNi u M x NMYN'ua>rAMN.Awrttt4t3rdHaN?MiR1#pVxMfYFFYfnaRaM#.Y1ax1f:4Tiux1en tt t r .. .re r,. e, nr.. GUARDIAN Safety l911foTmat o Failure to understand and comply with safety regulations may result in WARNING serious injury or death. Regulations included herein are not all-inclusive, are for reference only, and are not intended to replace a Competent Person's judgment or knowledge of federal or state standards. Do not alter equipment. Do not misuse equipment. Workplace conditions,including,but not limited to,flame, corrosive chemicals,electrical shock,sharp objects, machinery, abrasive substances, weather conditions,and uneven surfaces,must be assessed by a Competent Person before fall protection equipment is selected. The analysis of the workplace must anticipate where workers will be performing their duties, the routes they will take to reach their work,and the potential and existing fall hazards they may be exposed to.Fall protection equipment must be chosen by a Competent Person.Selections must account for all potential hazardous workplace conditions.All fall protection equipment should be purchased new and in an unused condition. Fall protection systems must be selected and installed under the supervision of a Competent Person,and used in a compliant manner. Fall protection systems must be designed in a manner compliant with all federal,state, and safety regulations. Forces applied to anchors must be calculated by a Competent Person. Unless explicitly stated otherwise,the maximum allowable free fall distance for lanyards must not exceed 6'. No free fall allowed for non-LE SRLs.Class A SRLs must arrest falls within 24";Class B SRLs must arrest falls within 54". Harnesses and connectors selected must be compliant with manufacturer's instructions, and must be of compatible size and configuration.Snap hooks,carabiners,and other connectors must be selected and applied in a compatible fashion.All risk of disengagement must be eliminated.All snap hooks and carabiners must be self-locking and self-closing,and must never be connected to each other. A pre-planned rescue procedure in the case of a fall is required.The rescue plan must be project-specific.The rescue plan must allow for employees to rescue themselves,or provide an alternative means for their prompt rescue.Store rescue equipment in an easily accessible and clearly marked area. Training of Authorized Persons to correctly erect,disassemble, inspect, maintain, store,and use equipment must be provided by a Competent Person.Training must include the ability to recognize fall hazards,minimize the likelihood of fall hazards,and the correct use of personal fall arrest systems. NEVER use fall protection equipment of any kind to hang, lift,support,or hoist tools or equipment,unless explicitly certified for such use. Equipment subjected to forces of fall arrest must immediately be removed from use. Age, fitness,and health conditions can seriously affect the worker should a fall occur.Consult a doctor if there is any reason to doubt a user's ability to withstand and safely absorb fall arrest forces or perform set-up of equipment. Pregnant women and minors must not use this equipment. Physical harm may still occur even if fall safety equipment functions correctly.Sustained post-fall suspension may result in serious injury or death. Use trauma relief straps to reduce the effects of suspension trauma. GUARDIAN Labels 1-800.466.63E15 90027(Rev.F) guardianlall.com o GuARDIAN Assembled in USA FAIL PROTECTION Permanent Adjustable Standing Seam Roof Anchor Part#:53221 DOM:E. _ j Serial it:I,, Compliant with all OSHA 1910,1926 Subpart M, ANSI Z359.18-2017,and ANSI A10.32-2012 regulations. Prior to use,read and understand all manufacturer's instructions provided with equipment at time of shipment from manufacturer. Type A anchorage connector. 5,000 lb.MSS(minimum breaking strength). Minimum service temperature:-30°F. Worker capacity:130.420 lbs.(including all equipment). Material:Aluminum and stainless steel. Only make compatible connections. Refer to instructions for proper connection methods. MAXIMUM 1 connection per anchor. All PFAS equipment must be selected and deemed compatible by Competent Person. Refer to instructions for installation requirements and for a list of compatible standing seam roofs. AWARNING Qualified Person must ensure roof seam compatibility. Prior to use,ensure all Set Screws are torqued correctly. Avoid contact with hazards,including,but not limited to,heat, chemicals,electricity,and sharp or abrasive edges and surfaces. INSPECTION GRID use:muss inspect prior to EACH use.Competent Prison must complete lotmal inspection every 12 months.Competent Prison to inspect and initial. Date of First use: Product lifetime is indefinite as long as equipment passes pre-use and Competent Person inspections. MO" 20 20 20 20 20 M A M 1 _ , A 0 N 0 If equipment fails inspection IMMEDIATELY REMOVE FROM SERVICE DO NOT REMOVE LABELS } • t s� , ,¢#,! a,.figp�,..i #..�.-. { '�a �t'.<SaB,r `FFt a x3 .'; a! : f ? ? x: t e ?tr.,4 sal . 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:1.800.670.7832 ADDRESS:6305 SOUTH 231ST STIIEET KENT.IVA 98032 Project: Art Rutkin Elementary School G UDate:Jan. 6th 2022 AR D 1 A N Inquiry Metal roof clips needed for Fall protection anchors Answer Guardian Fall Protection does not require there to be Metal Roof clips installed underneath the anchor for the anchor to remain secured to the standing seam metal roof. Guardian recognizes that installing the metal clips under the each anchor would be beneifical for the securement of the standing seam deck to the roof structure below. The quantity would need to be verified by the EOR. Thank you for your inquiry, please contact us if you have any questions. Francisco Fonseca Project Manager Frank.Fonseca(a�quardianfall.com 1.800.466.6385 ext. 128