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Report (4) • rcir #1Pti, i A I I Page 1 SUBMITTAL PACKAGE =®� DATE: 3/05/2021 B RE IVt J K FOR APPROVAL PACKAGE NUM: 071 CONSTRUCTION Bremik Construction Inc. PACKAGE REV: 0 19027--Tigard Triangle SPEC#: 077239 • To: Dave Mojica From: Riley McCoy OFFICE COPY Scott Edwards Architecture LLP Bremik Construction Inc. 2525 E. Burnside Street 1026 SE Stark St. Portland, OR 97214 Portland, OR 97214 We are transmitting the following Submittal Package Number: " 071", Revision: "0" Description: "Tie-Off Anchor Confirmation" for your review, intended to be compliant with contract Specification Number: "077239". Please review and respond to: Riley McCoy, by: 3/15/2021 in accordance with the contract documents. Additional Notes: Submittal Revision Description Status Notes Item 077239 0 Fall Protection Devices Sent Bremik Construction, Inc. Date:03.09.2021 By:Ri.Lty McCoy . SUBMITTAL REVIEW Sincerely, NI Reviewed ciMOEAeePnOMRTAnea ❑xmaevlevrto 0 Reviewed as noted 0 exeePnoxa AS eon. ❑ashram re9e1an ❑ Revise&resubmit Review of these documents does not relieve subcontractors of conacuma«mmmema made to the shop drawings tT t Mar -TT1-1.n c e ry th during this review 4o not meese e Conlo 0 Item their responsibility in reference to:field verifications of all wmgilencewith reguiramams o'the drawings anti dimensions;jobsite conditions and requirements;coordinatioi n wr.Inhme ore Is only la aview anerl�� Something is off with the with all trades;full compliance with all contract requirements; wrnpSance On The Wormer..given In the contract compliance with all state and city ordinance requirements decumama.The Ccmraclor is reap«Wbie rm dimensioning on the shop confrmmg and canaeang an geanhtles em dimensions,Waning fatncallooesONeaeeand drawing. Please follow techniques of outSbuChOn.cobrtinarnq ma work sat per trades,and Eedomiegthew«k ins safe and dimensions on S1.07A and email aslenlery manner. OFFICE �+®� back an As-Built of final anchor 6cOTinse, Da RNSIOEE�TURE,LLP 2E25 E BURNSIDE ST ❑APPROVED Q REVISE 8 PESO 1' PORTLAND,OR81214 locations for record/future roof en Dave Mope 1419EVISEASNOTED ❑REJEC"ED coordination. ease see Duvallrasam de node DATE 2125I2021 This enop drawing revues is tor general mn1«mance ad corala0rtn.iity oral the design concept end inlo::nxon Oven in Ile , a a..s.a. �,u uW,-..,% SoNteicrion Documents nrty Review of a specific earn shall not ,rondo the rwsw of an assembly of wnicF,the clam ie a component.The 0.1lrx`orloreepenemiel"rene""nq„ePe ABHT Overall Comments: aaeambly reviewq and not may spec..00051*dy Same,nava been Submitted*.emceed 1. We have stamped all the pertinent sheets of the deferred submittal as ABHT Structural Engineers "Approved" so it does not hold up the submittal. However, we do have a couple e RST 03/25i2021 0.eNewed By Dare - of comments as noted below. 2. Please note that the dimensions to the anchors indicated on sheet WW-2 e PPRO� TF (while close) do not all exactly match the dimensions indicated on current 1 �1 �l ,� drawing S1.07A. Ultimately, though the anchors should be installed centered between two roof trusses where the blocking (per details 8/S7.01 and 9/S7.01) VISION was installed by the contractor. If the blocking was not installed where indicated by the structural drawings, the design team should then be notified as the exact roof trusses where the anchors were shown on the structural drawings were aup a0 f 9 -a o 0 3 y 3 designed for roof anchor loads. 3. Please note that since the roof trusses were ultimately fabricated to account I Coo s.t7 211 d Po) for all ridge and valley slopes (i.e. fabricated with more than one consistent ! slope so that the rigid insulation will be installed with approximately one consistent thickness), any roof anchors crossing a ridge or valley will not rest ---j-i— cc—) J - 2_. ‘ exactly flat. We would recommend using a non-shrink grout to be placed beneath the anchor base plates at these locations. Please coordinate with Guardian. 4 • PSG Bremik to confirm all into filled out this sheet as some items relate to D/B subs and should be field verified. 6" PURE SAFETY GROUP max depth based on modeling and AdvancingFall Protection submittal, but should also be confirmed by contractor. SUBMITTAL REVIEW FORM To: Bremik Construction Date: 3/23/21 System: Window Washing ESG Project #: ESG07838 Project Name: Tigard Triangle: 72nd & Baylor Attached Documents Preliminary n Stamped 4/ Approved Quote n O&M Manual n Shop Drawings Shop Drawings Calculations Warranty I r I Technical Other Li Data Sheet Verification Required—Review/Comments: Maximum Depth from Top of Completed Roof to Bottom of Deck: 6" Obstruction to Layout: YES NO X Verification of Roof Type Specification: TAO, See Spec. Product Schedule of Deliveries: Stock Product (Less than 25 Business Days) 17 I 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: I jgg • ROPE DESCENT SYSTEM(RDS)GENERAL NOTES: 4. WORKER WEIGHT RANGE(INCLUDING EQUIPMENT) IS 130-310 LBS. ENGINEEREDP - 1. EACH SINGLE POINT ANCHOR IS DESIGNED FOR A SINGLE INDIVIDUAL AS A 5. USE OF AN ANSI/IWCA I-14.1 ROPE DESCENT DEVICE IS REQUIRED WHEN SFRVI( I 5(;R(10P tad, i rv.n,aw SAFETY LINE SUSPENSION ATTACHMENT, OR IN FALL ARREST/RESTRAINT. USING WITH BOSUNS CHAIR. 6305 SOUTH 231ST ST 2. THE ANCHORS SHALL NOT BE USED TO HOIST MATERIALS OR EQUIPMENT. KENT, WA 98032 3. ALL RDS EQUIPMENT AND ANCHORS SHALL BE USED IN ACCORDANCE WITH STRUCTURAL NOTES: PHONE:B00.466.6385 ANSI/IWCA 1-14.1 (WINDOW CLEANING SAFETY STANDARD)AND OSHA SAFETY 1. ATTENTION: BLOCKING WHERE SHOWN HAS BEEN DESIGNED BY OTHERS. WORK ZONE - GUIDELINES. THE ABILITY OF THE BLOCKING WHERE SHOWN, AND THE ABILITY OF THE 4. ANCHORAGES USED FOR PERSONAL FALL ARREST SYSTEMS SHALL BE BUILDING STRUCTURE TO SUPPORT THE LOADS TRANSFERRED FROM THE INDEPENDENT OF ANCHORAGES USED FOR THE ROPE DESCENT SYSTEMS. ANCHOR ATTACHMENT SURFACE HAS NOT BEEN VERIFIED BY GFP's 6' - 6' gk.�EO PR�FFSS, 5. WARNING SIGNS AND PRECAUTIONARY MEASURES SHALL BE USED TO SPECIALTY ENGINEER. THIS SHALL BE VERIFIED SEPARATELY BY THE �c.5 ��GINE . goy ALERT AND INSTRUCT THE SYSTEM USERS AND GENERAL PUBLIC OF ALL ENGINEER OF RECORD FOR THE BUILDING STRUCTURE, BY A LICENSED it 81935PE POTENTIAL HAZARDS IMPOSED BY THE RDS. PROFESSIONAL ENGINEER HIRED BY THE BUILDING OWNER,OR IF HIRED, BY !// 6. WORKERS SHALL BE TRAINED ON THE PROPER USE, CARE,AND INSPECTION GFP's SPECIALTY ENGINEER. 1✓�1( �'`-' OF THE RDS BEFORE BEING PERMITTED TO USE SUCH EQUIPMENT. 2. ALL ANCHORAGES HAVE BEEN DESIGNED WITH A 4:1 FACTOR OF SAFETYEll POREGO7. ANYONE USING THE RDS SHALL HAVE AVAILABLE AT THE JOBSITE AT LEAST PER IWCA 1-14.1 (9.1.1) 9� FpT 9 goy 44� ONE OTHER INDIVIDUAL EQUALLY PROFICIENT IN THE USE OF THE SYSTEM 3. ANCHOR DESIGN LOAD=5,000 LBS / 11 QARD SNP AND RESCUE PROCEDURES. 4. ANCHOR ACCEPTABLE PROOF LOAD =2,500 LBS /RAY 8. "COMPETENT PERSON"MEANS A PERSON WHO IS CAPABLE OF IDENTIFYING 5. ANCHOR WORKING LOAD= 1,250 LBS ' , EXPIRSS: 06-30-2022 HAZARDOUS OR DANGEROUS CONDITIONS IN THE PERSONAL FALL ARREST 6. ANCHORS TO BE CAPABLE OF RESISTING LOADS IN ANY DIRECTION (360 SYSTEM OR ANY COMPONENT THEREOF,AS WELL AS IN THEIR APPLICATION DEGREES). DATE: 03/23/2021 AND USE OF RELATED EQUIPMENT. 7. ALL EXISTING STRUCTURES TO WHICH THE ANCHORAGE SYSTEM IS 9. "QUALIFIED PERSON"MEANS ONE WITH A RECOGNIZED DEGREE OR ATTACHED FOR PRIMARY SUPPORT ARE ASSUMED TO BE OF ORIGINAL PE SEAL PROFESSIONAL CERTIFICATE AND EXTENSIVE KNOWLEDGE AND STRUCTURAL INTEGRITY. DETAIL 1: RDS WORK ZONE EXPERIENCE IN FALL PROTECTION WHO IS CAPABLE OF DESIGN,ANALYSIS, 8. BUILDING OWNER SHALL VERIFY THAT THE EXISTING CONDITION AT ANCHOR FOR SAFE USAGE EVALUATION,AND SPECIFICATIONS IN THE SUBJECT WORK,PROJECT, OR LOCATIONS IS SIMILAR TO OR MEETS THE REQUIREMENTS OF THE PRODUCT. CONDITIONS SHOWN IN THESE DRAWINGS. GUARDIAN FALL PROTECTION 2 10. NO WINDOW CLEANER SHALL ATTEMPT TO CLEAN ANY SURFACE BEYOND SHALL BE CONTACTED IN CASE OF DISCREPANCY BETWEEN THESE LU THEIR REACH. SWINGING, SWAYING, OR ANY OTHER MANEUVER TO DRAWINGS AND EXISTING CONDITION. INCREASE THE AVAILABLE WORK AREA SHALL BE PROHIBITED. V) 11. ALL ROPES SHALL BE PROTECTED FROM CONTACT WITH ANY SURFACE THAT MAY ABRADE, SEVER,WEAKEN, OR DAMAGE IT. ANCHOR PLACEMENT GENERAL NOTES: _ to 12. CARE SHALL BE TAKEN TO LIMIT EXCESSIVE WEAR AND DEGRADATION OF 1. ANCHORS MAY BE MOVED FROM LOCATIONS SHOWN ON PLAN LAYOUTS BY W W z THE ANCHOR ATTACHMENT SURFACE. UP TO 2'-0"TOWARD OR AWAY FROM THE EDGE OF THE ROOF,OR BY 5'-0" P 0F_j`((-.\NE ,,,I C.) CO a 13. A COMPETENT PERSON INDEPENDENT OF THE USER SHALL INSPECT THESE PARALLEL TO THE EDGE OF THE ROOF AS LONG AS THE CONDITIONS SHOWN S 15° MAX ZLLI z SYSTEMS ON A BI-ANNUAL BASIS. FOR THE ANCHORAGE REMAIN THE SAME AND AS LONG AS THE NEW Fj Z tQ a fg 14. RETIREMENT OF THESE SYSTEMS SHALL RESULT IN TERMINATION OF ALL LOCATIONS ARE APPROVED BY A QUALIFIED PERSON. C� Q Z ® O o 0 COMPONENTS RENDERING THEM USELESS FOR ANY OTHER FALL 2. THE ENGINEER THAT DESIGNED THE SYSTEM OR AN ENGINEER WITH SIMILA' ° 2 > w PROTECTION USE. EXPERIENCE AND QUALIFICATIONS SHALL BE CONSULTED BEFORE sus,_ 15 MAX J j Z 15. NO SUBSTITUTIONS TO THE MATERIAL OR MANUFACTURER'S EQUIPMENT IS MODIFYING THE DESIGN. IONCl/yE F'- Z a Z U PERMITTED. 3. THIS SYSTEM IS DESIGNED TO BE PERMANENT AND SHALL NOT BE - Q 1 o 16. EXTREME CAUTION SHALL BE USED TO PREVENT THE HAZARDS OF A SWING RELOCATED. W o a FALL AT ALL LEADING EDGES. 4. ANCHORS SHALL NOT BE PLACED CLOSER THAN 6 FEET TO THE LEADING DETAIL 2: RDS ANCHOR PLACEMENT Z 17. SUSPENSION AND SAFETY LINE LOCATIONS SHOWN DO NOT RELIEVE THE EDGE OF A FALL HAZARD UNLESS FALL PROTECTION TO ACCESS THOSE FOR SAFE USAGE 0 W ~ LU USER OF ENSURING DROP LOCATIONS ARE BEING RIGGED AT AN ANCHORS IS PROVIDED. ACCEPTABLE ANGLE AND WORK IS BEING PERFORMED WITHIN THE I- Q 1 ACCEPTABLE RANGE. INSPECTION NOTES: Z 18. SUSPENDED WINDOW CLEANERS SHALL NOT REACH FURTHER THAN SIX 1. A COMPETENT PERSON INDEPENDENT OF THE USER SHALL INSPECT THESE W FEET IN ANY DIRECTION AS MEASURED FROM THE PLUMB LINE OF THE SYSTEMS ON A BI-ANNUAL BASIS. 0. SUSPENSION POINT ON THE BUILDING. RAPID DESCENTS, EXCESSIVE 2. A QUALIFIED PERSON TRAINED IN THE DESIGN, USE,AND INSPECTION OF (/) SWINGING,AND SUDDEN DROPS ARE PROHIBITED. (SEE DETAIL: 1) WINDOW WASHING AND FALL PROTECTION SYSTEMS SHALL INSPECT THE 19. IDEALLY, ANCHORS ARE TO BE PLACED IN LINE WITH THE SUSPENDED ANCHORS ON A ANNUAL BASIS. CO WORKER.WHERE THIS IS IMPRACTICABLE,ANCHORS MAY BE OFFSET NO 3. ALL WORKERS USING THESE SYSTEMS SHALL BE TRAINED ON THE PROPER MORE THAN 15 DEGREES FROM IN LINE (PERPENDICULAR)PROVIDED USE AND INSPECTION OF ANCHORS AND FALL PROTECTION & SUSPENSION DISPLACEMENT OF THE ROPE UNDER LOAD CAN BE PREVENTED. (SEE EQUIPMENT. DETAIL: 2) 4. PROOF LOAD ANCHOR TESTING IS REQUIRED ON 100%OF ANCHORS ISSUE I REVISED DATE INSTALLED PER OSHA 1910.27(b)(1)(1). pp APPROVED ❑REYt5E 3 REsusvrr U WORKER EQUIPMENT NOTES: ❑REVISE AS NOTED ❑REJECTED REVO 03/03/2021 O 1. ANCHOR LAYOUT DOES NOT PROVIDE FULL ROOF FALL PROTECTION ENVIRONMENTAL CONDITION NOTES: T°» "a��7« n'� ea'Z'r �«^a a� rampet &ty em the deagn cwrcapt end Mamat,peen nlee COVERAGE. ca+"rl.Mon D«u,e.Ns orly.Rnriew e!a specific lm,n snap nd x 1. EXTREME ENVIRONMENTAL CONDITIONS SHALL INCREASE THE FREQUENCY matateVeworana samdr PAA Icf ns item ba 2. canperwnt The CeiNaclo,lb respontittN Nr e'twiq Net dte ANCHORS SHALL BE RIGGED SUCH THAT THE USER CAN NEITHER FREE FALL OF INSPECTIONS REQUIRED. :amdir a wa,a a,"tavyapec„ oraana, o MORE THAN 6 FEET, NOR CONTACT ANY LOWER LEVEL. (OSHA 2. HIGH WIND LOADS AND PRECAUTIONS SHALL BE ACCOUNTED FOR IN THE ,�maedb, . 1926.502(D)(16)). WRITTEN FALL PROTECTION PLAN,AS DETERMINED BY THE COMPETENT ABHT Sbudural Engineers DRAWING NO: MN-1 3. USE OF ANSI Z359 APPROVED PERSONAL FALL PROTECTION EQUIPMENT PERSON OF RECORD FOR THE BUILDING. RST 03/25/2021 SHEET NO: to Revlewm ey Date 1 OF 4 THAT IS RATED TO 1,800 LBS MAXIMUM ARREST FORCE IS REQUIRED. PREPARED BY CJG Ili o z -- _.__ REVIEWED BY: CJG ENGINEERED Ao_yicr CRplif �:wnm.M t.,. , l atir� ease- 5' -- 6305 SOUTH 231ST ST KENT, WA 98032 `•� 2' —,.. r. A PHONE:800.466.6385 41 I \\Nsi 0 / RgD PROFF \e_ _ .1- I 11.-E-1 B 10' 12 ��y��aG1 N e •, Ss/o14 66 2,H13'11 * T1H143 , OJ m ���GARD SAP m EXPIRES' OCr30.2022 -'.1/ B B 7\11-1,__ 14DATE: 03/23/2021 PE SEAL \s\\M ' 3/ -- t O _ 7'7. o ) L ( ) UJ i H 7. EI CI I_0)�'7' 00'/ � I 1 10:I o 7 3' Be1-I 1 1 WW Z V CD o — f7' ZpC (.9 ZQ ZZw2 V ,7 s_ coWaco8 f �0 � � Z Qe cc J _ zOC 4' I•L " Q 0 03.r, 'II I a a INC0 aOa F� C _- ., _ LU EMI IME1 O 1, • a — aotea '' SE3 eaaa — e eoaa (_ I I �w _yl Z LU C. p GO IX nPnrOYED ❑H'-VISES RESUBMIT it ❑REVISE AS NOTED ❑REJECTED ISSUE/REVISED DATE �,I GUARDIAN SYSTEM LEGEND ROOF PLAN VIEW Ras chaperoning°hI de n nc`°POB"�mation�'a" REVO 03 o3i202, II O GUARDIAN S-18 ANCHOR amP teli„�� ade�n��,an Inmmat �e h,n Co tochon Dacomore ony.leer*al a cooedfrom shag ro; d SCALE"1/16"=1'-0" m melee the wee d an assembly erred)ale Rem e a mponent To Contractor is es/Penmen for ansunno that the r asserody Wee,and Trot on y apnea ascent),Items,nave been x &Meted to,approve. Ce ABHT Structural Engineers o RST 03/25/2021 Renewed By Dam DRAWING No: WW-2 SUSPENDED MAINTENANCE GENERAL NOTES: SHEET NO 2 OF 4 1. SEE SHEET 1 FOR GENERAL NOTES, WORKER EQUIPMENT NOTES,AND w STRUCTURAL NOTES. PREPARED CJG o -- -- ____ REVIEWED BY. CJG INSTALLATION NOTES: ENGINEERED - 1. THE INSTALLATION SPECIFICATIONS SHOWN HAVE BEEN SI RVICF SSGROUP DESIGNED TO MEET IWCA AND OSHA REGULATORY 6305 SOUTH 231ST ST REQUIREMENTS FOR FALL PROTECTION AND ROPE DESCENT. KENT, WA 98032 PHONE:800.466.6385 2. CONTRACTOR SHALL VERIFY ANCHOR HEIGHT ALLOWS ADEQUATE CLEARANCE FOR WATERPROOFING. 3. WATERPROOFING AND ASSOCIATED ROOFING WORK SHALL BE PERFORMED BY OTHERS. ��¢Eo PROFESS 4�`y 4�G I N F• i0y 9 it- 81935PE-4P.e/i r OREGO ce • NIP !y Far 9,2°o (4)GALVANIZED 1/2" THREADED ROD S-18 ANCHOR /<<ARO SNP II EXPIRES: 06-30-2022 ASSEMBLY WITH (4) HEX NUTS &(2) (ITEM #1) FLAT WASHERS; TORQUE TO 40 FT. LBS; DEFORM THREADS ON EACH DATE: 03/23/2021 SIDE TO PREVENT TAMPERING (ITEM#2) PE SEAL op_ ::1] .1+.... 1 LLI `BLOCKING PER I" 3x3x3/8' STRUCTURAL, MIN CO CO WASHER PLATE �" (ITEM#3) II I hi W 6" DEEP v a 1 \\ 111 `TAPERED P/E ROOF Z ~ ri Z Q ® a m REF.9/S7.01 TRUSSES $ 2, F ® O 0 Z t z ® Q Q .4 U hNi O DETAIL 1: S-18 ANCHOR INSTALLATION J ec Scale:3/4"=1'0" V 0 Z w Qa W Q CO Z W C�/� V/ M U, DI APPROVED ❑REVISE a RESUBMIT ISSUE 1 REVISED DATE li ❑REVISE AS NOTED 0 REJEGTEJ Dt W Tnia slap d:awlmq,avlew is lo,paural conremanca and REV 0 03/03/2021 a conpadptlly Olin the design concept and rmadon clan In the d CesloWon Documents only.Review of a condie hem Sus nen P- include the meiir n vl an ensemMy d nairlt rho pen Ia a wmpprlud.Tnc Ceerobor is responsible for ensudne lhal Ile assembly',Nab we no,Only ep0e0IK assembly Rem,,have beer 'mead fon app.-sea. X U. ABHT Structural Engineers RST 03/25/2021 DRAWING NO: WW-3 Q Reviewed Ey Dale SHEET NO: 3 Of 4 rn iti *ALL NOTES MARKED WITH ASTERISK ARE TO PREPARED BY CJG o BE DESIGNED AND PROVIDED BY OTHERS z REVIEWED BY: CJG " . ENGINEERED SE.RVIC[S(CROUP 6305 SOUTH 231ST ST KENT, WA 98032 PHONE:800.466.6385 QED PROF6. (4) HEX NUT (2) FLAT WASHERS ��y��All �GINEF sso 9_ Q. 81935PE ilt; 1' y Sy OREGO 1/2" DIAMETER X 18" LONG J- 6--OT g 2o0 F4� o 0 o I ALL-THREAD ROD(CUT TO �'/[LARD S• NP 4-3/8" 0 O o f LENGTH IN FIELD) 1' EXPIRES: 06-30-2022 OTHREADED ROD ASSEMBLY SCALE:1-1/2"=1'-0" DATE: 03/23/2021 I 05/8" PE SEAL DROP FORGED EYE TAP 3/16" 3116"THICK x 3-5/8" DIA. 2 PLCS. ASTM A36 CAP PLATE 1 3.5"SCHEDULE 80 PIPE ASTM A W 53 GRADE 6 y3 ~ 1' 6'n (4.00"O.D./3.36"I.D.) COL" 1 CO I 16 --"NNi 1 5/16" w 1 3 W I_ I ii —I U Z ` 1 } 5/8" J 12x12x5/8" Z Q C IIZ ASTM A572 PLATE 3„ A 4 Z O Cl) a no 8 — W J s W WASHER PLATE 0 O S-18 ANCHOR 3 Q Q 2 0 1 SCALE:314"=1'O' O SCALE:1-1/2"=1'-0" w j ui ® Q W 0 a a� U 0.. ct di CI 2 V Q. r z W Cl. CO m in .APPROVED ❑REVISE B RESUBMIT ISSUE/REVISED DATE x REVISE,AS NOTED ❑PEJECTEC REV 0 03/03/2021 Dd This shop drawing review is lot penerall conhamance and 0. wmpatidhly'MN pea aeaig n concept ag1 inbrnw6w,preen in pre I., Conshucten Coomrems only.Review el a specific tiers shall rot t MATERIALS LIST Corsages esIsrertywlelar o-einmi,a cornmeal.re Theendnett h reapensissemby hams, Net ma assembly reienwS,end net Silty IPee'fie assembly hums.have Steen CC ITEM QTY PART NUMBER DESCRIPTION DIMENSION MATERIAL sehMi"Be tor aper°a` of ABHT Structural Engineers w 1 21 GUARDIAN PART#45024 S-18 ANCHOR 03/25/2021 DRAWING NO: Wryy.q SEE DETAIL GALVANIZED STEEL RST 0 Renewed By Date SHEET NO: 4 OF 4 co 2 84 GUARDIAN PART#53957 THREADED ROD ASSEMBLY 1/2"-13x18" GALVANIZED STEEL PREPARED BY: CJG 3 84 GUARDIAN PART#53242 WASHER PLATE SEE DETAIL GALVANIZED STEEL REVIEWED BY: CJG Structural Calculations 2 Project: Tigard Triangle Calculations Prepared By: LCP Description: Anchor I— t• • 0517r :ROD FORGED EYE TNT 44 1.15" 3-E;Er A. TV A3E CAD PIATi:i --- 3.5'..Xt. ..4J4..E ED DPE ACTAI 53 GRADE E 1.1 CT 0 )13T 1 12c1Zr51' ATM AE72 PLATE 8-18 ANCHOR 4.4 e- • Structural Calculations 3 Description 5-18 Anchor Location and Type of Anchors Are anchors for window-washing tiebacks?(1=No,2=Yes) 2 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=hl+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 01=Case 1-Potential Angle(degrees)= 86.645 Phl=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(Ph1,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(fb1,fb2)(ksi)= 49.656 a=Combined Stresses(ksi)_(fv^2+fb^2)^.5= 50.942 Fu/a= 2.650 >1.00 (OK) Weld of Drop Forged Eye Hoop Electrode Type= E70 FEEx=Electrode Strength(ksi)= 70.090 Structural Calculations 4 Description I5-18 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(inA2)=wt x Lw= 0.373 Ph=Design Horizontal Load(kips)=Max(Phl,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 FEE%=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)=2Tt(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(iO3)=rtRav^3 x w= 5.407 Sx=Section Modulus(in^3)=ix/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)=Ph1 x h2= 0.722 fb=M1/Sx(ksi)= 0.292 fv=Phi/Aw(ksi)= 0.168 01=(fv^2+fb^2)^.5(ksi)= 0.337 FEEx/01= 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 tp 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 cr2=(f).02+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(103)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 Structural Calculations 5 Description S-18 Anchor Ray=Average Radius(in)=(do+di)/2/2= 1.840 Ag=Area(inches^2)=n(do"2-diA2)/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)=Ph1/Ag= 0.079 Fu/fv= 758.55 >1.00 (OK) o1=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/2(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) of=Combined Stresses(ksi)=1/((fb/Fu)A2+(fv/Fu)^2)= 5.68 >1.00 (OK) Weld at Base of Pipe to Steel Base Plate,Beam,Etc. Electrode Type= E70 FEEX=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)=2n(Rx+w12)= 13.55 wt=Effective Throat Thickness(in)_(w"2/2)".5= 0.221 Aw=Effective Weld Area(in42)=wt x Lw= 2.994 Rwx=Max Weld Radius(in)=Rx+w= 2.313 Ray=Average Radius(in)_(Rx+Rwx)/2= 2.156 lx=Moment of Inertia(inA3)=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=Phi/Aw(ksi)= 0.098 a1=(fv"2+fb^2)4.5(ksi)= 1.41,1 FEEx/a1= 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 o2=(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)= i 0.6250 bp=Plate Width Perpendicular to Direction of Load(inches)4 12.000 Structural Calculations 6 Description 5-18 Anchor bl=Plate Length Parallel to the Direction of Load(Inches)= 12.000 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 a1=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=E 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 a1/(E(ai)A2 x ni)= 0.754 T2=Avg Tens./Fast.in Other Rows(kips)=(Ph x h)x a2/(E(ai)^2 x ni)= 0.000 T3=Tension/Fastener in Last Row(kips)_(Ph x h)x a3/(E(al)^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 Li=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 Q3=Force from 3rd Row of Fasteners=n3*T3(kips)= 9.623 Q=Force on Support=n1*T1+n2/2*T2+n3*T3(kips)= 11.130 LS=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 E1=Eccentricity of Force from First Row of Fasteners(in)=L2= 2.475 M1=Moment from First Row of Fasteners=Q1*E1(in.kips)= 3.730 Mpl=Max Plate Moment(kip-in)=Ms-M1= 19.087 Z =Plastic Modulus(iO3)=bp x dp^2/4(iO3)= 1.172 fb=MPUZ(ksi)= 16.3 Fy/fb= 2.57 >1.00(OK) Structural Calculations 7 Description 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(inchesA2)=n(d^2)/4= 0.196 Fastener-Stresses(Multiple Fasteners) T=Tension per Fastener(kips)=Max(T1,T2,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 tv=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)= 3.00D Backer Plate Pull-Out at Wood-Blocking Shear n=#of Fasteners= 4 Tb=Wood Thickness at Backer Plate(inches)>= 6.000 Fv=Allowable Blocking Shear Stress(psi)= 150 1 =Time Effect Factor= 1.00 =Resistance Factor= 0.75 Kf=Format Conversion Factor= 2.88 Fu=Ultimate Blocking Shear Stress(psi)=Fv x A x Kf= 432 Fy=Yield Blocking Shear Stress(psi)_4 x Ev x 1 x Kf= 3�4 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(inches42)=Tb x P= 72.000 P=Max Fastener Tension(kips)=Max(T1,T2,T3)= 4.812 fv=Shear Stress(psi)=P/A= 66.8 Fy/fv 4.848 >1.00(OK) UA R DIA N Product Name: S-Anchor Part#: 00653; 00690; 45020; 45022 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 _ _ 4 Installation and Use _ 5 - 7 Maintenance, Cleaning, and Storage _ _ 7 Inspection _ 8 Inspection Log _ 8 Safety Information 9 Labels _ __ _ 10 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 Es Business Development BradleyD@guardianfall.com 800-466-6385 ext. 152 PHONE: 1.800.466.6385 FAX: 1.800.670.7892 ADDRESS:6305 SOUTH 231ST STREET KENT,WA 98032 GUARDIAN Labels G"' pit A' 5-Anchor Type A/T anchorage connector. UA R D� 5,000 lb.MBS(minimum breaking strength). FALL PROTECTION YYY Part#: Worker Capacity range(including all equipment):130-420 lbs. 1-800-466-6385 • 1,250 lb.working load with 4:1 safety factor. www.guardianfall.com Minimum service temperature:-30°F. DOM: Only make compatible connections.Refer to Instructions for proper Compliant with OSHA 1910,OSHA installation and connection methods. • 1926 Subpart M,ANSI A10.32-2012, All PEAS equipment must be selected and deemed compatible with ANSI Z359.78-2017,&IWCA 1-14 1-2001. 5-Anchor Anchor bya Competent Person. Serial#: P Prior to use,read and understand all Suitable for fall protection and suspension work.NEVER for simultaneous manufacturer's Instructions provided fall protection and suspension.Design,installation,and use of suspension with equipment at time of shipment. system must be in compliance with OSHA,ANSI,and IWCA regulations. MAXIMUM 1 connection Avoid contact with hazards,including,but not limited to,heat, per anchor. chemicals,electricity,and sharp or abrasive edges and surfaces. • Inspection Grid User must inspect prior to EACH use.Competent Person 1 F M A M J J A 5 D N D , must complete formal inspection every 12 months. Date of First Use: Competent Person to inspect and initial. 20_ �p k . Product lifetime is indefinite as long as equipment 20 passes pre-use and Competent Person inspections. If equipment fails inspection,IMMEDIATELY REMOVE FROM SERVICE 20_ © . label part II/coo 20 DO NOT REMOVE LABEL 20_-_ C -'r tos 00 • { eswavn 3'Y A^`q tv k rr x� Safety Information GUARDIAN x';5 Failure to understand and comply with safety regulations may result in ilk serious injury or death. Regulations included herein are not all-inclusive, WAR1_I, NG are for reference only, and are not intended to replace a Competent eilissiods Person's judgment or knowledge of federal or state standards. < , 41 Do not alter equipment. Do not misuse equipment. Workplace conditions,including, but not limited to,flame, corrosive chemicals, electrical shock,sharp objects, t=' machinery, abrasive substances,weather conditions,and uneven surfaces, must be assessed by a Competent Person before fall protection equipment is selected. { "` T ti The analysis of the workplace must anticipate where workers will be performing their duties, the routes they i will take to reach their work, and the potential and existing fall hazards they may be exposed to.Fall r ; 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. I ,. 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. 1 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 ' t. 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 x, X 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 f4,,�',.y1. 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 h ; equipment. Pregnant women and minors must not use this equipment. w ' 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. s GUARDIAN Inspection Prior to EACH use, inspect 5-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 S-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 S-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 S-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 inspections. User must inspect prior to EACH use.Competent Person other than user must complete formal inspection at least every 12 months. Competent Person to inspect and initial. J ' FM ' AIM FJ [ JIIA S O1N ' D YR 1 YR -- YR I YR i YR This inspection log must be specific to one 5-Anchor.Separate inspection logs must be used for each 5-Anchor.All inspection records must be made visible and available to all users at all times. If equipment fails inspection IMMEDIATELY REMOVE FROM SERVICE. GUARDIAN Installation,S-Anchor Weld-On Post(part#45020): S-Anchor Weld-On Post must be installed by an American Welding Society(AWS)certified welder in accordance with all applicable welding regulations. Post diameter: 4" u Welding must Fillet weld: .3125" (5/16") be done by AWS Minimum beam flange width: 5" certified welder Maintenance, Cleaning, and Storage If 5-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 5-Anchor. Remove all dirt, corrosives, and contaminants from 5-Anchor before and after each use. If S-Anchor cannot be cleaned with plain water, use mild soap and water, then rinse and wipe dry. NEVER clean 5-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. h , l'r GUARDIAN Installation,S-Anchor (part#00653 and 00690) Wood Install: DO NOT INSTALL 5-ANCHOR ON WOOD SUBSTRATES. Metal Install: D0 NOT INSTALL S-ANCHOR ON METAL DECKING. Installation onto structural metal beams is permitted (see backer plate install). Concrete Install: tut MINIMUM substrate requirement: 6"thick, 2,500 psi. I All fasteners embedded Installation must be done a MINIMUM 8"from all Min. 6"thick into substrate min. 3.5" edges.Hilti HIT-HY 200 epoxy or equivalent is required for installation of Hilti HIT-Z Rods. . PI I ' 4 g 5-Anchor Fasteners:(8).5" Hilti HIT-Z Rods x. (or equivalent),with minimum 3.5"embedment. "Sample profile shown only 1) Place 5-Anchor at selected installation location; 2)Install all fasteners until snug,and ensure 5-Anchor is fully secured to substrate; fu) 3)Always refer to bolt manufacturer's instructions (2).5" Lock Washers regarding fastener installation. a and(2).5"Hex Nuts per Threaded Rod Backer Plate Install(part# 10683): " Compatible beam width: 6"- 8"w. il■I • Fasteners MUST be(8) .5"Lock Washers, (8).5" Hex Nuts, and(minimum 4).5",A307 Threaded Rods, * cut in the field to the proper length. Backer plate installation may also be done on structural member other than I-beam, provided structural member is deemed 1)Place 5-Anchor Anchor at compatible installation location;2)Secure Backer Plate to S-Anchor with all compatible by jobsite Competent Person required fasteners;3)Tighten all fasteners until snug,and ensure 5-Anchor is secured to substrate; 4)Deform threads on all fasteners to prevent tampering. w.( L ro GUARDIAN Components and Specifications Connection Point Type A 8 Type T anchorage connector. Minimum permitted service • / Anchor Post temperature: -30°F. IC 5,000 lb. MBS (minimum breaking strength). Fastener Materials:galvanized steel. installation holes(x8) Ai/Base Plate Standeni Swi ITop Post Buse Description #00690 #00653 24" 12"x 12" 5-Anchor #45020 j 24" • _ S-Anchor Weld-On Post(w/Steel U-Bar) #45022 - 24" - 5-Anchor Weld-On Post(w/Stainless Steel U-Bar) #10683 - - 12"%12" S-Anchor Backer Plate Installation and Use INEAll installation of S-Anchors MUST be approved by a Competent or ARNIdV( Qualified Person, or by a Guardian Fall Protection certified installer. MINIMUM substrate thickness requirements: Substrate fastener requirements: • Do not install on wood or metal substrates. •Concrete:/"x 31/"concrete bolts.Qty.8. •Concrete:6",2,500 psi or better. S-Anchor roof slope compatibility: • Flat-sheer. •Any installation past sheer(for example, on the underside of a beam)must be done in combination with backer plate. Prior to use,plan your system: 1. Ensure all PFAS equipment is selected and deemed compatible with S-Anchor by a Competent Person. 2. Eliminate or minimize all risk of swing fall. 3. Ensure structure to which S-Anchor is to be installed, and on which work is to be performed, is free of all hazards, including, but not limited to,debris, rot, rust,sharp or abrasive edges and surfaces, and hazardous materials. 4.A Qualified Person must determine that structure to which S-Anchor Is to be installed is rated to withstand minimum required loads.There are no minimum or maximum spacing requirements for 5-Anchors, provided structure is of sufficient strength. 5. For all 5-Anchors,all applicable fastener holes MUST be used and all fasteners MUST be fully embedded in substrate. NEVER over-tighten fasteners. 6. S-Anchor is rated for loading in any direction provided it is installed as prescribed.Suitable for use in FILL applications. GUARDIAN Compatibility:When making connections with 5-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 5-Anchor by a Competent Person.All connector gates must be self-closing and sell-locking, and withstand minimum loads of 3,600 lbs. See the following for examples of compatible/incompatible connections: Connector "" closed and to Ill Connector i nteggrara l locked to / w- t D-ring.OK. f• NO.� lanyard. N. Utow Two connectors s, Connector to same 4-- `, directly to D-ring.NO. , r.' webbing. .r NO ,e y Incompatible ^^^� " or irregular -"' ..-' Connector application, directly to z�7 which may horizontal increase riskOP, lifeline.NO. ��'; of roll-out.NO. _' ,,. . " 40 Two or more / " snap hooks or r' " y •� carabiners connected to • - ' " each other.NO. ', ' ; w A. 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 0.total Working Angle From Along Root Edge From x:Working Distance Leading Edge(Y) (Either Direction)(X) Perpendicular(0) Along Leading Edge —"�,--- — 8, S3°— — Y.Distance From "T' Leading Edge ' 10' 9' 9" 45° 15' 11'-7" 38' Y ' R i, 20'. 13'-3" 33° a'11 I ' 16' 28°' 22'-3" 21° For example,it 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 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. Anchor Point Level w/Dorsal bring 411 o- 1l • 6'Free Fall 12'Free Fall Lanyard Lanyard Anchor Point 1 e at Foot Level Free Fall Distance Deceleration Distance Harness Stretch 4 Safety Factor Swing Far* r.5' "Eliminate Swing Fall whenever 2' possible!If Swing Fall exists, always account for additional r5' fall clearance. • 2' x 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 Product Specific Applications Use of equipment in unintended applications may result in serious injury or death. Maximum 1 attachment per connection point. Personal Fall Arrest:S-Anchors may be used to support a MAXIMUM 1 personal fall arrest system (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., or achieve a minimum 2:1 safety factor, as determined by a Qualified Person,Maximum free fall is 6',or up to 12' if used in combination with equipment explicitly certified for such use. If PFAS anchor point is intended for permanent installation,it must be designed for use in Fall Arrest.Applicable D-ring: Dorsal. r AME Restraint:S-Anchors may be used in Restraint applications.Restraint systems prevent workers 0 .., from reaching the leading edge of a fall hazard.Always account for fully deployed length of `= lanyard/SRL.Structure must withstand loads applied in the directions permitted by the system of k/ 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:5-Anchors may be used in Work Positioning applications.Work Positioning systems allow a worker to be supported and work freely with both hands.Structure must 'u. withstand loads applied in the directions permitted by the system of at least 3,000 lbs. Maximum az�m allowable free fall is 2'.Applicable D-rings;Side. Rescue/Confined Space:S-Anchors 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 i; 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. `` GUARDIAN Introduction Thank you for purchasing a Guardian Fall Protection S-Anchor.This manual must User Information be read and understood in its entirety, and used as part of an employee training program as required by OSHA Date of First Use: or any applicable 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 use the User: S-Anchor,and all fall safety equipment used in combination with the 5-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 r3, t 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. a S-Anchors are additionally compliant with ANSI/IWCA I-14.1-2001 Section 9 requirements for ,k. tie-back/suspension anchorages for window washing or facade maintenance equipment.Caution:not all S-Anchors comply with CalOSHA section 3291 (f)for roof tie-back/suspension anchorages, which are required on all buildings in California over 36'(or three stories), with certain rare exceptions. Contact Guardian's Engineered Services Group(ESG)for more information or for anchors compliant with CalOSHA standards. Worker Classifications CAUTION Understand the following definitions of those who m 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.