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Plans (272) ry ts, NOV 2 ?" BFIT — TIGARD CFRP SUBMITAL c ofTigani REVISED 11/2/16 . .r.ve l plans B *;4°.. Date (4/. OFFICE COPY CS `7 CO(k 1- REVISION ARCHITECT I ENGINEER rir-„ ,j OF RECORD REVIEW ! ! * q t * e .[i IED [ ]No exception taken [ ]Resubmit � �t . " "� =�"'' a; 'Code [ ]Make corrections noted [ ]Not reviewed Fr Reinforcing Steel ckenzie's review is only for conformance with the design p = rat um inq at 1:17 pm,Nov 02,2018 C ncept of the project and for information given in the structural d curnents.Nonconformities and errors detected are noted. f Special Mor yo t'F sis ing Concrete Frame y deviation from plans or specifications not clearly noted by the c ntractor has not been reviewed. Review shall not constitute a complete 0 Reinforcing St of&Prestressing Steel Tendons c eck of all detailed dimensions or count responsibility for any error or d•viation from contract requirements. La.d Sttt.tt zurf':i ino u is review does not include engineering calculations or review of Kgh-streoght Bating c,ntractor's engineering calculations unless expressly noted herein. The d•sign of elements contained in this submittal is the responsibility of the 7 Structural professional whose professional stamp appears on this drawing. 0 Reinforced Ciyosuiri Concrete MACKENZIE. 0 insualatin Concrete n-crete •ill By: tsk Date: 11/02/2016 0 Spray Ap y ic'.0 i:ire-Piesistive Materials Piilliigs,Drilled ors and Caissons .SJ4[otcret 3 0 Special Cradio.g, Excavation and Filling 0 SrnokeC n.tio Systems Other insz ectOns. _ KL STRUCTU RES B FIT Pacific Corporate Center Tigard: Roof Level MF Beam Strengthening FRP SUBMITTAL Date: November 2, 2016 9,t PROFt Performed For: Pioneer Waterproofing , 0, c , ;. 14830 SW 72nd AVE Tigard, OR 97224 Performed By: KL Structures, LLP i1/414‘ 3909 Teaff Street Austin, TX 78723 OrPV4z. 06/30/2017 Contact: Chris Lewis, P.E. / Ravi Kanitkar, S.E. Phone: (830)832-2383 Date: November 2016 KL Project: B FIT Pacific Corporate Center Tigard,OR B FIT Pacific Corporate Center Tigard,OR, Concrete Moment Frame Beam FRP Strengthening Calculations& Drawings Introduction: This project involves the flexural strengthening of 3 existing interior concrete moment frame beams for the B FIT Pacific Corporate Center in Tigard, OR. This submittal details the flexural strengthening requirements per the project bid documents and contains the calculations and FRP installation drawings. Project Information: The project involves the flexural strengthening using FRP of 6 beams at their column/beam joint for 3 existing interior concrete moment frames.The FRP design and installation is based on the following documents provided by Pioneer Waterproofing and MacKenzie: • Provided the drawing sheet S8.1 for the B FIT Pacific Corporate Center project titled "Structural Details" by MacKenzie and dated September 16, 2016. • Updated drawing A3 modified providing various coordination issues-approximate sub purlin locations and location of the 3 moment frames with the proposed FRP layout. The drawing was modified version of sheet A3, Foundation, Floor& Roof plans. • Site pictures showing exposed portions of one of the existing concrete moment frames. • MacKenzie markup/comments on preliminary FRP beam detail and section. The design of the FRP complies with the above listed documents. Relevant FRP calculations and installation drawings are attached to this report. The FRP system selected for this project Milliken RenewWrap ESR CF600 system.The datasheets for the material and the ECC ESR are included in the Appendix. References: The following references are used in this design: 1. ACI 440.2R-08, Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures,American Concrete Institute, 2008. NA 1 • Date: November 2016 Project: B FIT Pacific Corporate Center Tigard,OR 2. ASCE 41-13, "Seismic Evaluation and Retrofit of Existing Buildings, American Society of Civil Engineers, 2013. Relevant Information/Design Assumptions: 1. Bid document scope was revised to require only the positive and negative flexural strengthening of the moment frame beam using FRP within 6 feet of the beam/column joint. All other structural considerations such as overall MF design, confinement of the beam/column joint, other connected elements such as, glulam beams and purlins, foundations, load-transfer to/from the columns, etc. are beyond the scope of this effort. 2. The FRP flexural strengthening is based upon providing FRP on each face of the beam with a moment capacity greater than the (provided) expected moment demands Qud (908 k-ft) less the expected (provided) moment capacity of the beam mkQce (596 k-ft) = 312 k-ft.The moment demands and capacities are to act in both directions so the FRP is to be designed for positive and negative moment on that section of the beam. 3. The existing reinforcement is assumed to have an expected yield strength of 75 ksi. 4. For the expected existing concrete slab f'c=4,500 is per bid documents 5. The FRP KL Structures has not verified the accuracy or adequacy of the strengthening requirements. 6. KL Structures has not performed any site verification of the as-built conditions. All dimensions and other details shall be per the bid documents. 7. All the calculations performed are only for the strengthening listed in item 1 & 2 above without considerations for the structural performance of the strengthened members within the global structural system. As such, these calculations do not represent any warranty on the global structural performance of the members or the overall structure. Attachments: The following are attached to this summary: 1. FRP Strengthening Calculations • Calculation Sheet FB.1-FB.8 2. FRP Installation drawings • S1.0—Roof Partial Plan • S2.0— FRP Notes and Detail 3. Appendix containing material Information such as material datasheets, ICC ESR etc. NA 2 N z O H 5 m U J a U Positive Moment Flexural Strengthening of an Existing Concrete Beam with FRP FB.1 Project: B FIT Tigard,OR Girder/Beam No: (E)MF Beam Ref: ACI440.2R-2008 Bottom of Beam:+Moment Concrete Girder: Depth= 72 in Width= 10 in Effective Width= 10 in Rebar = 2#6&2#6 = 1.76 in2 Contibution of reinforcing is included d = 69.63 in,where concrete cover= 2.00 in Composite Wrap: Type: , Milliken RenewWrap ESR CF600 Uni-directional CFRP Fiber type: C Enter C for Carbon,G for Glass,or A for Aramid Exposure conditions: I Enter I for Interior, E for Exterior,or A for Aggressive Manufacturer's Properties: Environmental-Reduction Factor: Design Properties: ff„}= 119.00 ksi CE= 0.95 ff"=CEff,"= 113.05 ksi Ef• = 9,600.0 ksi (Table 9.1,ACI 440.2R,2008) Ef = 9,600.0 ksi Ef • = 0.01100''in/in Efu=CEEf"y= 0.01045 in/in Thickness of ply,tf= ' 0.05 in Bottom: Width,wfbi= 0.0 in of bl= 1 Beam bottom FRP Width,wf b2= 0.0 in of b2= 0 Additional bottom layer Side 1: 1-f sl= 16.0 in nf51= 2 Side 1 FRP Side 2: Lf 52= 16.0 in of 52= 2 Side 2 FRP ys= 0.00 in Dist to FRP from beam bot Material Data: f c = 4500 psi Ec = 3824 ksi ecu = 0.0030 f = 75 ksi E, = 29000 ksi e = 0.0026 Factored Flexural Demand: Mu = 312.00 k-ft Remarks: The original depth of MF beam was noted at 4'-0". The as-built depth appears to be much larger closer to 8'-0".For conservation we use a depth of 6'-0". The moment demand on the FRP is based upon information provided in the bid documents sheet 58.11 titled"Structural Details"by MacKenzie and dated 09/16/2016. The moment demand given on detail 6/58.1 is Qud=908 k-ft with an expected moment capacity equal to mkQce=596 k-ft. The moment demand on the M frp=908 k-ft-586 k-ft= 312 k-ft Positive Moment Flexural Strengthening of an Existing Concrete Beam with FRP FB.2 Project: B FIT Tigard,OR Girder/Beam No: (E)MF Beam Ref: ACI440.2R-2008 Bottom of Beam:+Moment Capacity: Determine the existing level of strain in the beam(at service level loads),ACI 440.2R,10.2.3 Assume only DL on the beam with a cracked section et); = MDL(df-kd) where,MDL= 216.6 k-ft IcrEc Icr= 50067 in4 k = 0.178 = 0.00081 A, = 1.76 in2 Ys = 8.38 in,from bottom of beam Af bot = 0.00 in2 Yf bot = -0.025 in,from bottom of beam Afsidesl = 1.6 in2 Yfsides = 8 in,from bottom of beam Afsides l = 1.6 in2 yfsides 2 = 8 in,from bottom of beam Check maximum permissible effective design strain in FRP system n Eftf bot = 960000 efd bot = 0.083(f'C/nEftf)03 ACI 440.2R-2008, Equation 10-2 efd bot = 0.0057 Determine c,the depth to the neutral axis Cest= 9.72 in. efe bot = ecu(df-C/C)-Ebi 5 Efd = 0.0184 ACI 440.2R-2008, Equation 10-3 0.0057 Use maximum permissible strain efe = 0.0057 efe s1 = eca(df-C/C)-Ebi 5 Efd = 0.0159 0.0057 Use maximum permissible strain efesi= 0.0057 efe s2 = ecu(df-C/C)-Ebi 5 Efd = 0.0159 0.0057 Use maximum permissible strain efe s2= 0.0057 Concrete strain es = 0.0010 Assumed 0.003 for computation of design strength Steel strain es = 0.0062 Steel yields ACI 440.2R-2008, Equation 10-10 Cact= Asfs+Afffe ACI 440.2R-2008, Equation 10-12 a1f',01b where, 131= 0.83 al and 01 define the rectangular compression a1= 0.85 block for the actual nonlinear stress distribution = 9.72 in. OKAY Positive Moment Flexural Strengthening of an Existing Concrete Beam with FRP FB.3 Project: B FIT Tigard,OR Girder/Beam No: (E)MF Beam Ref: AC1440.2R-2008 Bottom of Beam:+Moment FRP&Steel Stresses fs =csE5 = 75 ksi Steel yields ffe =Efe bot Ef = 54.6 ksi 0.48 ffu ffe =Efe sl Ef = 54.6 ksi 0.48 ffu ffe =Efe s2 Ef = 54.6 ksi 0.48 ffu Ultimate moment capacity of beam with FRP, Mn5 = Asfs(d-131c/2) ACI 440.2R-2008, Equation 10-13 721.8 k-ft Use=> 0.0 k-ft Existing steel contribution not included Mnfrp = Afffe(df-131c/2) ACI 440.2R-2008, Equation 10-13 872.9 k-ft mgrfMufrp= where(I) = 0,90 (Eqn 10-5) & = 0..85 667.8 k-ft DMnfrp= 8013 k-in = 667.8 k-ft >= 312.0 k-ft Design Criteria DCR = 0.467 OKAY =>Use 2 layers x 16 inch wide ofMilliken RenewWrap ESR CF600 Uni-directional CFRP on each side face of beam Positive Moment Flexural Strengthening of an Existing Concrete Beam with FRP FB.4 Project: B FIT Tigard,OR Girder/Beam No: (E)MF Beam Ref: ACI440.2R-2008 Bottom of Beam:+Moment Stresses in Materials Under Service Loads Stress in Reinforcing Steel (using a cracked section analysis) [MS + eb,A Eca - )](d_ kd)ES f,s (10-14) kciN ASES(d—k-±9(d—kd) +A,.E dr— (dr—kcal) k= 0.178 fs,s= 27.5 ksi <_ 0.80 fy 60.0 ksi OKAY ACI 440.2R-2008, Equation 10-6 Stress in Concrete fps = 2(Asfs,s+Afff,$)/(kd *width) = 1.2 ksi 0.45 Pc 2.03 ksi OKAY ACI 440.2R-2008, Equation 10-7 Stress in FRP df— kd f:;S is,s E d— kd £biEf (10-15) ) = 9.5 ksi <_ 0.55 ffu 62.2 ksi OKAY ACI 440.2R-2008,Table 10.1 Negative Moment Flexural Strengthening of an Existing Concrete Beam with FRP FB.5 Project: B FIT Tigard,OR Girder/Beam No: (E)MF Beam Ref: ACI440.2R-2008 Top of Beam:Neg Moment Concrete Girder: Depth= 78 in Width= 10 in Effective Width= 10 in Rebar = 2#6&0#0 = 0.88 in2 Contibution of reinforcing is included d = 75.63 in,where concrete cover= 2.00 in Composite Wrap: Type: Milliken;RenewWrap ESR CF600 Uni-directional CFRP Fiber type: C Enter C for Carbon,G for Glass,or A for Aramid Exposure conditions: I Enter I for Interior,E for Exterior,or A for Aggressive Manufacturer's Properties: Environmental-Reduction Factor: Design Properties: ff" = 119.00 ksi CE= 0.95 ff„=CEffu"= 113.05 ksi Ef = 9,600.0 ksi (Table 9.1,ACI 440.2R,2008) Ef = 9,600.0 ksi E f = 0.01100 in/in Efu=CEEfu*= 0.01045 in/in Thickness of ply,tf= 0.05 in Bottom: width,wfbi= 0.0 in nfbl= 1 Beam bottom FRP width,wf b2= 0.0 in of b2= 0 Additional bottom layer Side 1: Lfsi= 16.0 in nf51= 2 Side 1 FRP Side 2: Lf s2= 16.0 in of s2= 2 Side 2 FRP ys= 12.00 in Dist to FRP from beam bot Material Data: f'c = 4500 psi Ec = 3824 ksi ecu = 0.0030 fY = 75 ksi E, = 29000 ksi e = 0.0026 Factored Flexural Demand: M„ = 312.00 k-ft Remarks: The original depth of MF beam was noted at 4'-0". The as-built depth appears to be much larger closer to 8'-0".For conservation we use a depth of 6'-6". The moment demand on the FRP is based upon information provided in the bid documents sheet 58.1 titled"Structural Details"by MacKenzie and dated 09/16/2016. The moment demand given on detail 6/S8.1 is Qud=908 k-ft with an expected moment capacity equal to mkQce=596 k-ft. The moment demand l on the M frp=908 k-ft-586 k-ft= 312'k-ft Negative Moment Flexural Strengthening of an Existing Concrete Beam with FRP FB.6 Project: B FIT Tigard,OR Girder/Beam No: (E)MF Beam Ref: ACI440.2R-2008 Top of Beam:Neg Moment Capacity: Determine the existing level of strain in the beam(at service level loads),ACI 440.2R,10.2.3 Assume only DL on the beam with a cracked section ebi = MDL(df-kd) where, MDL= 216.6 k-ft IcrEc Icr= 32040 in4 k = 0.124 = 0.00146 A, = 0.88 in2 y5 = 2.38 in,from top of beam Afbot = 0.00 in2 Yfbot = -0.025 in,from top of beam Afsides 1 = 1.6 in2 Yfsides = 20 in,from top of beam Afsides2 = 1.6 in2 Yfsides 2 = 20 in,from top of beam Check maximum permissible effective design strain in FRP system nEftfbot = 960000 efd bot = 0.083(f'c/nEftf)°3 ACI 440.2R-2008, Equation 10-2 efd bot = 0.0057 Determine c,the depth to the neutral axis Cest= 7.62 in. efe bot = ecu(df-C/C)-Ebi Efd = 0.0263 ACI 440.2R-2008, Equation 10-3 0.0057 Use maximum permissible strain efe = 0.0057 efe Si = ecu(df-CA)-Ebi<Efd = 0.0184 0.0057 Use maximum permissible strain efe s1= 0.0057 efe s2 = ecu(df-c/c)-Ebi<Efd = 0.0184 0.0057 Use maximum permissible strain efe 52= 0.0057 Concrete strain ec = 0.0008 Assumed 0.003 for computation of design strength Steel strain es = 0.0069 Steel yields ACI 440.2R-2008, Equation 10-10 Cact= Asfs+Afffe ACI 440.2R-2008, Equation 10-12 alf'c(31b where, 131= 0.83 al and f31 define the rectangular compression a1= 0.85 block for the actual nonlinear stress distribution = 7.62 in. OKAY Negative Moment Flexural Strengthening of an Existing Concrete Beam with FRP FB.7 Project: B FIT Tigard,OR Girder/Beam No: (E)MF Beam Ref: ACI440.2R-2008 Top of Beam: Neg Moment FRP&Steel Stresses f5 =EsEs = 75 ksi Steel yields ffe =Efe bot Ef = 54.6 ksi 0.48 ffu ffe =Efe sl Ef = 54.6 ksi 0.48 ffu ffe =Efe s2 Ef = 54.6 ksi 0.48 ffu Ultimate moment capacity of beam with FRP, Mns = Asfs(d-131c/2) ACI 440.2R-2008, Equation 10-13 398.6 k-ft Use=> 0.0 k-ft Existing steel contribution not included Mnfrp = Afffe(df-131c/2) ACI 440.2R-2008, Equation 10-13 = 798.2 k-ft mttifMnfrp= where(I) = 090 (Eqn 1( &W = 0.85 610.6 k-ft mMnfrp= 7327 k-in = 610.6 k-ft >= 312.0 k-ft Design Criteria DCR = 0.511 OKAY =>Use 2 layers x 16 inch wide ofMilliken RenewWrap ESR CF600 Uni-directional CFRP on each side face of beam place 12 inches from top of beam Negative Moment Flexural Strengthening of an Existing Concrete Beam with FRP FB.8 Project: B FIT Tigard,OR Girder/Beam No: (E)MF Beam Ref: ACI440.2R-2008 Top of Beam:Neg Moment Stresses in Materials Under Service Loads Stress in Reinforcing Steel (using a cracked section analysis) [My + Eb,A fE.(ci?t k-3.4-1) (d—kd)Es s..s = (10-14 A,Erd— 3,(d—kd) +AfEkdf—3c (d f—kit) k= 0.124 fs s= 49.6 ksi 5 0.80 fy 60.0 ksi OKAY ACI 440.2R-2008, Equation 10-6 Stress in Concrete = 2(Asfs,s+Afff,$)/(kd *width) = 2.0 ksi <_ 0.45 f', 2.03 ksi OKAY ACI 440.2R-2008, Equation 10-7 Stress in FRP .E\d — kd f�;s — . s,s(E5Jd—kdEhEf (10-15) = 17.0 ksi < 0.55 ffu 62.2 ksi OKAY ACI 440.2R-2008,Table 10.1 N 0 Z Q CC 0 m D 0 •0 I lc I 1 mz .- - - - - - - - I m i— I > D T- 1 rl MO INIEAIOR CONCRETE _ �� m MOMENT FRAME \\\ + 1 O O • 1 HI I z I I I - O (E)INTERIOR CONCRETE MOMENT FRAME > I - - I - AP I - - . - - _ - - I - 0 it 1 — — — — — 1 - O (E)WIERIOR CONCRETE MOMENT FAME -\ r I 1 wils €! 1 o-,,p B FIT PACIFIC CORPORATE CENTER: tR �, 7C s z ,-z CONCRETE MF FRP STRENGTHENING U py r $p 15575 SW SEQUOIA PKWY Il g TIGARD, OREGON 97224 �� (E)CONCRETE GIRDERKL S (E)GLUM BEAM---........... - TP CRP R9NLWANC ORS SEE Q TE CFRP COMPOSRES SEMI B SUPPLIED BY MWIER NFRASIRUCIUIE STRUCTURES v SECTION FOR RENEE/RS v SOPOTIE LLC ANO SHALL HAVE THE FOLLOWING MGM STRUCTURAL o1� I OH PROPERTIES AS DETERMINED BY M NNG N ACCORDANCE ROTH ASIA 0 0009: g..di B PROPERTY R • _ IANMATE PIONEER BASED PROPENES 6Y z0 r(4 EMBED)CFRP —_.::..—......—;...::-__:.::—. .;-..',:"...r.:--;-- •a`'•: �'5�'...r..•;`• CFRP MAMMAL RFNEYIN IP ESR CFS00 M '� , i :.}!i..:*! •.:.`::��+�:. ',�. �yy SSE i�Re 2 LANES a RENEW/MAP ESR al •!`,w' ...:51......i..... `S'`: : ',./'",'....... . ` rem�a-.m CFlOO CFRP YNM 16•WIDE •I' "~4';•�Y '¢%''•. '•n~.. ''• PLY'THICKNESS r=.l�zwm TIP EACH FACE OF BEAM Ark _..._ _ _ 0.050 M _- — ULT. v _ ' •y TENSILE STRENGTH 119 TM 5-1111 EMBED)CEP re I 4 MULE BEAN (E)CONCRETE G DEIt MODULUS ELASTICITY 9600 Ke iMNOMIM STRAIN LIMIT 1.11 RENEYINCHORS 1 LAYER OF RENEMNRM ESN CF/300 (E)GLUM SUBPURIJN (E)CONCRETE COLUMN RESPONSIBILITY RERP v WRAP:1Y ALOE a 24• R SHE.BE THE CpBRACTOR'S m VERIFY ALL OIIENSONS MID (E)CONCRETE cOIUMN ,a: GIC RACE 1S v STRIP TEXT IP 2.INSTALLATION COMMONS Al IRE 111E ND m CROSS-CHECK MANS AND . MANE(E)CONCRETE COLUMN BEGINNING A TION OF NGS NM RELATEDREOUEE,AQBS PRIOR TO NOTES: 3.NI FAP ENIEIALS TO RE RETRIED N STRICT ACCORDANCE NIH MANUFACTURER'S M' 1.FOR Fib'MSTPLW1OI NOTES REOIFEMENIS PER 111E MEMDATA SHEETS ND INSTALLATION GUIDE OMOMENT FRAME FRP DETAIL 2.TA<r DETAIL 2/- 4.10MOMENT FRAME PARTIAL ELEVATION `'F" ` ARE roeE°IaE"'mAsNOTED°"F'aP°ED'L` SCALE:NONE EOSRID REEIfDIRLEIENT NFN SGUE:NONE 5.THE FOLLOIM11 1 NBOEE/10N F EPDXY s IMISTTIR gE PRFSEB BEFORE DRUM FOR CEP NICHES PROCEEDING NM INSTALLATION OF EPDXY MEWLS:CLEW,DRY SURFACE; ISPERAT E MIEN 45'MID 100E SURFACE TEMPERATURES GREATER THAI (E)4X WOOD OOP PLATE 9F ABOVE THE DEN PONT; E;RELATE HUMIDITY LESS THAN 955. STAGGER 9'11111111141101 END OF TE '— 2 LAYERS RENEYINRM Et CF-600 6. A FRAMER COAT OF EPDXY SHALL BE APPLE)TO ALL SURFACES RECEIVING WRAP z 18•ALOE WE KIMFIBERSgEi0RCE7QB PRIOR TO APPUCAIIDN OF FRP. ORIENTED PARALLEL TO BENZ AXIS 7.THE=spa m RECEDE TIE COMPOSITE SIWL BE FREE FROM FINS, (E)CONCRETE BEAM ,t__13" 2[AYES RENEW*ESR CF-600 S141P EDGES,AND PROTRUSIONS INT RLL C USE PODS BENFND THE FRP WRAP z 16•ALOE NM WN FIRERS COMPERE,OR THAT,N 11E ENON OF TFE ENGFEER RLL DAME If ORIENTED PARALUl m REAM AOS REENYNM ENR CE CFAP FEES.DUNG LINDEN SURFACE MARRY/TO RECENT COMPOSITE SHALL _- -- DP EACH FACE OF BEM V WRAP BE FILLED ROTH THE FRP SYSTEMS EPDXY FILLER,OR OILIER SOMME MATERIAL APPROVED BY If ENGINEER.THE CONTACT SURFACES ROLL NAYS =BIM ORP V NW MAN FREE I NO MORME ON TEM AT THE BE OF FRP ARTACTR .F MOISTURE B ORIENTATION PRESENT,ISE 11E MALI FACTO ERS SUGGESTED WET PRIME EPDXY,F AVYABIE. (E)CONCRETE BEAN 8.WHERE THE ERP WRAPS MORD A CORER,N THE PERRY DIRECTOR OF IIS re FBER OENTAION,MUNE THE CORNER TO VEE P OA If IAN RADIUS. W Z RENEYINRIP ESR CFBOD OAP 2 DYES REREl11NM ESR CF-600 9,ENSURE TMT ORP CRs NOT WN I N N CONTACT NM STRUCTURAL SEE. I- Z } Tr NW WIMP ORIENTED PARALLEL PARNBlf1 m BEAM A NOTES: uuNON PROPER GIPS IS SHOWN IN nE DEEMS. W W N 0* EACH FACE EL BEAM I'll 10.REMOTE ALL CRACKED/DAMAGED CONCRETE REPAIR ALL 0IUDED 0 0 fzi WM FIBERS NOTES: 1.FOR EMT SE ELEVATION CONCRETE.SPATE AND REGULAR SURFACES m A SMOOTH W 1.FOR EXTENT SE ELEVATION 2.FDR ENP N TPUAION NOES 11001.SACK,OR FILL WITH THICKENED EIOXY,SURFACE AS F Z 0. f3) 2.FOR FRP NSTAL,ATON NOES �- SEE O:TAE.2/- NECESSARY m EJYNIIE INCE MR SURFACE VOIDS GREATER W < z THAN 1/2 RICH N DIAMETER SE DEAL 2/- ''MIIIIIIIIIIIIIIIIIOlpx ROUND CORNERS TO 1f•RADIUS REM O O O. 8 SECTION ® TERMINATION OF FRP WRAP O5 TYPICAL SECTION FRP WRAP 0 BEAM O2 FRPNLE� NSTALLTION NOTES NE o ce o SCALE r=1'-0' SCALE 1•=1,-0• U LL • 901 DErm©:Q, SE ,A a.,, SEE TYPICAL FRP ANCHOR SPLAY CI LL' LU LE Q ©� U H 1 O vv vv O. X � I 2 LAYERS RENENNRAP ESR a-600 2 LAYERS REEIEWNRAP ESR t. FRP ANCiON LI Z NW z 16 NDE NM WN FIBERS YNWRAPz 16•REE NM MAIN FIBERS m s LL Z ORFMED PARALLEL m BEAM ADS _. _ TIP _ ORIENTED PARALLEL m BEAM AOS O TIP EACH FACE O BEAM.FOR _ TIP EACH FACE OF BEr= ' --..:- - CO U PORTION OF CTP ABOVE TE(E) DUAN CONNECTION DE NOT EXILEDWiiiiii ' 1 LAYER RENOWN ESR CF-e00 m MIND BACKE TI O BEAM ROUND CORNERS m 10'ROE MINIM IMIII ENO OF FRP 8•MAX BE PLACED OM CFRP ANGOR SPLAY FRP NOTES& DETAILS BMW ESR MP SEE DETAILS I LAYER RE,ENN4P ESR CF-600 I LAYER RENENNRP ESR 0-000 — FDR CAP REO9RELEAT X 24'LONG ROTH MAIN FIRERS V WRAP WITH OWN FRIERS IMMIX ++A*M ORENTED PARALLEL m BEAN nos NOTES: ORBITED ONTO TO BENI a NOTES: •' • FRP ANCHOR (0+1 8) (OA ANCHOR OF O 1 e 1.VCR EXIEM SE:EEVATON BEAM 24. 1.FOR EXTENT SEE EEVAION 'd • EPDXY.CENTER OF HOII: 2 F'OR FRP NSWlA1ON N016 C 2.FDR FRP INSFNUTON NOTES - '.• G. S.INNE DEEM_ AVOID DAMAGING 24' SCALE AC LIHOM 1 TAE C O NO DRAM (E)CONLTEIE S'N10REL DOSING REFORMER BEEN 00SNG RE NFORCEAEM NEN BEAMDRAWNIIX CL 046WNG FOR SIP ANGORS DRILLING FOR CRP ANCHORS PROJECT 110:1130104.1 Os TYPICAL SECTION 0 FRP WRAP CO BEAM Os TYPICAL SECTION 0 FRP WRAP CO BEAM 3 TYPICAL FRP ANCHOR APPROVED BY: " Sc.:,•-1'-0• SCALE 1•=1'-0' O SCALE 1'=1'-0• S2.0 onemmml X_ 0 Z W O. O. Q Milliken infrastructure Solutions,LLC 920 Milliken Road, M153 Spartanburg,SC 29303 855,655.6750 infrastructure.milliken.com March 31,2015 RE:FiberBond"'Changes to RenewWrap""ESR due to Acquisition of Edge Structural Composites by Milliken Infrastructure Solutions,LIC On May 16, 2014 Milliken Infrastructure Solutions, LLC acquired the assets of Edge Structural Composites including all inventory, approvals, test reports, etc. We immediately petitioned ICC-ES to transfer the Edge ESR report (ESR-2095) to Milliken Infrastructure Solutions,LLC. We elected to change the names of the products from FiberBond to RenewWrap ESR, locate our manufacturing facility in Lafayette,CO and propose more rigorous QC methods. ICC-ES reviewed our QC manual, audited our manufacturing facility in Lafayette,CO and issued ESR-3663 for the RenewWrap ESR product line. Summarized below are the new product names: Original Edge Name New MIS Name Velacarb 335 --> RenewWrap'"'ESR CF335 Velacarb 600 " RenewWrap'"'ESR CE600 1 Velaglass 875 -) RenewWrap"' ESR GF875 Veloxx LR - RenewWrap""ESR Saturant The RenewWrap ESR materials that we supply you today are identical to the Velacarb and Veloxx LR products you received from Edge Structural Composites in the past. We have not modified the reinforcing fabric or resin formulations since acquiring Edge. To assist in you in communicating the product name changes we have enclosed the following documents with this letter: • Consent for Transfer and Use of Data form completed by Edge for ICC-ES • ESR-3663 Issued to Milliken infrastructure Solutions,LLC for RenewWrap`"`ESR Please co tact us if we can be of further assistance. Since ely, .eg ry orton sii es Development Manager f. Milliken infrastructure Solutions, LLC. ICC ES EVALUATION' Evaluation Report Reissued January 2016 This report is subject to renewal January 2017. .ICC-0 .qr I (800)423-6567 I (562)699-0543 A Subsidiary of the international Code Council° DIVISION:03 00 00—CONCRETE 00—CONCRETE3.2 Material: Set0oat:03 01 00—Maintenance of Concrete AH rraaterlals must comply Matta the approved specifications REPORT outlined in the Milken Infrastructure Solutions, LLC, quality documentation,dated December 10,2014(Rev.1). MILLIKEN INFRASTRUCTURE RE S :UTI ..S,LLC 3.2.1 Ren Wra pf' ESR Fabric Sheets: The CF335 920 MILLIKEN AVENUE and CF600 fabric sheets are made from carbon fibers that SPARTANBURG,SOUTH CAROLINA 29303 resist tensile stresses.Standard rolls of fabric are available (8 64)5034933 in widths of 6, 12, 24 and 48 inches (152, 305, 610 and sf acturalstren;t l * Clilten. t ee 1220 mm) and in lengths up to 100 yards (91:4 m). The roils of fabric are packaged in boxes. EVALUATION SUBJECT: 3.2.2 Polymer Matrix: Rene app ESR Saturant is a CONCRETE STRENGTHENING USING THE two-component, 100 percent solids, betephase epoxy RENS Ta ESR FIBER-REINFORCED POLYMER matrix used for impregnating the dry fabric sheets and COMPOSITE SYSTEM binding the fibers together for the transfer of stresses. Rene rap'"ESR Saturant is an ambient cure epoxy. 1.0 EVALUATION SCOPE Components A and B cif the matrix are packar; d in 1-,5-, Copince rtfs Fol [ng cod 2.5~and 05-gallon(3.79, 18,9,9.5 or 208,18 L)containers, and are mixed at the jobsite prior to application, 2015, 2012, 2009 and 2006 International Building ra+ Cbdr (IBC) 3.2,3 e p ESR Composite: The RenewWrapTh ESR composite, consisting of materials 2015, 2012, 2009 and 2006 international Residential described in Sections 3.2.1 and 3.2.2, has the follotieng Code(IRC) properties:In the primary(06)direction,the composite has 1997 Uniform Building Ceder"(USC) a minimum ultimate tensile strength of 140 kal(t 5 MPs), a minimum tensile modulus of 9,600 ksi (66.5 GPe), and Properties evaluated: an elongation of 1.4 percent. The ply thicknesses are Structural 0.023 inch (0,58 mm) and 0,05 inch (1.27 mm) for the CF335 and CF600 fabric sheets,respectively. 11 Durability 3,2.4 Storage Recommendations: The materials must Fire resistance be stored in a clean, dry area at en ambient temperature Fire propagation between 40'F (4.4°C) and 90°F (32,2°C). When property stored under these conditions,0F335 and cFeco have an 2.0 USES unlimited shelf life. The Saturant epoxies have a shelf fife The Rene p*'" ESR Fiber-reinforced Polymer (FRP) of two years under the same conditions and in unopened Composite System is used to externally strengthen normal- ontainers, weight reinforced concrete structural elements as an 4,0 DESIGN AND INSTALLATION alternative to those systems permitted in the IBC and USC. 41 Desion: For structures regulated under the IRC,the Rene pia g ° ESR FRP system may be used where an engineering Design of the composite system is based on strength design is submitted in accordance with Section P301.1.3 design in accordance With Chapter 19 of the BC or the and may be used where approved by the code official in CSC. The registered design professional is responsible accordance with Section 8104.11. for determining, through analysis, the strengths and 3.0 DESCRIPTION demands of the structural elements to be enhanced by the RenewWrapm*ESR system,subject to the approval of the 3.1 General: code official. The Rene ap'T* ESR FRP Composite System, 4.1.1 Design Details: Design of the Reneve p6*+ ESR hereinafter referred to as the Rene raps ESR system, system is based on test results and principles of structural consists of high-strength fibers combined with a polymer analysis as set forth in Section 1604.4 of the IBC. The matrix to create the FRP composite system. bases of design include strain compatibility, load $sdF�R Rep+Tv are not t,^c^aerstre esx` .r ry sa'rTsa di i F r'4 Yie4ir'>r3d rF=,ki s,X4 sd a} Up ,.3 ar i i a r.,t $ r+r ln.h,S, e'RPc Ft:C.,U.6101.,£Ofth r-sj: s s'_sowszrixn eta/Qs> , ,,,r f � sspr.-x,L t..+4,,44104.,a,10.7.,_ KI:r<8t,r._.d_iad, r3 <TM' r,hl�xq .;�,sizer maws as Fars sap,>}`f,as as tx'.U"'.Ni,,Zwdlea7 L..e@ 3.e3 by?he r,re T'f q, Coprigit 0 2016 CC Evalualson Ser4ce.LLC.All agtas reserved. Page 1'W 3 • ESR-3663 I Most Widely Accepted and Trusted Page 2 of 3 equilibrium and limit states. All designs must follow 4.2.1 Saturation: The fabric and resin matrix of the procedures as detailed in the IBC or UBC; in the ICC-ES laminate must be combined according to a volume or Acceptance Criteria for Concrete and Reinforced and weight ratio as defined in the Installation Manuel, Unreinforced Masonry Strengthening Using Externally Saturation may be either by hand or by a mechanical Bonded Fiber-reinforced Polymer (FRP) Composite saturator. Systems (AC125), dated August 2014: and in the RenewWrapr'" ESR System Design Criteria Report 4.2.2 Application: Manual methods must be used to (Design Manual), dated November 2014 (Rev. 0).A copy apply the saturated laminate to concrete members prior to of the Design Manual must be subrnitted to the code cure of the epoxy. Surface preparation, fiber orientation, official for approval of each project that uses the and removal of air bubbles and voids must take place in RenewWrap,v ESR system. accordance with specifications noted in the installation manual. 4.1.2 Design Strength: Design strengths must be taken as the nominal strengths, computed in accordance with 4.2.3 Finishing: The composite system is typically Section 4.1.1 of this report,multiplied by the corresponding painted to satisfy aesthetic and environmental strength reduction factors in Section 21.2 of ACI 318-14 considerations (2015 IBC)or Section 9.3 of ACI 318-0 (2008 IBC)or ACI 4,2.4 Flame Spread:When applied to structural elements 318-08 (2009 IBC) or ACI 318-11 (2012 IBC), or Chapter to satisfy requirements of the applicable code, the 19 of the UBC, as applicable, and modified by AC125, as RenewWrapT"" ESR system (without any finishing appGeable, described in Section 4.2.3) yields a Class 1 and Class A 4.1,3 Load Combinations: The load combinations used flame-spread classification and smoke-density in in design must comply with Section 1605.2 of the IBC or accordance with Section 802.2 of the UBC and Section Section 1612.2 of the UBC,as applicable, 803.1 of the IBC, respectively.The composite is limited to 4.1,4 Columns: a maximum of four plies for CF335 and a maximum of two pies for CF600, The thickness of each ply must be 4.1.4.1 Potential Applications: RenewWrapru ESR 0.023 inch (0.58 mm) for CF335 and 0.05 inch composite systems are applied to columns to enhance (1,27 mm)for CF600, ductility and axial and shear strength. The RenewWrapru 41 Special ESR System can also be utilized to improve the pe inspection: Re confinement of circular concrete columns. Special inspection during the installation of the system 4.1.4,2 Structural Design Requirements: Concrete must be in accordance with the ICC-ES Acceptance circular column design must comply with the Design Criteria for Inspection and Verification of Concrete and Manual and with Sections 1901 and 1905 of the 2015 or Unreinforced Masonry Strengthening Using Fiber- 2012 IBC, Sections 1901, 1907,and 1908 of the 2009 and reinforced Polymer (FRP) Composite Systems (AC178), 2006 IBC, or Sections 1907, 1909, 1910, 1911, 1912 and dated December 2013. A statement of special inspection 1921 of the UBC,as applicable. must be prepared in accordance with Section 1704.3 of the 2015 and 2012 IBC or Section 1705 of the 2009 and 2006 4,1.5 Beams and Slabs: IBC. Inspection must also comply with Sections 1704 and 4.1.5.1 Potential Applications: RenewWrap"4 ESR 1705 of the 2015 and 2012 IBC, Sections 1704 through composite systems are applied to concrete beams and 1707 of the 2009 and 2006 IBC, or Section 1701 of the slabs to enhance flexural strength for gravity loads only. UBC,and with Section 9 of the Quality Documentation, 4.1.5.2 Structural Design Requirements: Concrete 5.0 CONDITIONS OF USE beam and slab design must comply with the Design The RenewWrapm4 ESR Fiber reinforced Potymer Manual and with Sections 190and 1905 of the 2015 or Composite System described in this report complies with, 2012 IBC, Sections 1901, 1907,and 1908 of the 2009 and or is a suitable alternative to what is specified in, those 2006 IBC, or Sections 1907, 1909, 1910, 1911, 1912 and codes listed in Section 1.0 of this subject report, to the 1921 of the UBC,as applicable following conditions' p 4.1.6 Bond Strength:Where the performance of the FRP composite material depends on bond, the bond strength of 5.1 Design and installation must be in accordance with FRP composite material to concrete must not be less than this report, the manufacturer s instructions, and the 200 psi(1378 kPa). Bond testing must exhibit failure in the BC or UBC,as applicable. concrete substrate. Testing in accordance with ASTM 5.2 Copies of the Milliken Infrastructure Solutions, LLC 07234 or 07522 may be used to estimate the bond ReneweVrepry ESR QA/QC Manual,dated December strength of bond-critical installations. 10, 2014 (Rev. 1): the Design Manual, dated 4.2 Installation: November 2014(Rev. 0): and the Installation Guide, he RenewVilrap'TM ESR System must be installed on dated November 2014(Rev. 0), must be submitted to structural elements as detailed in the manufacturer's the code official for approval, upon request, for each project that uses the system. document RenevMIrap'm ESR Installation Guide, dated November 2014 (Rev. 0). A copy of the Installation 5.3 Complete construction documents, including plans Guide must be submitted to the code official for approval of and calculations verifying compliance with this report, each project that uses the RenewWrapru ESR system. must be submitted to the code official for each The on-site quality control procedures are detailed in the project at the time of permit application. The Milliken Infrastructure Solutions, LLC Rertet Wrapr" ESR construction documents must be prepared and sealed installation Manual. Installation must be performed by by a registered design professional where required by applicators formally trained by Milliken Infrastructure the statutes of the jurisdiction in which the project is to Solutions,LLC,in accordance with the CCM, be constructed. • ESR-3663 3 Most Widely Accepted and Trusted Page 3 of 3 5.4 The fire-resistance rating of the assembly must 5.7 RenewWraprm ESR materials are manufactured by comply with Chapter 7 of the IBC or UBC, and is not Milliken Infrastructure Solutions, LLC, in Lafayette, reduced by the application of the RenewWrap."' ESR Colorado, under a quality control program with system, The structural load-carrying capacities of fire- inspections by ICC-ES, resistance-rated assemblies must be based on the 6.0 EVIDENCE SUBMITTED design of the concrete without the RenevuWrap'M ESR system. Fire resistance of assemblies with Data in accordance with the ICC-ES Acceptance Criteria structural load-carrying capacities increased beyond for Concrete and Reinforced and Unreinforced Masonry the levels permitted by the UBC or IBC is beyond the Strengthening Using Fiber-reinforced Polymer (FRP) scope of this report. Composite Systems (AC125), dated August 2014; and 5.5 Special inspection must be provided in accordance quality control documentation. with Section 4.3 of this report. 7.0 IDENTIFICATION 5.6 Application of the systems to concrete members at a Components of the Renew` rap" ESR system are fabricator's facility must be by an approved fabricator labeled with the Milliken Infrastructure Solutions, LLC, complying with Section 1704,2 5,1 of the 2015 IBC, name and address; the product name; the date of Section 1704.2,5.2 of the 2012 IBC,Section 1704,2.2 manufacture; and the evaluation report number (ESR- of the 2009 and 2006 IBC, or Section 1701.7 of the 3663). UBC, or at a jobsite with continuous special inspections in accordance with Section 1705,3 of the 2015 or 2012 IBC, Section 1704.4 of the 2009 and 2006 IBC, or Sections 1701.5.1 and 1701,5.3 of the USC. • Milliken'. Infrastructure Solutions ReneWWraPTMESR I F600 Unidirectional Carbon Fiber Reinforcing Fabric J 14 BRIDGES+ROADWAYS BUILDINGS+PARKING FACILITIES da OIG GAS+INDUSTRIAL RenewWrapTM ESR CF600 is a dry, unidirectional carbon fiber fabric made Packaging with high-strength,standard modulus carbon fibers.RenewWrap ESR CF600 The material is available in 150 ft.(45.7 m)long rolls fabrics, along with RenewWrapTM ESR Saturant are used to strengthen or suspended in boxes.Yield equals 300 ft2/roll(27.8 retrofit existing concrete and masonry structures. m2). Benefits Typical Uses • Lightweight,flexible,high-strength fabric can be wrapped around and externally bonded Recommended for: to structural elements •Multi-family housing and dormitories • Easy to impregnate using wet or dry lay-up methods •Assisted living,nursing homes and hospice care • EZ-SlitTM system enabling accurate,rapid,and clean slitting •Industrial and commercial buildings •Hotels and motels Limitations •Transportation •Schools • Design calculations shall be made and sealed by a licensed, independent engineer knowledgeable with the design of FRP strengthening systems. • Avoid completely encapsulating/covering concrete or masonry members subject to Storage&Shelf Life freeze/thaw or moisture vapor transmission. g •Ambient temperature cure wet lay-up FRP strengthening systems are not suitable for Store in a cool,dry place at 50-90°F(10-32°C) applications requiring substantial strengthening and a structural fire rating.For these on a roll suspended in a box away from flame or applications,consider using the Milliken FireStrongTM FRP Strengthening System. other hazards.Shelf life is 10 years in unopened packaging. Caution Product Designation RenewWrap carbon fabrics are non-reactive. Wear appropriate PPE and use caution when RenewWrapTM ESR CF600 products are available with and without EZ-Slit slitting zones.All handling since fine carbon dust may be present products have a total reinforcement width of 24",with the roll width increasing slightly to on surface of fabric.Use caution when cutting accommodate the slitting zones.Other roll widths and EZ-Slit configurations are available. or working with carbon fiber around electrical equipment since carbon fibers are electrically conductive.MSDS are available and should be PRODUCT DESIGNATION NO.OF FABRIC ZONES ZONE WIDTH consulted for additional information. CF600- 1 x 24 1 24 in.(610 mm) CF600- 2 x 12 2 12 in.(305 mm) CF600- 4 x 6 4 6 in.(152 mm) CF600-1 x 50 1 50 in.(1270 mm) CF600-2 x 24 2 24 in.(610 mm) MILLIKEN INFRASTRUCTURE infrastructure.milliken.com 855-655-6750 t .. '- ,-, Millikentm Infrastructure VSolutions` ESTM ,,... BRIDGES+ROADWAYS 6 BUILDINGS PARKING FACIUTIES Fp, OIL,GAS+INDUSTRIAL Unidirectional Carbon Fiber Reinforcing Fabric Typical Fabric and Fiber Properties' PROPERTY VALUE Fiber Type Carbon Color Black Fabric Construction Unidirectional Fiber Tensile Strength 700 ksi(4830 MPa) Fiber Tensile Modulus 33,400 ksi(230 GPa) Fiber Rupture Strain 2.0% Fabric Areal Weight2 18 oz./yd2(600 g/m2) NOTES: 1.Fiber properties are typical values of the fibers used in the manufacture of the reinforcing fabrics.They are based on proprietary test methods employed by the supplier of the carbon fibers.Fiber properties shall not be used for design.They are reported hereto provide the designer with a general understanding of the grade of fibers used in the reinforcing fabrics. 2.Reported value represents the minimum fabric areal weight. Mechanical and Physical Properties PROPERTY VALUE METHOD Nominal Thickness' 0.050 in.(1.27 mm) Tensile Strength 119 ksi(821 MPa) ASTM D3039 Tensile Modulus of Elasticity2 9,600 ksi(66 GPa) ASTM D3039 Elongation at Break 1.1% ASTM D3039 Tensile Strength/Unit Width 6.0 kip/in./ply(1.05 kN/mm/ply) ASTM D7565 Tensile Modulus/Unit Width3 480 kip/in./ply(84 kN/mm/ply) ASTM D7565 Glass Transition Temperature 145°F(63°C) ASTM E1640 E. NOTES: 1.The reported thickness is based on measurements made on panels prepared in the laboratory.Based on experience the typical thickness of a single ply(fibers+saturant),impregnated with RenewWrap' ESR Saturant is approximately 0.06-0.08 inch depending on how the fabric is mpregnated in the field.Actual thicknesses measured in the field may vary slightly.As with any FRP strengthening system,the strength/unit width and modulus/unit width should be used for design and for field QC purposes. 2.Modulus of elasticity and unit stiffness are reported as average values in accordance with ACI 440.2R and shall be used for design.They shall not be used for accepting/rejecting results of field QC test results. 3.Test samples are conditioned for 48 hours at 140°F(63°C)prior to testing. Before using any Milliken Infrastructure Solutions,LLC product,the user must review the most recent version of the product's technical data sheet,material safety data sheet and other applicable documents,available at www.strengtheningsolutions.milliken. com or by calling 1-855-655-6750.LIMITED WARRANTY.Milliken Infrastructure Solutions,LLC is very proud of our innovative Renew Wrap"'products(the"Products")and our superior customer service.We hereby warrant to the original purchaser that the Products meet Milliken's standard specifications at the time of delivery from us.If the Products are found to be defective because they do not meet this Warranty,then we will as the sole remedy either(at our option)refund the purchase price for those Products or provide replacement Products(in either case,not including shipping,installation or any other cost).Naturally,we are not responsible or liable for degradation,damage,liability or defect in,or related to,the Products caused by improper storage,use,installation or maintenance,any other party's representations,warranties,actions,or omissions,or acts of God.WE MAKE NO REPRESENTATION OR WARRANTY BEYOND THE EXPLICIT STATEMENTS CONTAINED IN THIS WARRANTY,AND ALL OTHER EXPRESS AND IMPLIED WARRANTIES,INCLUDING WARRANTIES OF MERCHANTABILITY,FITNESS FORA PARTICULAR PURPOSE,INFRINGEMENT,OR ANY WARRANTIES BASED UPON SAMPLES,MODELS,OR SPECIFICATIONS,ARE HEREBY EXPRESSLY DISCLAIMED. NOTWITHSTANDING ANYTHING TO THE CONTRARY,IN NO EVENT SHALL W E BE LIABLE TO THE ORIGINAL PURCHASER OR ANYONE ELSE FOR ANY CONSEQUENTIAL INDIRECT,SPECIAL OR EXEMPLARY(OR ANY SIMILAR TYPE OF)DAMAGES RELATED TO THE PRODUCTS.As each customer's use of our Products and situation may be different,information we provide,including without limitation,use or installation suggestions,test results,samples,etc.is provided in good faith but without warranty and without accepting any responsibility or liability.Each customer must test and be responsible for its own specific use,installation,application,etc.All sales are exclusively subject to our standard terms of sale posted at www.milliken.com/terms(all additional/ different terms are rejected)unless explicitly agreed otherwise in a signed writing.This Warranty is governed by the laws of the United States and the State of South Carolina,U.S.A.(without giving effect to its conflict of law principles),and any party desiring to take action under this Warranty hereby submits to the exclusive jurisdiction of the courts in such Jurisdiction and waive any inconvenient forum claims related thereto.In the unlikely event that you have a warranty issue,please contact your distributor or sales representative to discuss and resolve the matter in accordance with this Warranty. I Y AILLIK N IN R S 1 RUC F E,71 infrastructure.milliken.com 855-655-6750 - `i n FRP1067-1215 Milliken RenewAnchor Technical Data September 2015 FRP Anchoring System DESCRIPTION The Milliken RenewAnchors are manufactured from the RenewWrap ESR CF600 carbon fibers and the RenewWrap ESR Saturant. APPLICATIONS The RenewAcnhors are used to anchor Milliken RenewWrap fabrics to increase the development and bond of the fabric to substrate. The RenewAnchors are also used to provide continuity of the strengthening fabrics across structural elements such as beams, walls and slabs. ADVANTAGES • High strength capacity anchors manufactured to project requirements&specifications • 100%solvent free • Excellent thermal properties • Durability • Ambient temperature cure • Ease of Installation TECHNICAL DATA Dry-Fiber Properties PROPERTY ENGLISH METRIC Tensile Strength 700,000 psi (4830 N/mm2) (4.83 GPa) Modulus of Elasticity 33.4x106 psi (230,000 N/mm2) (230 GPa) Elongation at Break 2.0% 2.0% Design Properties PROPERTY ASTM TYPICAL DESIGN TYPICAL DESIGN VALUES METHOD VALUES(ENGLISH) (METRIC) Ultimate Tensile Strength D-3039 119,000 psi (821 N/mm2) (821 MPa) Tensile Modulus of Elasticity D-3039 9.6 x106 psi (66,000 N/mm2) (66.0 GPa) Elongation at Break D-3039 1.1% 1.1% Note:The RenewAnchor properties are based on ASTM D3039 testing of the RenewWrap CF laminates LIMITATIONS • Minimum temperature for use of RenewAnchors is 40°F. • RenewAnchors should not be used when operating temperature exceeds the glass transition temperature of the resin. See datasheet for ReneWrap Saturant. • All applications of RenewAnchors should be evaluated and specified by a licensed design professional. Milliken Infrastructure Solutions, LLC 920 Milliken Road. M-153 Spartanburg, SC 29304 I. Milliken Infrastructure 1-855-655-6750 1 Solutions, LLC Structuralstrengthening.milliken.com Milliken RenewAnchor Construction Information FRP Anchoring System PACKAGING Packaged in lots of 25 anchors.Weights based upon design requirement of anchors. STORAGE Store in a dry area at 40°-90°F(4°-32°C)away from direct sunlight, flame, or other hazards.When properly stored the fiber fabric has an indefinite shelf life. For the epoxy 1 year in original, unopened properly stored containers. INSTALLATION Installation of RenewAnchors should only be performed by contractors trained and certified by Milliken Infrastructure Solutions, LLC. SAFETY Product material safety data sheets(MSDS)should be consulted prior to and during application of or when handling this product. RenewAnchors contain carbon fibers. Caution should be taken when handling RenewWrap fabrics,since they contain fine carbon dust that may be present on the surface. Gloves must be used when handling RenewWrap fabrics. Caution must also be used when cutting RenewWrap fabrics to protect against airborne carbon dust. Use of an appropriate, properly fitted NIOSH approved respirator is recommended. Carbon fibers are conductive and special precautions should be taken when using this product around electrical tools and machinery. FIRST AID In case of skin contact,wash with soap and water. For eye contact,flush immediately with plenty of water for at least 15 minutes and contact physician immediately. For respiratory issues, remove to fresh air. Remove all contaminated clothing and wash before re-use. KEEP OUT OF REACH OF CHILDREN FOR INDUSTRIAL USE ONLY RELATED The following products are typically used with RenewAnchors: PRODUCTS • RenewWrap CF600 Uni-direction Carbon Fiber Fabric • RenewWrap CF335 Uni-direction Carbon Fiber Fabric • RenewWrap CF600BX Bi-direction Carbon Fiber Fabric • RenewWrap Saturant(2-Part Impregnating Resin) • RenewWrap Adhesive Pastes and Top Coats Before},..;ioo.any Litlliken infra.,nue'3§l7Eb'"olui Foes,r I a,product the user me.., r$Vie.roe 7":nF.1 yettern version of the product sletthocal data sneer meranal safely data-[:Peso and other a;ra€E arde. oho:Im_ms,era:ah e.al strengtherungsol:...ons.rn.11;ren corn or ay caning 1-85O-O55-B.750,LPAITEC,v.AR:RAh.1, tntdtie;:_n Inas strosture'Solutions,LLC i ,_, pre' ' "v€ ens.A` en"products rhea, .roduct.,'r and our super€or orestomer sert.P a.R hereby warrant to the onginaa purchaser that the"cepa:$meet.YiiT j;c.n.,Standard.... c3tre±rs at the'nna'of ,retivery trent,rs ..the Pr+,:ia3ct^ars€ota,,I robe de ee,l:re Ireaa ase-they de rat mast this Warrant,,, then he t.as...e sole rctsarlyesthed OW r t..,<r•,rea Ind the psarr tale xr ir-for those Products ur„rovAls r.gl.aoemeut T'$ducts no rather„a r,net mclu rn shipping,Costa-raison Qr-any other „csta,,a&latera h- 'r.e nut r..... s t,ktk or Eiadl:_,mgr dergredat.ury damage,,abut,,of;deft.[int.at r-:I'recl I'n. the Products causes hy aenpresp.s".sl.,age use Irstat£attr n nr"T3-rtenance,any other{tart'-.s represer'atrt.rs, mm,,.a�cies.actrons or;nna c a:nrsr,or lots of God ..r..Mftit E REPRESENTATION OR WARRANTY BEYOND THE EXPLICIT STATEMENTS CONTArNED tit THIS WARRANTY,AND ALL L rrER EXPRESS.A D lMFLIEDt.- ,_- ''uRC; i.,a 'EILITY,197tsla..S FORA PARTICULAR P_irat«v,_.E,INFRINGEMENT._EM>rENT. DR aN•WARRANT/E3 EASED Lt,t.ef l3AMPLES,MODELS,OR SPEC1Fr ,7€.fi.' E H RE.v EXPRESSLY:DISCLAIMED NCRDAITHSTANDiNG 3' Taxi 1 T' THE - . d,€Rv ,!ti,. lr E!d N_LL`ev.r EE LIABLE,T THE ORSSINAL PURCHASER DE ANYONE' ElSE FOR ANY f ,,t,,.ttxl.,E ,r,-L_INDIRECT SPECIAL,OR EXEMPLARY kOR ANY Sil=arLAR TYPE Oi- DAt4 GES RELATED TO THE r~. }t)+..T.. As each cussoners UF.f.Of our Phsl rsts Ind ariah-on rhay he different infortrr;t...rt--.e protede holurtrog orrhout Postatten ,a,r:nst;t at,tn 3tiggestlons,testresults.samples en: s uraykler'.n goad with tttst<vit t a.:cera :and -. .gut acceof.a Jr?ru-sp.xr.`a b¢lity or Cabr,tk,Each customer must test ane bo cats-.,ware io;rls:chin spa.uc use,lostarldPoo.aa,d=.rcation etc =;1$ares are ercius,e: subject to our.standard [eros of se€e puutep at A,r n ikken..u.^t terms fed add lionelteiffer.n9:te nnya ar...r iLwte i unlwss e pliu£ti;r agreed other:-.ise to t signed.,roti-; a rets r.Varrenfy as co-,ie rad Ys,the is 's of the boated Stares and the State-af.$Hach..arakra. =~,it_i'AttOUtckOrtgaffect?a.,.,acuthrf CP'at,annordlest.and any partydeSiVng Sa rake dot r,nder dm.t a ra ty hereby.u.;rv.o t.,tree.,,corsis Lulseroti nn et the_out%In such It,oat:t>s ttoo add"ai.e any rucerpie.rent forum ckairua,cute $I ettr,3 th the.31 r-tk_y event that you have a_::,. twhy'a ur pr-., CLW,a0 vu3 Ctiitf,bi%Or sates rerresenteeve tri dISOV s and rr=n£,Ye.r.,matter rr,,., sis,nce;,d't Chia t,t,Aaanty. Milliken Infrastructure Solutions, LLC 920 Milliken Road, M-153 Spartanburg, SC 29304 f, Milliken Infrastructure 1-855-655-6750 r Solutions, LLC Structuraistrengthening.milliken.com SAFETY DATA SHEET Version: 1.1 Date: 1. 03/01/2013 PtxRb>:SFCI;fNF 1. PRODUCT AND COMPANY IDENTIFICATION BI,RENEWWRAP,3O0G,UNSLIT Product Information: BI,RENEWWRAP,300G,UNSLIT Company Identification: Milliken Chemical P.O. Box 1926 Spartanburg,SC,29303 USA 0•1/460L4.0 1-864-472-9041 msds@milliken.com Th1 Emergency telephone number: Chemtrec: 1-800-424-9300(Chemtrec-US) 1-703-527-3887(International) Intended Use: Concrete Related Products 2. HAZARDS IDENTIFICATION Emergency Overview Follow precautions for safe handling described in this safety data sheet. The product has been classified according to the legislation in force. 3. COMPOSITION/INFORMATION ON INGREDIENTS Product name CAS Number Amount Carbon 7440-44-0 95.0% Trade Secret 5.0% 4. FIRST AID MEASURES Eye If in eyes, hold eyes open,flood with water for at least 15 minutes and see a doctor. Inhalation Dust irritates the respiratory system, and may cause coughing and difficulties Material:4000082406 1 of 5 • SAFETY DATA SHEET Version: 1.1 Date: .'! 03/01/2013 ii41Yt4��ff<l{.frtFl in breathing. If respiratory problems,artificial respiration/oxygen. Skin If skin irritation or an allergic skin reaction develops,get medical attention. Ingestion Give large quantities of water and induce vomiting. Call a physician or poison control center immediately.Only induce vomiting at the instruction of medical personnel. Never give anything by mouth to an unconscious person. 5. FIRE-FIGHTING MEASURES Fire Fighting Media Water spray,fog, CO2,dry chemical,or alcohol resistant foam. Fire Fighting Instructions Use standard firefighting procedures and consider the hazards of other involved materials. Use supplied air respirator if product is involved in a fire. Firefighters must use standard protective equipment including flame retardant coat,helmet with face shield,gloves,rubber boots,and in enclosed spaces, SCBA. Unusual Fire&Explosion Decomposition may produce fumes,smoke,carbon monoxide, sulphur Hazards oxides, nitrogen oxides,and carbon dioxide. ACCIDENTAL RELEASE Do not release into the environment. MEASURES 6. ACCIDENTAL RELEASE MEASURES Spill Cleanup Methods Collect and dispose of spillage as indicated in section 13 of the MSDS. 7. HANDLING AND STORAGE Handling Avoid inhalation of dust. Provide adequate ventilation. Dust clouds may be explosive under certain conditions. Handling I Physical hazards Avoid exposing to heat and contact with strong oxidizing substances. Store in a cool place but keep from freezing. Storage Precautions Keep container tightly closed and dry. Material:4000082406 2 of 5 SAFETY DATA SHEET Version: 1.1 Date: 1, 03/01/2013 7 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Appropriate engineering controls Minimize dust generation and accumulation. Ventilate as needed to control airborne dust. Use explosion-proof ventilation equipment if airborne dust levels are high. Use explosion-proof ventilation equipment. Eye protection Chemical goggles are recommended. Skin and Body Protection Wear necessary protective equipment. Personal protection Always observe good personal hygiene measures,such as washing after handling the material and before eating,drinking, and/or smoking. Routinely wash work clothing and protective equipment to remove contaminants. Provide eyewash station and safety shower. Use explosion-proof ventilation equipment. Wash at the end of each work shift and before eating, smoking and using the toilet. Respiratory Protection Avoid breathing dust. In case of inadequate ventilation, use respiratory protection. 9. PHYSICAL AND CHEMICAL PROPERTIES Appearance Fiber Color Black Odor Odorless Density 1.7- 1.9 g/ml @20 °C Solubility(in Water) Insoluble in water Melting/Freezing Point 3,500 °C Decomposition Temperature >240 °C 10. STABILITY AND REACTIVITY Material:4000082406 3 of 5 SAFETY DATA SHEET Version: 1.1 Date: 03/01/2013 t, ;,.w ; Stability Contact with strong oxidizer or acid liberates poisonous and flammable gas. Conditions to avoid Avoid contact with oxidizing agents.Avoid dust formation.Avoid dust close to ignition sources. Dust clouds may be explosive under certain conditions. Hazardous Polymerization This product is stable at ambient conditions. Hazardous decomposition Material is stable under normal conditions. products 11. TOXICOLOGICAL INFORMATION Acute Toxicity:Oral Component:Carbon Type: LD 50 Species: Rat Result: >10,000 mg/kg Specific target organ toxicity-single exposure Component:Carbon Type: LD 50 Species:Mouse Route of Exposure: Intravenous Result:440 mg/kg 12. ECOLOGICAL INFORMATION No data available. 13. DISPOSAL CONSIDERATIONS Disposal Recommendations Dispose of waste at an appropriate treatment and disposal facility in accordance with applicable laws and regulations,and product characteristics at time of disposal. Uncleaned empty containers should be disposed of in the same manner as the contents 14. TRANSPORT INFORMATION Material:4000082406 4 of 5 SAFETY DATA SHEET Version: 1.1 Date: 1.e 03/01/2013 1 Department of Transportation (DOT) Not regulated. Sea(IMDG) Not regulated. Air(ICAO/IATA) Not regulated. Environmental hazards: Not regulated. 15. REGULATORY INFORMATION Additional information is available by request. 16. OTHER INFORMATION The information contained in this Material Safety Data Sheet is furnished without warranty,expressed or implied, except that it is accurate to the best knowledge of Milliken Chemical. Material:4000082406 5 of 5 ��, olu°Eo�ris,LC�ru2w�e Safety Data Sheet RenewWrap ESR Saturant Part A SECTION 1. IDENTIFICATION Product Identifier RenewWrap ESR Saturant Part A Product Family Epoxy Resin Recommended Use Industrial Use Only. Restrictions on Use None known. Manufacturer Milliken Infrastructure Solutions, LLC, P.O. Box 1926, Spartanburg, SC, 29303, msds@milliken.com, 1-864-472-9041 Supplier Milliken Infrastructure Solutions, LLC, P.O. Box 1926, Spartanburg, SC, 29303, msds@milliken.com, 1-864-472-9041 Emergency Phone No. Chemtrec US, 800-424-9300, 24 hours Chemtrec International, 703-527-3887, 24 hour SDS No. 0012 Date of Preparation August 27, 2014 SECTION 2. HAZARDS IDENTIFICATION GHS Classification Skin corrosion/irritation -Category2; Skin sensitization Categoryo rY 1•Aquaticuatic hazard (Chronic) -Category 2 GHS Label Elements ,A11111100 • Signal Word: Warning Hazard Statement(s): H315 Causes skin irritation. H317 May cause an allergic skin reaction. H411 Toxic to aquatic life with long lasting effects. Precautionary Statement(s): Prevention: P261 Avoid breathing dust/fume/gas/mist/vapours/spray. P280 Wear protective gloves. P264 Wash hands thoroughly after handling. P273 Avoid release to the environment. Response: P302 + P352 IF ON SKIN: Wash with plenty of water. P333+ P313 If skin irritation or rash occurs: Get medical advice/attention. Disposal: P501 Dispose of contents/container in accordance with local, regional, national and international regulations. Other Hazards None known. Product Identifier: RenewWrap ESR Saturant Part A SDS No.: 0012 Page 01 of 05 Date of Preparation: August 27, 2014 ,Fytlil`tkE'11 n I c 7^ RenewWrap ESRTechnical September 20144 !cc ES FRP ,r-r:g ,en,r s;Syster, SATURANT 2-Part Epoxy Impregnation Resin Description RenewWrapTM ESR Saturant is a two-component, 100% solids high strength, high modulus, moisture insensitive epoxy . resin for impregnating RenewWrap ESR reinforcing fabrics. Features and Benefits • Simple 2:1 mix ratio fig' F • Medium viscosity enabling vertical and overhead ,.. (oor a. applications and facilitatingcomplete impregnation of the pp p FRP reinforcing fabrics • VOC compliant, low odor • 100%solvent free Storage/Shelf Life Packaging Store in a cool, dry place at 40-90°F(4-32"C)away from RenewWrapTM ESR SATURANT is supplied in 2 parts. Each flame or other hazards. Shelf life is 24 months when properly part is ordered separately according to the 2:1 mix ratio to stored in unopened packaging. determine the desired quantity of mixed resin. Limitations Component Volume Package Description • Substrate/ambient temperature must be greater than 40°F (4"C) Part A 52 gallon 55-gal drum • Age of concrete substrate should be 21-28 days or within 5 gallon 5-gal pail 75%of its 28-day strength 2.5 gallon 5-gal pail • Do not thin with solvents Part B 52 gallon 55-gal drum • Color may change slightly due to UV exposure. • Cured material will act as a vapor barrier 2.5 gallon 2.5 gal jug • Avoid applying material when the temperature is rapidly 1.25 gallon 2.5-gal jug rising to minimize the effects of moisture vapor transmission General Characteristics Mechanical and Physical Properties Property Typical value Property Typical Value Mix ratio 2:1 (by volume) Tensile Strength(ultimate)I 6.5 ksi (55 MPa) Colon Part A: Green Tensile Modulus" 300 ksi (2755 MPa) Part B:Amber Tensile Elongation at Break' 5.5°A) Mixed: Green Compressive Strength2 10.3 ksi (71 MPa) Pot Life @ 50°F(10°C): 180 min. @ 90°F(32°C Compressive Modulus" 290 ksi (2000 MPa) : '' cox 90°F(32°C)):20 min. min. Specific Gravity 1.1 Coverage Rates/Ply 50-60 SFlgalion(CF335) T.g' 145°F (63°C) 40-50 SF/gallon(CF600) 5 •E;_� >� ..:: :f .,4.�.,.;a:= E.�. ,�i;_;J, �ss. .'.. .. .. 30-40 SF/gallon(GF875) c r‘= -,.tit )i. ...... •' ';:.:c:d.€ )):.,5 t` i.._.:-u,:Uos, m), , 1,40. Milliken Infrastructure Solutions, LLC 920 Milliken Road, M-153 9 Spartanburg, SC 29304 , infrastructure 1-855.655-6750 m Solutions,Li.t. structuralstrengthening.milliken.com Construction Information RenewWrap'' ESR ICC-ES Fri'S:, rergLhening System General Application Notes The RenewWrapTM ESR FRP strengthening system shall he installed by trained and qualified contractors experienced with doing concrete and masonry repairs, surface preparation, and the application of coatings. RenewWrap ESR strengthening systems may be applied using wet or dry lay-up methods. General guidance for the application of the RenewWrap ESR system is summarized in the following steps. For detailed instructions consult the technical data sheets of the individual constituent materials and detailed installation instructions available from Milliken. Surface Preparation • Make necessary repairs to the existing concrete or masonry elements to be strengthened as directed by Engineer of Record. • Prepare the surfaces to receive the RenewWrap ESR system in accordance with the requirements specified by the Engineer of Record for bond-critical or contact-critical applications. Typically, for bond-critical applications the surfaces should be prepared to a minimum surface profile of CSP-3 (Ref. ICRI 310.2) by sandblasting or other mechanical means. Remove all laitance, grease, oils, curing compounds, previous coatings, or other foreign materials using mechanical means like sandblasting. • Clean prepared surfaces of all dust by blowing with oil-free compressed air and insure surfaces are dry prior to applying the RenewWrap system. Mixing Instructions • Condition material to 65'5F(18°C)prior to use. Thoroughly stir each component before mixing them together. • Mix only the amount of material that can be used within the expected pot life accounting for the ambient temperature. • Mix ratio is 2:1 by volume. Proportion 2 parts of component"A"and 1 part of component"B" into a clean bucket. • Mix thoroughly with a low speed drill (400-600 rpm) using a "jiffy" style mixing paddle for a minimum of three minutes. Scrape the sides and bottom of the bucket while mixing. Keep the mixing paddle below the surface of the resin to avoid entrapping air. • Mixed material should be a uniform color and free of any lumps or streaks. Application • Reinforcing fabrics may be impregnated by hand in place or pre-impregnated by hand or machine prior to installing on the structural element to be strengthened. • For lighter weight fabrics, apply a 20 mil thick coat of RenewWrap ESR Saturant to the prepared surface and then gently apply the dry fabric into the wet saturant. Work out air bubbles and impregnate the reinforcing fabric using a fin roller by rolling in the direction of the fibers. Immediately apply a second 20 mil coat of Saturant to the top of the reinforcing fabric. Repeat this process for additional plies. For locations where the fabric is spliced or overlapped a 20 mil coat of saturant should be applied between the overlapped plies. • Heavier fabrics can be pre-impregnated by hand or by machine prior to placing on the structural member. • If previously applied coats of primer, paste or saturant are allowed to cure for more than 24 hours, the surface should be lightly sanded and wiped clean with an acetone-dampened cheesecloth before recoating. Health and Safety Consult Safety Data Sheets(SDS)and always use appropriate personal protective equipment when handling resins. Before using any Milliken infrastructure Solutions.LLC pronuct.the user must review the most recent version of the product's technical data'sheet.matenel safety data sheet and other applicable documents.available at www.strewrgtherringsolutivns.milliken.corn or by calling -855-85548750,LIMITED WARRANTY:M)liken Infrastructure Solutions, LLC is very proud of our innovative Rene.v'Nrap'"'products(the'Products")and our superior customer service.Y'ie hereby warrant to the original purchaser that the Products meet Milliken's standard specifications at the time of delivery from us If the Products are found to be defective because they do not meet this Warranty,then we will as the sole remedy either(at our option)refund the purchase price for those Products or provide replacement Products(in either case,not including shipping installation or any other cost).Naturaliv we are not responsible or liable for degradation,damage.liability or defect in,or related to.the Products caused by improper storage,use,installation or maintenance.any other party's representations.warranties,actions,or omissions,or acts of God.WE MAKE NO REPRESENTATION OR WARRANTY BEYOND THE EXPLICiT STATEMENTS CONTAINED IN THIS WARRANTY.AND ALL OTHER EXPRESS AND IMPLIED WARRANTIES,INCLUDIN'. '•NAR'.ANTIEs OF MERCHANTABILITY,FITNESS FORA PARTICULAR PURPOSE,INFRINGEME;ff.OR ANY WARRANTIES N'iIES EASED UPON SAMPLES.:'v11.OEL'.OR SPECIFICATIONS, ARE HEREBY EXPRESSLY D SCUMMED.NOTWITHSTANDING ANYTHING TO THE CONTRARY,IN NO EVENT SHALL WE BE LIABLE TO THE ORIGINAL PURCHASER OR ANYONE ELSE FOR ANY CONSEQUENTIAL..,INDIRECT,SPECIAL,OR EXEMPLARY(DR ANY SIMILAR TYPE.OF)DAMAGES RELATED TO THE PRODUCTS.As each customer's use of our Products and situation may be different,information we provide,including without limitation,use or installation.suggestions,test results,samples.eta is provided in good faith but without warranty and without accepting any responsibility or liability.Each customer mast test and he responsible for its own specific use,installation,application,etc.Ali saes are sxc.usiv.ly subject to our standard terms of sale posted at www.nmiliiken.comitenns(all additional/different terms are rejected)unless explicitly agreed otherwise in a signed writing.This Warranty is governed by the laws of the United States and the State of Smith Carolina,U S.A.(without giving effect to its conflict of law principles).and any party desiring to take action under this Warranty hereby submits to the exclusive jurisdiction of the courts in such jurisdiction and waive any inconvenient forum claims related thereto.In the unlikely even:that you have a warranty issue please contact your distributor or sales representative to discuss and resolve the matter in accordance with this Warranty. Milliken Infrastructure Solutions, LLC 920 Milliken Road, M-153 Spartanburg, SC 29304 • • _ Milliken Infrastructure 1-855-655-6750 Solutions, LLC structuralstrengthening.milliken.com SECTION 3. COMPOSITION/INFORMATION ON INGREDIENTS Chemical Name {CAS No. % Other Identifiers Bisphenol-A epoxy resin '25068-38-6 70-90 Propane, 1,3-bis(2,3-epoxypropoxy)-2,2-dimethyl- 117557-23-2 5-10 SECTION 4. FIRST-AID MEASURES First-aid Measures Inhalation Remove source of exposure or move to fresh air. Skin Contact Wash gently and thoroughly with lukewarm, gently flowing water and mild soap for 5 minutes. If skin irritation or a rash occurs, get medical advice/attention. Eye Contact Rinse the contaminated eye(s)with lukewarm, gently flowing water for 5 minutes, while holding the eyelid(s) open. If eye irritation persists, get medical advice/attention. Ingestion Do not induce vomiting; immediately call for medical help. First-aid Comments Some of the first-aid procedures recommended here require advanced first-aid training. Most Important Symptoms and Effects, Acute and Delayed None known. SECTION 5. FIRE-FIGHTING MEASURES Extinguishing Media Suitable Extinguishing Media CO2, extinguishing powder or water spray. Fight larger fires with water spray. Use fire fighting measures that suit the environment. Unsuitable Extinguishing Media None known. Specific Hazards Arising from the Chemical Heating increases the release of toxic vapour. Special Protective Equipment and Precautions for Fire-fighters Fire-fighters should wear appropriate protective equipment and self-contained breathing apparatus (SCBA). A full-body encapsulating chemical protective suit with positive pressure SCBA may be necessary. SECTION 6. ACCIDENTAL RELEASE MEASURES Personal Precautions, Protective Equipment, and Emergency Procedures Evacuate the area immediately. Isolate the hazard area. Keep out unnecessary and unprotected personnel. Use the personal protective equipment recommended in Section 8 of this safety data sheet. Environmental Precautions If the spill is inside a building, prevent product from entering drains, ventilation systems and confined areas. Methods and Materials for Containment and Cleaning Up Contain and soak up spill with absorbent that does not react with spilled product. Dike spilled product to prevent runoff. Other Information Report spills to local health, safety and environmental authorities, as required. Product Identifier: RenewWrap ESR Saturant Part A SDS No.: 0012 Page 02 of 05 Date of Preparation: August 27, 2014 SECTION 7. HANDLING AND STORAGE Precautions for Safe Handling Only use where there is adequate ventilation. Wear personal protective equipment to avoid direct contact with this chemical. Keep containers tightly closed when not in use or empty. Conditions for Safe Storage Store in an area that is: well-ventilated. Empty containers may contain hazardous residue. Store separately. Keep closed. Follow all precautions given on this safety data sheet. SECTION 8. EXPOSURE.CONTROLS/PERSONAL PROTECTION SEN = Sensitization (skin and/or respiratory). Appropriate Engineering Controls Use a local exhaust ventilation and enclosure, if necessary, to control amount in the air. Individual Protection Measures Eye/Face Protection Wear chemical safety goggles. Skin Protection Wear chemical protective clothing e.g. gloves, aprons, boots. Respiratory Protection Wear a NIOSH approved air-purifying respirator with an organic vapour cartridge. SECTION 9. PHYSICAL AND CHEMICAL PROPERTIES Basic Physical and Chemical Properties Appearance Clear green. Odour Faint Flash Point > 126°C (259°F) Relative Density (water = 1) 1.15 Other Information Physical State Liquid SECTION 10. STABILITY AND REACTIVITY Reactivity Not reactive under normal conditions of use. Chemical Stability Normally stable. Possibility of Hazardous Reactions Reacts with acids, alkalis and oxidizing agents reacts with amines. Conditions to Avoid None known. Incompatible Materials Polymerizes on contact with: amines (e.g. triethylamine), strong acids (e.g. hydrochloric acid), strong bases(e.g. sodium hydroxide), strong oxidizing agents (e.g. perchloric acid). Not corrosive to metals. Hazardous Decomposition Products Carbon monoxide and carbon dioxide. Product Identifier: RenewWrap ESR Saturant Part A SDS No.: 0012 Page 03 of 05 Date of Preparation: August 27, 2014 SECTION 11. TOXICOLOGICAL INFORMATION Likely Routes of Exposure Skin absorption; eye contact. Acute Toxicity Chemical Name LC50 !LD50 (oral) `LD50(dermal) Bisphenol-A epoxy resin 10000-11400 mg/kg (rat) Propane, 1,3-bis(2, >2100 mg/m3 (rabbit) ! > 2000 mg/kg (rat) 13-epoxypropoxy)-2, 12-dimethyl- Skin Corrosion/Irritation Human experience and animal tests show mild irritation. Serious Eye Damage/Irritation There is limited evidence of mild irritation. STOT(Specific Target Organ Toxicity)-Single Exposure Inhalation Reactive airways dysfunction syndrome (RADS). Skin Absorption Symptoms may include redness, rash, swelling and itching. Ingestion Irritation of the mouth, throat and stomach. Aspiration Hazard Symptoms may include coughing, choking, shortness of breath, difficult or rapid breathing, and wheezing. STOT(Specific Target Organ Toxicity)- Repeated Exposure Once sensitized, a severe allergic reaction may occur when subsequently exposed to very low levels. Respiratory and/or Skin Sensitization Respiratory sensitizer. Skin sensitizer. In sensitized people, exposure to a very small amount of product can cause symptoms including wheezing, difficult breathing, sneezing and runny or blocked nose. Can cause death. Symptoms can develop immediately following exposure or hours later. Repeated exposure will make the reaction worse. Carcinogenicity Not known to cause cancer. Reproductive Toxicity Development of Offspring Not known to harm the unborn child. Sexual Function and Fertility Not known to cause effects on sexual function or fertility. Effects on or via Lactation Not known to cause effects on or via lactation. Germ Cell Mutagenicity No information was located. Interactive Effects No information was located. SECTION 12. ECOLOGICAL INFORMATION Harmful to aquatic organisms, may cause long-term adverse effects in the aquatic environment. Not readily biodegradable. This product shows a low bioaccumulation potential. Product Identifier: RenewWrap ESR Saturant Part A SDS No.: 0012 Page 04 of 05 Date of Preparation: August 27, 2014 • Toxicity Acute Aquatic Toxicity Chemical Name LC50 Fish EC50 Crustacea FErC50 Aquatic Plants ErC50 Algae Bisphenol A epoxy resin 1 1-10 mg/L Persistence and Degradability No ingredient of this product or its degradation products is known to be highly persistent. Mobility in Soil No information was located. Other Adverse Effects There is no information available. SECTION 13. DISPOSAL CONSIDERATIONS Disposal Methods Bury in a licensed landfill or burn in an approved incinerator according to federal, provincial/state, and local regulations. SECTION 14. TRANSPORT INFORMATION Not regulated under Canadian TDG Regulations. Not regulated under US DOT Regulations. Regulation UN No. Proper Shipping Name Transport Packing Hazard Class(es), Group } Special Precautions Not applicable for User Transport in Bulk According to Annex II of MARPOL 73/78 and the IBC Code Not applicable SECTION 15. REGULATORY INFORMATION Safety, Health and Environmental Regulations Canada Domestic Substances List (DSL)/Non-Domestic Substances List (NDSL) All ingredients are listed on the DSL or are not required to be listed. USA Toxic Substances Control Act (TSCA)Section 8(b) All ingredients are listed on the TSCA Inventory. SECTION 16. OTHER INFORMATION NFPA Rating Health -2 Flammability - 1 Instability -0 SDS Prepared By Doyle Dixon Phone No. 707-747-6738 Product Identifier: RenewWrap ESR Saturant Part A SDS No.: 0012 Page 05 of 05 Date of Preparation: August 27, 2014 Created using (AA/Write"' • V1/4'-12.942,"./ 5�Iar�4 ns Lt Infrastructure Safety Data Sheet RenewWrap ESR Saturant Part B SECTION 1. IDENTIFICATION Product Identifier RenewWrap ESR Saturant Part B Product Family Amine Hardener Recommended Use Industrial Use Only. Restrictions on Use None known. Manufacturer/ Milliken Infrastructure Solutions, LLC, P.O. Box 1926, Spartanburg, SC, 29303, Supplier msds@milliken.com, 1-864-472-9041 Emergency Phone No. Chemtrec US, 800-424-9300, 24 hours Chemtrec International, 703-527-3887, 24 hour SDS No. 0014 Date of Preparation August 28, 2014 SECTION 2. HAZARDS IDENTIFICATION GHS Classification Skin corrosion/irritation-Category 1C; Serious eye damage/eye irritation -Category 2A; Skin sensitization -Category 1 GHS Label Elements r- ,41 ` Danger Hazard Statement(s): H314 Causes severe skin burns and eye damage. H317 May cause an allergic skin reaction. Precautionary Statement(s): Prevention: P264 Wash hands and skin thoroughly after handling. P280 Wear protective gloves/protective clothing/eye protection/face protection. Response: P301 + P330 + P331 IF SWALLOWED: Rinse mouth. Do NOT induce vomiting. P303 + P361 + P353 IF ON SKIN (or hair): Take off immediately all contaminated clothing. Rinse skin with water/shower. P304 + P340 IF INHALED: Remove person to fresh air and keep comfortable for breathing. P305 + P351 + P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P333 + P313 If skin irritation or rash occurs: Get medical advice/attention. P337 + P313 If eye irritation persists: Get medical advice/attention. P363 Wash contaminated clothing before reuse. Disposal: P501 Dispose of contents/container in accordance with local, regional, national and international regulations. Other Hazards Warning. May be a health hazard in confined spaces. Product Identifier: RenewWrap ESR Saturant Part B SDS No.: 0014 Page 01 of 06 Date of Preparation: August 28, 2014 SECTION 3. COMPOSITION/INFORMATION ON INGREDIENTS Mixture: Chemical Name CAS No. % !Other Identifiers Proprietary Component `CBI* 30 Aromatic Urethane Modifier CBI* 30........._._..._....__`.._................................._.._-- Benzyl alcohol `100-51-6 15 1Polyoxypropylenediamine 9046-10-0 10 SECTION 4. FIRST-AID MEASURES First-aid Measures Inhalation Take precautions to ensure your own safety before attempting rescue(e.g. wear appropriate protective equipment). Remove source of exposure or move to fresh air. If experiencing respiratory symptoms(e.g. coughing, shortness of breath, wheezing), call a Poison Centre or doctor. Immediately call a Poison Centre or doctor. Skin Contact Avoid direct contact. Wear chemical protective clothing if necessary. Take off contaminated clothing, shoes and leather goods(e.g. watchbands, belts). Immediately rinse with lukewarm, gently flowing water for 15-20 minutes. If skin irritation occurs get medical advice/attention. Eye Contact Avoid direct contact. Wear chemical protective gloves if necessary. Immediately rinse the contaminated eye(s)with lukewarm, gently flowing water for 15-20 minutes,while holding the eyelid(s) open. If eye irritation persists, get medical advice/attention. Ingestion Rinse mouth with water. Never give anything by mouth if victim is rapidly losing consciousness, or is unconscious or convulsing. Do not induce vomiting. Get medical advice/attention if you feel unwell or are concerned. Most Important Symptoms and Effects,Acute and Delayed If on skin: may cause moderate to severe irritation. If in eyes: may cause moderate to severe irritation. May be harmful if swallowed may cause sensitization by skin contact. Immediate Medical Attention and Special Treatment Target Organs Lungs, respiratory system, skin. Special Instructions Not applicable. Medical Conditions Aggravated by Exposure None known. SECTION 5. FIRE-FIGHTING MEASURES Extinguishing Media Suitable Extinguishing Media Use water to keep non-leaking, fire-exposed containers cool. Unsuitable Extinguishing Media None known. Specific Hazards Arising from the Chemical Heating increases the release of toxic vapour. In a fire, the following hazardous materials may be generated: very toxic carbon monoxide, carbon dioxide; corrosive, oxidizing nitrogen oxides. Product Identifier: RenewWrap ESR Saturant Part B SDS No.: 0014 Page 02 of 06 Date of Preparation: August 28, 2014 Special Protective Equipment and Precautions for Fire-fighters Fire-fighters should wear appropriate protective equipment and self-contained breathing apparatus (SCBA). Chemical protective clothing (e.g. chemical splash suit) and positive pressure SCBA may be necessary. SECTION 6. ACCIDENTAL RELEASE MEASURES Personal Precautions, Protective Equipment, and Emergency Procedures Evacuate the area immediately. Isolate the hazard area. Keep out unnecessary and unprotected personnel. Do not touch damaged containers or spilled product unless wearing appropriate protective equipment. Increase ventilation to area or move leaking container to a well-ventilated and secure area. Environmental Precautions Do not allow into any sewer, on the ground or into any waterway. If the spill is inside a building, prevent product from entering drains, ventilation systems and confined areas. Methods and Materials for Containment and Cleaning Up Small spills or leaks: stop or reduce leak if safe to do so. Contain and soak up spill with absorbent that does not react with spilled product. Place used absorbent into suitable, covered, labelled containers for disposal. Large spills or leaks: dike spilled product to prevent runoff. Collect using shovel/scoop or approved HEPA vacuum and place in a suitable container for disposal. SECTION 7. HANDLING AND STORAGE Precautions for Safe Handling Do not breathe in this product. Prevent all skin contact. Do not get in eyes. Only use where there is adequate ventilation. Immediately report leaks, spills or failures of the safety equipment (e.g. ventilation system). If product is transferred to another container, ensure new container is suitable for the product. Wear personal protective equipment to avoid direct contact with this chemical. Do NOT eat, drink or store food in work areas. Remove contaminated clothing and protective equipment before entering eating areas or leaving work area. Wash hands thoroughly after handling this material. Conditions for Safe Storage Store in an area that is: ventilated. Store in corrosive resistant container with a resistant inner liner. Empty containers may contain hazardous residue. Store separately. Keep closed. Follow all precautions given on this safety data sheet. Comply with all applicable health and safety regulations, fire and building codes. SECTION 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Control Parameters ACGIH TLV® OSHA PEL AIHA WEEL Chemical Name TWA STEL TWA Ceiling 8-hr TWA TWA Benzyl alcohol 10 ppm Appropriate Engineering Controls In a confined space: general ventilation is usually adequate. For large scale use of this product: do not allow product to accumulate in the air in work or storage areas, or in confined spaces. Provide eyewash and safety shower if contact or splash hazard exists. Individual Protection Measures Eye/Face Protection Wear chemical safety goggles. Skin Protection Wear chemical protective clothing e.g. gloves, aprons, boots. Butyl rubber, neoprene rubber, nitrile rubber. Respiratory Protection Wear a NIOSH approved air-purifying respirator with an organic vapour cartridge. Product Identifier: RenewWrap ESR Saturant Part B SDS No.: 0014 Page 03 of 06 Date of Preparation: August 28, 2014 SECTION 9. PHYSICAL AND CHEMICAL PROPERTIES Basic Physical and Chemical Properties Appearance Colourless liquid. Odour Ammonia-like Flash Point 117°C (243°F) (Isophorone diamine) Relative Density (water = 1) 0.92(Isophorone diamine) Other Information Physical State Liquid SECTION 10. STABILITY AND REACTIVITY Reactivity Not reactive under normal conditions of use. Chemical Stability Normally stable. Possibility of Hazardous Reactions None expected under normal conditions of storage and use. Conditions to Avoid Open flames, sparks, static discharge, heat and other ignition sources. Incompatible Materials Strong acids (e.g. hydrochloric acid), strong oxidizing agents (e.g. perchloric acid). Hazardous Decomposition Products Ammonia. SECTION 11. TOXICOLOGICAL INFORMATION Severely irritating to the respiratory system harmful if swallowed.Aspiration hazard if swallowed. Can enter lungs and cause damage. May cause burns to mouth, throat and stomach. Corrosive to the skin. Causes burns. Corrosive to the eyes. Causes burns. Likely Routes of Exposure Inhalation; skin contact; eye contact. Acute Toxicity Chemical Name LC50 LD50 (oral) LD50 (dermal) Proprietary Component i 1030 mg/kg (rat) Benzyl alcohol I 8.9 mg/L(rat) (4-hour 1610 mg/kg (rat) 12000 mg/kg (rabbit) exposure) Polyoxypropylenediamine 2885 mg/kg (rat) 2980 mg/m3 (rat) Skin Corrosion/Irritation Animal tests show moderate or severe irritation. Serious Eye Damage/Irritation Causes serious eye irritation based on skin irritation information. STOT(Specific Target Organ Toxicity)-Single Exposure Inhalation Symptoms may include coughing, shortness of breath, difficult breathing and tightness in the chest. Skin Absorption Corrosive to skin. Causes burns. May cause sensitization by skin contact. Product Identifier: RenewWrap ESR Saturant Part B SDS No.: 0014 Page 04 of 06 Date of Preparation: August 28, 2014 Ingestion Harmful if swallowed. May cause burns to mouth throat and stomach. Aspiration Hazard Can cause lung damage if aspirated based on human experience. STOT(Specific Target Organ Toxicity)- Repeated Exposure Once sensitized, a severe allergic reaction may occur when subsequently exposed to very low levels. Respiratory and/or Skin Sensitization In sensitized people, exposure to a very small amount of product can cause symptoms including wheezing, difficult breathing, sneezing and runny or blocked nose. Can cause death. Symptoms can develop immediately following exposure or hours later. Repeated exposure will make the reaction worse. Carcinogenicity Not known to cause cancer. Key to Abbreviations A5= Not suspected as a human carcinogen. Reproductive Toxicity Development of Offspring Not known to harm the unborn child. Sexual Function and Fertility Not known to cause effects on sexual function or fertility. Effects on or via Lactation Not known to cause effects on or via lactation. Germ Cell Mutagenicity Not known to be a mutagen. Interactive Effects No information was located. SECTION 12. ECOLOGICAL INFORMATION Harmful to aquatic organisms, may cause long-term adverse effects in the aquatic environment. Not readily biodegradable. This product shows a low bioaccumulation potential. Toxicity Acute Aquatic Toxicity ErC50 Aquatic ErC50 Algae Chemical Name LC50 Fish 3EC50 Crustacea plants Proprietary Component i 110 mg/L (96-hour; ! 23 mg/L (Daphnia i 37 mg/L(72-hour; semi-static) magna(water flea); static) ,48-hour; static) Benzyl alcohol 460 mg/L 360 mg/L(Daphnia I(Pimephales Imagna(water flea); !promelas (fathead 48-hour) minnow); 96-hour) Polyoxypropylenediamine >220 mg/L 1(96-hour) :........................................................................................................................................................................................................................................................................................................................................................................................................................... Persistence and Degradability Does not degrade rapidly based on quantitative tests. Bioaccumulative Potential This product and its degradation products not expected to bioaccumulate based on the n-octanol/water partition coefficient(Log Kow). Product Identifier: RenewWrap ESR Saturant Part B SDS No.: 0014 Page 05 of 06 Date of Preparation: August 28, 2014 SECTION 13. DISPOSAL CONSIDERATIONS Disposal Methods This product and its container must be disposed of as hazardous waste. Do NOT dump into any sewers, on the ground or into any body of water. Dispose of or recycle empty containers through an approved waste management facility. SECTION 14. TRANSPORT INFORMATION Regulation ; UN No. Proper Shipping Name Transport Packing Hazard Class(es) Group EUS DOT UN 1760 Corrosive Liquid, N.O.S. (Alkyl Polyamine) 8 III 'Canadian TDG UN 1760 Corrosive Liquid, N.O.S (Alkyl Polyamine) 8 III Special Precautions Not applicable for User Transport in Bulk According to Annex II of MARPOL 73/78 and the IBC Code Not applicable SECTION 15. REGULATORY INFORMATION Safety, Health and Environmental Regulations Canada WHMIS Classification Class D2B Class E D2B -Toxic(Skin irritant; Eye irritant; Skin sensitization); E-Corrosive This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations and the SDS contains all of the information required by the Controlled Products Regulations. Domestic Substances List (DSL)/Non-Domestic Substances List (NDSL) All ingredients are listed on the DSL or are not required to be listed. USA Toxic Substances Control Act (TSCA) Section 8(b) All ingredients are on the TSCA Inventory or are exempt from TSCA Inventory requirements under 40 CFR 720. SECTION 16. OTHER INFORMATION NFPA Rating Health -3 Flammability - 1 Instability -0 SDS Prepared By Doyle Dixon Phone No. 707-747-6738 Product Identifier: RenewWrap ESR Saturant Part B SDS No.: 0014 Page 06 of 06 Date of Preparation: August 28, 2014 Created using 1 i to Milliken Renew-Wrap- ESR C - S FRP Strengthening System Installation Guide Date of Issue: November 2014 Revision: Rev. 0(Initial Release) Milliken Infrastructure Solutions, LLC enew /rap ES Installation Guide THIS MANUAL IS STRICTLY CONFIDENTIAL AND NO PART THEREOF SHALL BE COPIED OR DISCLOSED TO A THIRD PARTY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF MILLIKEN INFRASTRUCTURE SOLUTIONS, LLC. CONTACT REPRESENTATIVE: Bob Atkin, QA/QC Manager Milliken Infrastructure Solutions, LLC 1733 Majestic Drive, Suite 101 Lafayette, CO 80026 Phone: 720-921-8810 Cell: 303- 550-2656 Fax: 720-398-3378 structuralstrengthening@milliken.com November 2014 Page 2 of 12 1,1,Ank Revision 0 enewWrap ESRInstallation Guide EDGE STRUCTURAL COMPOSITES INSTALLATION GUIDE CONTENTS 1. Pre-installation 2. Surface preparation 3. Saturator setup 4. Application of FRP primer 5. Application of filler/adhesive 6. Manual application of FRP reinforcement 7. Application of pre-saturated FRP reinforcement 8. Field quality control 9. Repair of damaged or defective areas 10. Appendix A. Equipment list 1 PRE- INSTALLATION • Assemble all tools, equipment, required documents and copy of specifications and project drawings. • Clear work area providing adequate work space and protect all surfaces not receiving repairs with plastic sheeting. • Fabric for small installations not requiring use of saturator may be pre-cut and stored flat or on a roll of no less than 4 inch radius (100mm) • MSDS' s, Safety and Emergency instructions to be posted at all times. November 2014 Page 3 of 12 1•f Revision 0 o r t.a tuc r>° enewWrap ESRInstallation Guide • Protective clothing and equipment to be worn for duration of job. • Refer to section 3.02 of manufacturers specifications for environmental conditions. 2 SURFACE PREPARATION 2.1 CONCRETE • Unsound areas of the concrete substrate (such as broken pieces, delaminated areas, etc.) must be removed to reveal sound material. • If corrosion of the existing steel reinforcement exists, the steel and concrete must be repaired before installation of the FRP. Any deteriorated concrete or corroding reinforcing steel must be repaired per ICRI Guideline#03730. DO NOT COVER CORRODING REINFORCING STEEL WITH FRP. • Voids in the concrete substrate greater than 0.50 in (500 mm) in depth must be filled with an appropriate repair mortar. The repair material shall be selected per ICRI Guideline#03733 and the project requirements. If required,the bond strength of the repair material to the existing concrete may be verified with pull testing per ASTM D 4541. Minimum direct pull-off strength required is 200 psi (1.4 MPa). • Cracks in the concrete substrate greater than 0.010 in (0.25 mm) wide must be injected with epoxy or similar material approved by the Engineer of Record. • Prior to initiating surface preparation procedures,the Contractor shall first prepare a representative sample area. The sample area shall be prepared in accordance with the requirements of this Specification, and shall be used as a reference standard depicting a satisfactorily prepared substrate. • Uneven concrete surface irregularities (offsets) must be ground and smoothed to less than 0.04 in (1 mm). • When fiber reinforcement is run around outside corners or edges, these corners must be rounded to a radius of no less than 0.5 in (13 mm). Application of fiber November 2014 Page 4 of 12 Revision 0 ' «'",->. new rap S Installation Guide reinforcement around inside corners shall be avoided. No detailing is required if fiber is run parallel to corners. • When bond of the FRP to the concrete substrate is required for structural performance, the surface of the concrete substrate must be profiled using abrasive blasting and/or disc grinding to a minimum ICRI CSP 3 (refer to ICRI Guideline #03732). Surface materials (laitance, surface lubricants, broken mortar pieces, paint coatings, staining, etc.) must be removed by abrasive blasting and/or disc grinding. Dust generated from surface grinding must be removed using a clean air blower or other suitable means. If the dust has been removed by means of water washing, the surface must be thoroughly dried. • When structural performance relies only on the bond of the FRP to itself at lap splices,the substrate must be cleaned of any dust, debris, or laitance. 2.2 PLASTER Although not recommended, FRP shall be applied to plaster ONLY when specified by the designer, and only in contact critical applications, never in bond critical applications. • Surface materials (laitance, surface lubricants, broken plaster pieces, paint coatings, staining, etc.) must be removed by abrasive blasting and/or disc grinding. Dust generated from surface grinding must be removed using a clean air blower or other suitable means. If the dust has been removed by means of water washing, the surface must be thoroughly dried. • Voids, missing plaster etc shall be patched with an appropriate patching compound. • Uneven surface irregularities(offsets) must be ground and smoothed to less than 0.04 in (1 mm). • When fiber reinforcement is run around outside corners or edges, these corners must be rounded to a radius of no less than 0.5 in (13 mm). Application of fiber reinforcement around inside corners shall be avoided. No detailing is required if fiber is run parallel to corners. November 2014 Page 5 of 12 Revision 0 Rer ewl rap ESR Installation Guide 3 SATURATOR SETUP • Saturator must be placed on a level surface with an adequate working area all around. • Set gap between the upper rollers to appropriate spacing for Velacarb 335 or 600 fabric. Note, gap sizing will vary depending on temperature and resin viscosity. • Saturator resin bath and all rollers shall be cleaned with an appropriate solvent at least once during each work day and at the end of each work day. Clean up shall be initiated at first sign of resin 'gel' in resin bath and must be completed before cure. • Carbon fabric shall be routed under hold down bar in resin bath and come UP through upper rollers and be taken up on a PVC roll until the required length is reached. • Glass fabric shall be routed under hold down bar in resin bath and come DOWN through upper rollers and be taken up on a PVC roll until the required length is reached. • Cut and saturated fabric on PVC rolls shall be stored in a clean area free from dust and direct sunlight until applied to the surface (max 15 min). 4 APPLICATION OF FRP PRIMER • All surfaces must be clean, dry and free of all dust and debris. • Prepare epoxy primer in accordance with manufacturers instructions. Mix only the quantity of primer that can be used within its batch life. Batch life will be reduced in higher temperatures and when mixed in higher volumes. Adjust batch size accordingly. Do not use any epoxy, which has exceeded its batch life. • To avoid allowing primer to cure prior to FRP application, apply primer only to surfaces, which will be laminated within 3 hours. November 2014 Page 6 of 12 Revision 0 • etlewWrap ESRInstallation Guide • Constituent parts must be accurately metered and thoroughly mixed for between 2 and 3 minutes. For large batches (over 1 gallon) use a mechanical mixer. • Apply primer to repair surfaces with a medium nap roller or non-shedding brush. Apply 2nd coat, if needed,to areas, which have thoroughly absorbed the 15t coat. • Using a brush, stipple primer into any voids, bug holes etc. • When priming masonry, particular attention must be paid to priming the mortar. • Primary resin may be thickened to desired viscosity by using silica fume. • Desired viscosity may depend on application type and repair surface orientation (horizontal, vertical or overhead). 5 APPLICATION OF FILLER/ADHESIVE (WHERE NEEDED) • All surfaces must be primed. Primer, which has cured for over 24hrs, must be abraded with a light sand sweep, sandpaper or abrasive pad and solvent wipe. • Prepare epoxy filler/paste in accordance with manufacturers instructions. Mix only the quantity of filler that can be used within its batch life. Batch life will be reduced in higher temperatures and when mixed in higher volumes. Adjust batch size accordingly. Do not use any epoxy, which has exceeded its batch life. • To avoid allowing filler to cure prior to FRP application, apply primer only to surfaces, which will be laminated within 1 hour. • Constituent parts must be accurately metered and thoroughly mixed for between 2 and 3 minutes. For large batches (over 1 gallon) use a mechanical mixer. • Apply filler to surface voids using a steel or stiff plastic spreader. Ensure all voids and offsets are thoroughly filled and excess filler is removed. November 2014 Page 7 of 12 ` #./ 0,5 int f+�'t,l4:u Revision 0 Rt.i ,i t.,r.,. RenewWrap ESRInstallation Guide • Only the mortar lines need be filled on masonry, except for large offsets. 6 MANUAL APPLICATION OF FRP REINFORCEMENT • All surfaces must be primed and, where needed, filled. Primer&filler, which has cured for over 24hrs, must be abraded with a light sand sweep, sandpaper or abrasive pad and a solvent wipe unless still tacky to the touch. • Prepare epoxy saturating resin in accordance with manufacturers instructions. Mix only the quantity of epoxy that can be used within its batch life. Batch life will be reduced in higher temperatures and when mixed in higher volumes. Adjust batch size accordingly. Do not use any epoxy, which has exceeded its batch life. • Fabric should be pre cut to required lengths and widths and clearly labeled. • Using a roller, apply a coat of mixed resin to a suitable worktable, which has been protected with plastic sheeting. Lay pre cut fabric onto resin coat and press down with a soft plastic spreader.Apply more resin to the fabric and spread evenly until fabric is fully covered and saturated thoroughly with resin. Allow to sit for 1 minute, applying more resin if needed. Squeegee off excess resin if necessary and roll fabric onto a PVC plastic tube with approx 4" diameter. • Apply saturated fabric to repair surface. Orient fibers as detailed in project drawings and within specified tolerances. Fibers shall be laid taut and without wrinkles. Using soft plastic spreaders and (suitably protected) hands, smooth out wet fabric ensuring full contact with the surface and to remove trapped air. Fibers must be straight and aligned correctly.Apply additional saturating resin, if needed, during the smoothing out to assist in handling. • To join ends of fabric; overlaps in the longitudinal direction must be a minimum of 6". Additional saturating resin can be used to insure complete bonding between layers and lack of voids. No overlap is needed between adjacent bands of fabric. Overlaps must be staggered for multiple layers. • For applying additional layers,follow items 3 through 6. November 2014 Page 8 of 12 11• Revision 0 a.tt3�G �trru,n enewWrap ESR Installation Guide • Check applied laminates after 30-45 minutes and again prior to gel stage to ensure that no voids or delaminations are present. • Avoid exposure of the installed composite to excessive sunlight, dust, etc.,during curing. Plan accordingly to avoid exposure of composite to rain during curing. 7 APPLICATION OF PRE-SATURATED FRP REINFORCEMENT • All surfaces must be primed and, where needed, filled. Primer&filler, which has cured for over 24hrs, must be abraded with a light sand sweep, sandpaper or abrasive pad and a solvent wipe unless still tacky to the touch. • Roll saturated fabric onto repair surface using PVC roller. Orient fibers as detailed in project drawings and within specified tolerances. Fibers shall be laid taut and without wrinkles. Using soft plastic spreaders and (suitably protected) hands, smooth out wet fabric ensuring full contact with the surface and to remove trapped air. Fibers must be straight and aligned correctly.Apply additional saturating resin, if needed, during the smoothing out to assist in handling. • To join ends of fabric, overlaps in the longitudinal direction must be a minimum of 6". Additional saturating resin can be used to insure complete bonding between layers and lack of voids. No overlap is needed between adjacent bands of fabric. Overlaps must be staggered for multiple layers. • Forapplying additional layers, follow items 3 through 6. Y g • Check applied laminates after 30-45 minutes and again prior to gel stage to ensure that no voids or delaminations are present. • Avoid exposure of the installed composite to excessive sunlight, dust, etc.,during curing. Plan accordingly to avoid exposure of composite to rain during curing. 8 FIELD QUALITY CONTROL 8.1 Supervision November 2014 Page 9 of 12 j Revision 0 uttt Renew Wrap ESR Installation Guide • A trained field supervisor shall observe all aspects of onsite preparation and material application including surface preparation, resin component mixing, application of primer, application of resin and fiber sheet, curing of composite, and the application of protective coatings. • Newly installed FRP composite materials shall be visually inspected to insure complete saturation, full contact between layers and to substrate, proper fiber orientation, and lack of wrinkles, bubbles, and voids. 8.2 Inspection for Voids/Delaminations • After allowing at least 24 hours for initial resin cure to occur, perform a visual and acoustic tap test inspection of the layered surface. • Large delaminations shall be marked for repair. Small delaminations less than 2 in2 (1300 mm2 ) in size and which are not localized do not require corrective action. • Large delaminations should be repaired by either injection with resin or, by removing delaminated area and patching with new fabric, allowing a 6" overlap all around the repair.This is at the discretion of the inspector. 9 REPAIR OF DAMAGED OR DEFECTIVE AREAS • Repair of all the defective work after the minimum cure time for the FRP laminates shall comply with material and procedural requirements defined in manufacturers specification or as provided by the manufacturer according to the type of defect,the type of application, and the materials used. • Repair all defects in a manner that will restore the system to the designed level of quality. Removal of defective sections shall be replaced and properly spliced with non-damaged areas. Splice locations shall be prepared for bond by abrading cured surfaces. Voids shall be prevented. • The Owner's representative shall approve repair procedures for conditions that are not specifically addressed in this specification. All repairs and touch up shall be made to the satisfaction of the Owner's representative and Engineer of Record. November 2014 Page 10 of 12 Revision 0 -,:L!L Renew wrap ESQ Installation Guide APPENDIX A. EQUIPMENT LIST 1. One saturator per 7 person crew 2. 4" diameter pvc tubes for saturated fabric 3. MSDS and all required documents 4. Surface preparation tools 5. Plastic sheeting 6. Work tables 7. Weight scale 8. Mixing pots and buckets 9. Brushes, rollers and roller trays 10. Trowels, plastic and metal 11. Scissors & utility knives 12. Solvent and cleaning cloths 13. Garbage containers and bags 14. Disposable gloves (latex and rubber) 15. Disposable outer suits 16. Safety glasses 17. Safety equipment as per installer's policy 18. Disposable and NIOSH respirators 19. First aid kit 20. Non toxic hand cleaner(citrus based) 21. Marking pens 22. Note pads & production forms 23. Glass (or suitable) sheets for witness panels 24. Grinders and grinding discs 25. Electric drills 26. Mixing sticks and mixing fixture for drill 27. Power source or portable generator 28. All needed electrical cords 29. Hand tools 30. Temperature and humidity meter 31. Tape measures 32. Ladders and scaffolding as needed 33. Storage container 34. Syringes for repairs& anchors 35. FiberBond fabrics as specified 36. Fiberbond laminating resin (A& B) 37. Fiberbond Primer(A& B) November 2014 Page 11 of 12 11. y;'til7 3 Y f 3�'�iP(GtRP% Revision 0 erewWrp ESR Installation Guide 38. Fiberbond Adhesive paste (A& B) 39. Fiberbond pultruded sections (if required) 40. Fiberbond Anchors (if required) November 2014 Page 12 of 12 Revision i Len i„Lrcrctse x ,c a ..EE4