Loading...
HomeMy WebLinkAboutBLD2007-002645 Certificates of Cert Welders.tif Piedmont Structural Co. Transmittal To: Ke,,,-r Gor^ie AIV C 6AAL%d Date: t~/2~ /07 Company: L*J000 5Tf.SL/ARc %A_ W01'44J Job Number. Tv,,o Name: /A/tL►~, P%s-c 3Yrt~ Location: IJ j&w-eoij A, We are Sending : ❑ Attached ❑ Under Separate Cover 10. [I Site Specific Safety Plan [1 MSD Sheets [I Co. Safety Plan Welding Cert. ❑ Welding Procedures ❑ Plans ❑ Specifications ❑ Shop Drawings ❑ Field Work Sketch ❑ Job Charge Sheets Other: WEl.a t►J4 d v,6 Lt F% cn. 41 Copies) Dated I RevNo~ Description A,~To n1 ~ S, ~~n S ' z f 6fa?aM,~ R,nn~i2£L~ F1F(trn£ILf.G~~.Zc Locv'./to~ 141fA0AIJ"_ 'lei µAAT.j MvT,e_q MM4oRYo Co~DoJAI ~~(!p/I~.R~J9 ~aM6. v M ~N Z 7~a.3 Mf*iz'..,~ SSp4+o LAPIDA j ~ Purpose: 0 For Approval 0 For Your Use O For Review & Comment 0 As Required 0 Other Copy To: Job File Signed: 4LC-jd S-'* we G + • - O C; v Goa ~ ~ 4 m t a c 3 •c V t" ~ a V ~ y; f ` 3Y E G y lkw -tz z "F p ~ 1 V ~ ~ - rJ %A E ri =v ■ w 1 ` ~ w o ~ a ► l 7 j [ " y G pV ~ V tr. C' . ~ V tom( ~ _ . y + &A d s ZE, u F a. e ti C r~ r TO 39Vd iondiS iNOWC13Id SEGO-6EE-tOL ST:bL BOOZ/bT/i0 Z I 2 Le F ]ai ~ ~ ~ F ~ 11t• r r ~ ~r~- rt` ~.a o 71 r~~ 9 Q, ?`17-O r Oo N X-, O b I N a 4 C .J r~ 41 t C _ JT D~ls :r r Ld J l1J 41 ~1 Ol oTpin g - I z W ~ it d v,,~ 1 z C N _ 0~ - t. d a acv 45- 9 '.z ~O 39dd l-:inais Illowr 3Id SEOO-GCE -VOL SZ bi 6OOc'IbT/TO 0 ~O1 G {t4 v N p 1 u 60 •E t ~ S ~ G• R a z ti G a R4 4 l'1 7C Y i ~ h • 3 SE00-GEE-b0L jr:VT 800Z/01/10 t0/Z0 39Vd l0rIJ1S 1NOWQ3Id O .o v VI dd ~ r i v ti Ike #1 3 rG7' ,/YLW~~ Cal.~CO.IIS < 'N, s yt ~ i1111e11~Q ~.'T 7'~.~..y~,w~~j ,.a Y_C ;r js tt - y r 'C y ~ Y'E kS s-c 7.a ERIVELDIT~G OP DRQY3 C~ TIONTEST RECORD eritifica ony y lyr 3 K ACS Pro1ect umber 09 10779 I1:DIv1©1*1T 11-RU iJRAL CO Wet: e sName,ATONIO.C:~SII VA `Sung er 649 38 3867< Stamp Number. ACS sue' y a ase 1Vlatenaly7xt4 f t~`rij riTj r F X }emu, w'~j3 ah ~T1~ dT a: it ®Coupon Thickness 1'.0 Cpu We1d.Date,04/06%05 Plate ® Pp,` Fillet r] Groove 4 . = b tK~~k atepecifca~on'i36 toA-~C3rouDPPipeGouponDtaimter~NlA Weld Parameters` fi - iWeldmg Process` ,FLAW Type SEMIjAUTO s ' Wdldinj Conf guratlon B-U2a,'. CoupenPosrt~on G WeldDeposrt TQickness 1.125 Weld Progression N/A Electrical Current::DC, "Polarity Shielding Gas: N/A Purge"Gas: N/A, Backing Material: CERAMIC; ' Flux Type NIA ' Electrode Single ®Double:❑ Filler Material SFA 5 20 - Filler, Class =E71T-GS ;Filler "FtiNumber+N/A, Coupon Welding Witnessed by_ RICHARD BOSTIC PIEDMONT STRUCTURAL, b = Test Results Visual"Examination Results - SATISFACTORY; Guided Bend Test Results: N/A Radiographic Test. Results: SATISFACTORY, Macroetch Test Results: N/A, Fillet Weld Break Test Results: N/A, . Fillet Size: N/A, Root Penetration: N/A, Coupon Testing Conducted by: ENGINEERING CONSULTING SERVICES, LTD., Date: 04/15/05 Gualif cation Welding Process: FCAW, Type: SEMI-AUTO, Electrode: SINGLE, Backing: WITH BACKING, Groove Positions: G Fillet Positions: 1F,2F Weld Progression: N/A, --"Fillet- Nfetals: A5.20"COMBINATIONS;--Buse-Materials:-AWS-SECT ION-3:I-AND ANNEX- - - Pipe Groove Diameters: OVER 24" O D WRACKING FLAT AND HORIZ. POSITIONS, Pipe Fillet Diameters: UNLIMITED, Groove Material Thickness: 125" TO UNLIMITED", Fillet Material Thickness: UNLIMITED, Groove Deposit Thickness: UNLIMITED,, Fillet Deposit Thickness: UNLIMITED, We certify. that the statements in this record are correct and that the test welds were prepared, welded, and tested 11146c0rdance'with the requirernents of section 4 of ANSI/AWS D1.1 -04: Date Ma 4, 005 s.. R Y ~w - - - ` ~ ~ ~ ° ~ '~",;~Pt dmon - tructural C~~ ~ r ,ons_ cti n e Vices ei art xs , t a ~ L it yf,~ tS a .t F r ~~S cdYa~ C' t+4 1 ~ ~ rrG ~7 Gt jY4, l~ ti .t I•"i ~ T 6909 International Drive, Suite 103 0 Greensboro, NC 27409 • (336) 856-7150 • Fax (336) 856-7160 r } t Piedmont Structural Co. WELDER, WELDING OPERATOR, OR TACK WELDER QUALIFICATION TEST RECORD Type of Welder Manual Name Salmon Meneses Social Security No. )=-roc-9065 Welding Procedure Specification No. PSC T3 Rev. 0 Date 4-10-03 Record Actual Values Used in Qualification Qualification Range Variables Process/Type SMAW Electrode (single or multiple) Single Single Curtent/Polarity DCEP Position 4G 1 F, 2F, 4F, I G, &4G Weld Progression na na Backing (YES or NO) YES Material/Spec. e.36- Base Metal Thickness: (Plate) Groove 1" unlimited Fillet na Unlimited Thickness: (Pipe/tube) Groove na unlimited Fillet na Unlimited Diameter. (Pipe) Groove na over 24" Fillet na unlimited Filler Metal Spec. No. AWS A5.1 Class E7018 F-No. F-4 F1-F4 Gas/Flux Type na Other na VISUAL INSPECTION Acceptable YES Guided Bend Test Results Type Result Type Result Side Send Meets code na ide Bend Meets code Ina na Fillet Test Results kppearance na Fillet Size na radure Test Rod Penetration no Macroetch na Describe the location , nature, and size of any crack or twang of the s Witnessed by S.Kesler Test Number 07-168 13 Organb ation Steel Inspection Services,LLC Date 6-20-07 RADIOGRAPHIC TEST RESULTS Ian Film Identification umber Results Remarks Number Results Remarks na na na na Interpreted by na Test Number na Organization na Date na We, the undersigned, certify that the statements in this record are t welds were prepared, welded, and tested in conformance with the requirements of Section 4 of AWS D1.1D1 M, ) S Welding Code - Steel. Contractor Piedmont Structural Co. 0R10- esu Carroll Amick r l r y Project Number 07-168 $212 6-23-07 AWS Cart # 82121271 Stee on Services, LLC P.O. Box 716, White Rock, SC 29177-0716 Phone 803.732.6068 Fax 803.732.1457 Piedmont Structural Co. WELDER, WELDING OPERATOR, OR TACK WELDER QUALIFICATION TEST RECORD Tyke of Welder Manual Name Randy Brown Social Security No. XXX-roc-8896 Weid'ag Procedure Specification No. PSC T1 Rev. 0 Date 4-10-03 Record Actual Values Used in Qualification Qualification Range Variables Processfrype SMAW Electrode (single or multiple) Single Single Cunent/Potartiy DCEP Position 2F 1 F& 2F Weld Progression na na Baci ft (YES or NO) YES Material/spec. A36 to A36 Base Metal Thicviess: (Plate) Groove na na Fillet if? Unlimited Thicimess: (Pipe/tube) Groove na na Fillet na Unlimited Diameter: (Pipe) Groove na na Fillet na unlimited Filler Metal Spec. No. AWS A5.1 Class E7018 F-No. F-4 F1-F4 Gas/Flux Type na Ofher na VISUAL INSPECTION Acceptable YES Guided Bend Test Results ? Type Result Type Result Side Bend na EEAna na ide Bend na na Fillet Test Results - Appearance Meets code Fillet Size 5116" Fracture Test Root Penetration meets code Macroetch Meets code (r'ae ~.:{.e +1.a S .e Nd 1i'9 .f .,f... ...._rd. `-C nf' .•f aFc Sre!.7{!'.en ` at'cr.,,rt,: Witnessed by S.Kesler Test Number 07-168 14 Organization Steel Inspection Services,LLC Date 6-20-07 RADIOGRAPHIC TEST RESULTS ridrn Identification Film Identification 14umber Results Remarks Number Results Remarks na na na na Interpted by na Test Number na Organ¢ation na Date na We; the undersigned, certify that the sta#ernerds in :AWS naco d the test welds were prepared, welded, and tested in earfmmarroe wrkh the requirements of Section 4 of D1 (2 Welding Code - Steel. Q Contractor Piedmont Structural ` ults Carroll Amick C~ Project Number 07-168 ate 6-23-07 AWS Cert. # 82121271 I%~` ection Services, LLC P.O. Box 716, White Rock, SC 29177-0 Phone 803.732.6058 Fax 803.732.1457 Piedmont Structural Co. WELDER, WELDING OPERATOR, OR TACK WELDER QUALIFICATION TEST RECORD Type of Welder Manual Name Martin Mujica Social Security No. xxx-roc-9573 Welding Procedure SpeaTcation Na PSC T1 Rev. 0 Date 4-10-03 Record Actual Values Used in Qualification Qualification Rouge Variables ProcessiType SMAW Electrode (single or multiple) angle Single CurratpolarilY OCEP Position 33 1F, 2F, 3F, 1G, 2G & 3G Weld Progression yph1 uphl Backing (YES or NO) YES MateriaYSpec A36 to A36 Base Metal Tbk*ness: (Plate) Groove 1L2" 1" Filet n3 Unlimited Thidvress: (PWube) Groove na 1" Fillet Unlimited Diameter (Pipe) Groove m over 24" Fillet tg Filler Metal unCanited Spec. No. AWS A5.1 Class E7018 F-No. F-4 F1-F4 Gas/Firnc Type Other Be VISUAL INSPECTION Acceptable YES Guided Bend Test Results Type Result T Result Side Bend Meets code 4naa na Side Bend Meets code na - - Fillet Test Results Appeararice na Fillet Size na racture Test Root Penetration na Macroetch na L Z2 . ary ~7ac'c ;r :a3ring of the spec'- Witnessed by S.Kesler Test Number 07-168 1 Organizz ion Steel Inspection Servk=,LLC Date 6-18-07 RADIOGRAPHIC TEST RESULTS zft Identification Film Identification umber Results Remarks Number Results Remarks na na na na lnterpreted by na Test Number na Organ¢ation na Date na W% the undersigned, certify that the statements in this record are welds were prepared, welded, and tested in conbrnarroe with the requirements of Section 4 of AWS D1.1Q t. ) Welding Code - Steel. Contrador Piedmont Structural Co. u Carrdl Amide Project Number 07-168 2 6-19-07 AWS Cert. # 82121271 Stee on Services, LLC P.O. Box 716, White Rock, SC 29177-0716 Phone 803.732.6058 Fax 803.732.1457 Piedmont Structural Co. WELDER, WELDING OPERATOR, OR TACK WELDER QUALIFICATION TEST RECORD Type of Weider Manual Name Hemandez R. Heiiodro Social Security No. xxx-x c-5434 Welding Procedure Specification No. PSC T1 Rev. 0 Date 4-10-03 Record Actual Values Used in Qualification Qualification Range Variables Process/Type SMAW Electrode (single or multiple) Single Single Cument/Polarity DCEP Position 4G 1F, 2F 4F 1 G $ 4G Weld Progression na na Backing (YES or NO) YES Material/Spec. A36 to A36 Base Metal Thiclawss: (Plate) Groove 1/2" 1" Fillet na Unlimited Thickness: (Pipe/tube) Groove na 1" Fillet na Unlimited Diameter. (Pipe) Groove na over 24" Fillet na unlimited Filler Metal Spec. No. AWS A5.1 Class E7018 F-No. F-4 F1-F4 Gas/Flux Type na Other na VISUAL INSPECTION Acceptable YES Guided Bend Test Results T Result Type Result Side Bend Meets code a na Lide nd Meets code a na F illet Test Results ce na Fillet Size na Test Root Penetration na Macroetch na the location nature and size of a crack or tearing of the specimen.) Witnessed by S.Kesler Test Number 07-168 12 Organization Steel Inspection Services,LLC Date 6-20-07 RADIOGRAPHIC TEST RESULTS Rim Identification Film Identification Yumber Results Remarks Number Results Remarks na na na na Interpreted by na Test Number na Organization na Date na - We, the undersigned, certify that the statements in tQh1s rect and the test welds were prepared, welded, and tested in confornance with the requirements of Section 4 of (2006) Structural Weldin g Code- Steel. Contractor Piedmont Structural Cults Carroll Amick Project Number 07-168 o, 6.23-07 AWS Carl:# 82121271 Pection Services, LLC P.O. Box 716, White Rock, SPhone 803.732.6068 Fax 803.732.1457 11/08/2007 12:46 8136219610 MCKNIGHT TESTING LAB PAGE 04 ~~t45 f ~~t~lsd PHONE (813) 628-0287 FAX : (813) 621-6910 CURTIS F. Mu NIGHT TESTING LABORATORIES, INC. Itf~~ ~ant►~~` TESTING and INSPECT10N 7708 E. BROADWAY TAMPA. FLORIDA 33619 cimtlohotmail,com www.moknighftesting.com Date: 11/1/07 Physical Test Results (5) wo # 07-5136 Customer; Piedmont Structural Co. 1409 East Blvd. Charlotte. NC. 28203 PO No. Type of Inspection: Mechanical Applicable Specification (s) Description: and/or Serial No. Welder Name: Benjamin Ramirez ID or SS # 611-98-9854 Material: WP3 or PQR - Alternative radiographic examination results N/A Break Test Test -----loo.------- - 1. O/H coupon - Passed 2. Vertical coupon -Passed NOTE: ~ 4 Inspected By: C Ken C. McKnight Date; 11/8/07 v £ 4+t .h,YY.•. ~'-.~Nk'C.v- 4 - '.S,r 1 L '„Y~ Y ~2~k s k`Jr~` r -,:~'r` x"3' '{-F Sr' r _ s _ + r i r'r %n F `r~` s'"~ •8'["'x'r 4s+r~ ;L. a ''i`ti~Y' y t ? qsi ,w f cf s~ . _ ,iF ~ c ~p ~ jrs ~'~'r xtiT'r ra t. sn 4 gtg - F ~ ar ~ Mz Z,L JiK. 7 +tl,. c} ~ ? k,{~ •s ~ < <4 fianj. _s i~s,t n~ } - r ~w sa is . _ _ . f f u, ~ tf is ~,°E~-4:~,`~f(p ~ to Mari ` ._y~.~~_, ~is~~ ar~~~i`tsr.~ t ~ , a «'r (rtLF lRR_3~tri~`rs wdr~~ F r C . ~ .3 -R-ter - ~3•`-s K ..t. {a 'tt+. i~~ '~;n ~i4`~, •C'°^^r•c--- ! ";~+fia ~ ~ , 1 1.~„ ~ Y ` ~ \ - tl 1 1 ~ 1 6 - ° ~ .,k • J I { °.,,ia ~~r~ t . ~ d;'i~i o'~i~'d. e ► r . a1FS o iet!5t";,;'-~~ _ d ~ ~ ~ My ,r ~ _ T ~ i ♦ 1 ° 1 t se~}k.' rev t'A ~ :c ~z~ ~ ~ 7`i d+~~y. :.e}.'~kd'- 'y.4y7s a a + :"oak "A."•Tp"~'oy,9~.,'P-°°+~a^++z,R3}r'6 . ~h'~ ,r f"°r~~- fi ..U Y~ 3 y~ A t.H~~'il~e~.`~js~. -Py,'~? Ys l' yY .*n- ;T.!•. F' i. 't~ IKw~Y'~Y~T! A l -*{aa-V,~y ' ~°~W< 1 :h.¢ ~ rer' .L". t• Y L . li rla_ x { ..1 1 - v "+~a , ~.~a.• A ~~~b t6 - :sr+'' ~1 t6°~. ! tt~'~v. ~gt.,~: ~`•4~a : t fii"C• o ~ - a L 1 a i 1 R c e i ~ ~p ~ ;~-r,`` ~ b.~ v rY :-~'C •t .,"r - ~._.s.: ','.~^°"_,.w„r ',~'°'r'~.` n .L.`..~ -?dJr!ztr -~~zr•K .~,a V ~E~e Yt« e l ' e 1 yr ® 5 0 j d iF a ct ~w~~ ~5 ` sf~~ i~"`s e o i' ~ h MSS $u ~ ~"3~•5 ~ ~ ~~~f~`at_~la-~i~ie i a,~~LS'k,+m5i7'~ °~~4..~..,~etii ~xC~S. ~f ~L .~•C" ~w'~~~ ~ ` + 4 s t= ~ '4 a tr_,. 4- „~,~y; ~ a r~~ s- .,P• ~"'1 "f'~ ..sZ.., „xo` V .~-z--~ ~ a J' vc '`kc3' t; , .c~`. sr~~,~,-F -~1~^1a eii 1~~~'~~~~~ ~ Fz d~ 9~'fca 5e ~e~~ ~9 ~ x'~'~ ~ ~Q~~~ t 1 ar°~•.-'~ ~ii ~.m R~ t ~zd., *s." ~ ~ ~ e~ ..,y 1 v ~ ~ µS -F ° `"5 y p' `o-~ ~;e m.~' ~r>-i: _'C.~`~ y . • .t 3 ,.:'x4 c.S•.... rda~'~:~• - y r~,•-*a~{.,,n ,max ti~~~ ai s ''C' a kc.c t~~e~tri ~Etl d EFrr u1 ~`..~Mi3 °f~ sk i; xCl 7€1'~ dP :PirH^,S y7' u.L ~`v Y i~ 't 'e.^ ,~s"fa f ! c S~ ~ Lh ~°d~~~a 5 s\t Q~ia ~1~+, ~1~~ ~~~Br4. h'1.. r~ r j~•~• ,'~,p~k { r1,P ~r' r ~ 3 y „r d L i . ^F Y•4.- 4,c.. ,r., a x .e S ~ S r r+,t5 ~.jq.a,,s;+ ~,.r~ ay r~Y~-u, Y•'~.~ .,rti,,ry.'Y'c„ . *+-A R&~'~`r,,. ~ ~E,r`r• ~ ~ ~`4#"' y ~•r+A u~s- s• f ~C'u'`~~,t ~'4C~.`.{'`FU ~1 ~ ".,1' ~ f ~ k, dk~ 4~ IT 7 Alts.yy 7 A 4 - ~tt--~~ 4 , ~ 5 yy r etc tJ ' ~ ~ Ya', ,~t ~ ~ , ,r , ~ ~ '"v~ , . 4 q,{ t3, qr 1.YiF~>;1 e1«4~. ktilkli Y~6(t:;fp~ it*.'4F 7r T1. N{ '^1^^:~ 1wT i d H~- C to hx 4' I 7. 3~.' y - . j _ y ~ -~~"~~y~' ~ j 6a` r~~~ ~ f„?~TF7'ri 'r~gy✓' .k1~ ~+~ii i'~4~k~~~ ~ ~ r ~ 4 .t _ t . S t ! 1 } S t f,~ C- .a S J k "T . 4~,: x _ 1t i dF rl!...,:'a' rUY.^ '£-.u+ 77 2~tri It ~i.--IiF~•hP ~r~.`.:`il!.~~.i.~ 1..'F- • - y • ~ s r~~ .rr e;r °di °r F a it <K F ci yY r - .-L_ _ •'F Emu ..at I r. . i 4 "'•1 4~C3.` Ll ~~ia~e t{ £di'E c ..€t_~~ti - ~ ~ `•~F f Q ~ ?y ~ ~ C>~~t 'r rt(.r...Ar 1Y~R`F tee 6~ «BI L+~ C~4~m§ g tc~i~•E = s~ ~ `s`~~fFt r it[~~ i~r`:'; il:r~~r t " « t ~ Fit+, ~ Z=•,'~ ¢ ~ F ~ r{ r- _ rP L N. @ lY Gr:• .S«,,, r - k~ C a ti ~ t 61 CY, LP+. e? fq ,.Fu y~1u "-x .'a ~l { f'I ~,a~ `~s,~~ A~am~.s-fat ta>,e ~ ~ p"4 Sr '+3~'..`' t ''y ~ ~ a x -?irs ~'i+ f4g•,r3` c Sx ;.r 7 .r ~ {.ti v jK t f3 k. S A - 'j y{'. ~ lSa" Zf •S h''~ ~ 4'1~+e7T 7 _ Fy. ?M.3r "b*'d~ tarn i }},,,4= r:~,ry~a [ r y ~)}U b ,y, . t, P`q,,,e~4 . ,t•" r wikw'~•k< ~"~'S,c.° t ~,-x-~^'am`~ 4* .„e"[>t~ Nl~ e < r ♦ ,t ~,C{~ 4a ~~~tr?•~ 4 jEr ~ ~4 ~ , s s 1 • r is ren _y _ 'y x ,y± 2'L S y~p-?.Nk 6•wF~~~~mt nPlf ~ RU} °k~`r~'a~ rki rit, ~ I f 4'~. i~Fr~'y. tt`t "°i`.ys i s-~ r ~.''1' ~'G~:fa.5t' ~ _ IM, t'~): kr t e [ =a.: :t sue' r'~r ♦ . 1~,',{~~ 4 y, ♦ 4 T 6 1 i R k 6 b 6 q~ p's t i` 6 < +.ti V i { B ('E 111 ! ~1 ,T? .rs<, F~ ry t-~ MP s- `r+b t5 :7f 7 r~ Y.S t'+ `a 'fi ~hl. 3+'.t-'; t,_~. a'.*.: ?rY~.'[, a W ~ r 1j". <.r•N~+G7Ts e. r ~F.ij~, asp. 'S'a 4 - I ~r~~~~~ ,a„ r.~'° ~ ;'~~+[~~EY, -~y~ L' h J yhY.2X',aE•" S, t ~ ~.v } . ~J. 'S .'f ~y~ ,S,t ` L .L ~ ^U+ z= ' fi • ~ 1 , '1 1 _ rjr .ZA { • 1 .e' c+f ~fI epf~ 1 1[ /:j ~ >v-?yf i 41 t 'c m ':s tar .+'n.a • all.' '["b MO. TAOCU i # r t q44 'i` [ 4y` a X,.,,"" i L^e+ N°gt^•+.+•s"`P`te `"..s"`"•- y ~ sf [ v 537 -7~~jK ;•5~.. ...ys ,t qz'A Z Y ,~r Y t_ xh q ...,y_.t~. ~ N~f l '1t`7,:,1r5 KFF 1' .rx, ~,t'•.fsS'3'er i .t' d1~''~?l-{7 -.a av ~ "Y lve.a..N ^afit p 11 tt t 1 - • ur 1 • ® y `a 'k, r"u`~ ' "'€r^~3~°z r~-rt 7wF,. t fir, ',+zk:," a~,. % V.1, f4i -1 f _4 > I v t ~ r 11t 1ta t~ Q" t..`q ~ r. t, ~@~,. ~ n q~ t w ~E ~t~~ : ~4 ~x j s* 1 ~ _~eic 777 7~ 77 -7, :r 9 " - "f I F~ t i F Yµ t e~ I P _ r r 2•'~"1 r. ~ .a .n? R~tr P•ak t 7~1ir_`lls`r sqE 61um@f P eP e~ En7 tF`•[ t c' i~ w i" e ` ,c. • F. 751 ea, ..:.ae~r~e ~mr ~~'la R~et'i^; ~c,~ "^,a'~c use le ~~~q r, a~L i ~ - ~ r , r ~l` F ,•f.~_ t, l ti ~;~'~ft , f•:FP~ 7>' ' 5 ~ -c'am' t' a tS`.,A t E R7 [-"~t~.. ' r + tt' t. t• . _ t s d , i t. ♦ € 1 ~ P t Jam- . ~ 5 l ..>u4 44 CC _ "als Rf e G~riiT~lws<r, YP~ 111'sP :k - t:? !:ira,se~ ~Sr~~,,,arT4 j~'C1~'2:~A k~ .t ~..,..•~~4>_(~~.__4?~~E a s~t~ [L`ir c('~s~~`i~r: ~`ftt,Et~/~~iGE,~E~~.. 't 3 _ ~r c~ ~5 ~~aF_at~#pei~ea ti`iset #we~ J a F `t x c e m 1`t enii } ti > h q. _a,_ ae~:t'tl~P EI Icr'G, r.m /ti r. +c rr E[ t~ a~ m s -t( ~ aC'2~ , L7'E_ ):.tE €€oso/tc e`~E•~':.~ e;i[c r t?t_E ~,a`; ,.:4~ 4~ c',~`r~a~ f 'tt~*.,, j F S tyG (A ~ f ~ I e e, D 1 ~E T - 3~ x ! ^7 r _r t ~ r1 t _ Eti ^ ! j p E L a e~ r s~ C f tt a r E t+ F l t! c i s~ E :~'p t j~ r t r ~d ^ - 't i[.o ~'vF rt' ~~_€91e d~ _t ~ I.; a`r~ t• t _ ~ ,'t° , _ t r~.,; r~~~~~.s ti jZ'5t A~ t r zd; s _ e i a' sir E r t°siitYt r ° ;.c 1 mt _ ~ g ; ti' - ! H 1 "3 q , 6 tPP {Y( Se J f - ~ r f ~ ~t t 4r` : ,3 A f - S ~ ~1 ~ d ' _ d1 1~ t tt, S L.'. E t r't Eet 1{}1YP k3 4 fit • 1 7r l _ 4,Y ..=x~k°4 tr M- j'x`-'Y4`+X '.Fxs~'s~.+r ..,1•s t PN Sx ~r 4 _ '~"'7 l.F fY€~r~b 1 aR 2 h'rY ` -i~ 4a y+ ac `t ~f; i ' z 17 - S„ t ° w !d elk s y r ~t a• F -R r d ` j .rl 1"~!- t1„ r, , F-6 ` u E i 1 ' s t-~ s v ny E;- i a +~:5 ' alb{ t yj 4r t r~' f y A v -ily i t , ,c- _ ' _ - ,i `r . ~`S t f51 ~.=1'. FF',:P . ::rr yF{ i 2 Q i c . r. .r'? tiro"' t1 :t ' -a= P !€t t ~ 4vY n~~ `t r~r r t rr r t . ~1~fi - 3 1 3 t I ,t,-r e i _ 5 1 t d G 5 ; ! .e e.'' F t~~ ,{ttRI" it ` k."`rh51 x'11`;} R r r i r t zr s_I 5 1 m,, pt t ~eflntk& c ' • alLs~r ri `~Gr',,~F - -_-t- f k; t y r i i yr y- - ~ S 's S w i m't-P~,~`df ~Ia'y 1 r f Iis r Fs i4r Itf 1: i r4 'i E'a rtG~,k ~41f r'~- xa4t ..!I 44 d` tp e.. _c~" j sz { k:, ,.y t74u F .Ill e 2e Y t34 'ti Y a t. i y x,X Y qyy w ; d - ,a yYy~rt ^"~'~,9 a~! • .a€.,~..~µ, ~[j `R R'~~ gD .h r1 Fri "Y ti- P „"l'"7 .~g''S 1 '4~.` S ~s., d^y n 1 k'i r 1~ r-T; 4 r ' sn f _s r5 Y ,Ma F` ry r R { ~4 a z`- i.,! Imo! 1 q., l ® ' r l • ! - ! ! 1A C ! ! 1 1,61 R 9. s. d'. N*~ Fy x y~ y y 8 9 ~~:-i ,"S- ,2A.J ~3 >~c.[n~ M' ti 4~`kl ~ t .5'.`~'=~~~ vN ''N t E/Qpfi}~Et ~v4e r ~ruak~ 'x y J S: s t - ' n „_,-aw..L'""3. 2, 11 ! ' , f 1 Di "I 1 t 1 ' n .e .aS' y~ vii ui, t ,_te ! t v I ' #R~"' ~G uxi~g~ ! a! t S`~ cc lei vi°sy~ rl~i. +a s''.: y r 4;~~4r ry f ;~n~~,h4 r - •9 d,e~f p_ ~ ~t w:r~ r~ rt~ s ` e~11 !t 6~ Mks 't' it q I . I, I . fih i~: -5,..`'T!'`['` go h E AM `x~tll v$~1° 1 r3►93`E -°C 0lf~ 2~P k o' - ~ !yrf s p+`,~ xS~y I I- ` BttYs'~~ r R AY 3 ru f F Ml . c r,.® ~-a r' sr On 37-11 - ,ils - r } r 'v c I Plp1---i v'~f`t~l~ D ! t e ® x PZ n~y. . 11, % ~.o mt iPc"s`'ypTT~Qa i I~ -s Q .r l a_~kt~~'N :`fA`l`Eia'~,!? ! 1rSFrc~•; 'jrt. L, -es ~~k. a ''z at - 4 - a ..:rte! I i /`e l t C v ~ e FYi l 11 111 - v, i G / `t4 ! 6 tr:t^.q, v` ~ o s{ '4 PG,:. -R' r"~:'~= 51 ,u,.~:. y, 7 ' +prr.v ry. ` : ~y -..ern -3 ~ `1 e:{ s.• 'S``~"~F';"'+ 141 is-•ta., .y, 1~ 4 ,,;Q { r__>~ n ~r t.! E, i,., ~l-~ t C la c , 2r.,. . A "r Y ~ - P : 't 1 i- : i -4 ti qtr 'c's"'°ec.« 1 _Y;} ~-e,:- L ,t St fi '~~'r t~• 'S 4 h -.r r+ is k X r , 3 -11 t $ ^c. . M 4 {K t at4" ,may 'V " -11 I ?~i4 d ate 8" a ? a y St Fp1 3+ 1` 0 11 t 1 t, k t °y, ~6. x is 4 _ K Py v t 1- i t r t , t"i ` ,f, T `,~r =F a ~.•,r a a s ~ . r t=~ c ' r r y t;; E'k{±P 111 Ifr F~ L 4, iPfi S iR ~Y~ F~ 'vE°t ~ x~ tr rz R,-, ~1 u r-~ P ar g'.+11,11 i~i e" .,6t i, s. Y. V G 4 _ _ t~ _;9 b ~r F r fi- ,:fir c•1...-I t rr, _ 3-. 7 z." v, u^.' y~ j vim. acv 0 4 tF a dr J t - w r r w r re t air q l 3 r 4_ -9 . t t V :EP{ G $ C t `F a s t`" J n t ° .i' r 4- ,e~ f;, + I N $ n l~rr IZt;C1E Ti, ifs , AR s3 1-1 ~I 1'el f v ;ti , '~i iI n ti` t= t \ k p: rt ' e a 7i . " f r t t 'tip, ab`4 4, i °it x. ytih$ :v< t r t , s r Q . r A , iib'itttt '1r`~it,, ~ _ zF:2 v > - - - - c _ n F 6 h~ e i r i t 7, E 6 ce t p." l~ C Dt k- } C y 5 - ,4 E 3~ib v. - g. . _-LL, ~=s t fit' t ;i fc ct 1N cCC • , _ ( 07 v r . -E.z S L F. a _ - _ - C,!t i~ r41 }-;"e[ 7Vt t t i f ,.••f ry - - - - _ s - F _ ..t_f + 4. a ~ E W` Ntf)4"'t l• R ,s uf, u ti R+`ta ' a K4+ "•J t1 t -F - - - - - i• t ean: t t c e M t r t G' v ir. i 1 5 c. t ' P-- - - P~~ 1d i`ICridttvtrl! " Gtk~wlflFr°Cfi €at!`CI ` •,q - " .f;.N e . tii0•,C r ~`L ti°I56 ~a~i`' .K I r.,,.~er @ti`i,k,FEBI`t, ~'?'~rr,P6~,'~ „P a r. . - 't _ .,r. _ c . ~ E 1 4 , Y t C, 7 ,"P tE ttt..+Cf ,:t N ! S r- ~E C='t E~i L,> F '.t k B a, [ r,Ee✓ 4 Ot.'y !a-{`6( nos ,~-54 4' t C i < s_ - ~_i _ vo= ~Ft} s r.t t3 i s tt ~11 i t3 ~'i ~i F , i ' ' ; t _ ti~ . , . ~f ¢ k; „ r- 4, f. ~SERy,~CE3 LTD - - a n en • a,~ G:OPE ~I` U CATIO .2ES =RECORD o +y,v F a ca on ~ • . yam` d SECS Project Num er•-,-09-9535 2 ' r'' ~ F w~S,,t N1 n_ bCrr~' •~',~r tZPMAR 5yyc,,(~tu~gmber284-67 3522 .,,.y ~:+EYgr TZic Y1` - - I; t - . . fr.]- Base Material x ..-ya• u~ r. } 'mot SJK4:'<<•.m~k• - - , ..y --Y r - upo .1 CO, Weld Date~'06/21/04 Plate:® Pipe:❑ Fillet.[ .Groove:® Coupon Thickness Matenaz~lr S5pecfificatio A=36, to A 36 Group 1 to`' Pipe Coupon Diameter: N ..T Weld Parameters - Weldirig Process:-SMAW,=. Type: MANUALWelding Configuration: B U2a. Coupon Position- 3G.4G.Weld Deposit Thickness: 1.125" . Weld Progression: UPHAND, Elechi Garen Polarity: ELEC. NEG., Shielding Gas: N/A. Purge Gas: N/A. Backing Material: -METAL. Flux Type: NIA~ Electrode: Single:® Double:[ Filler Material: SFA 5.1, Filler Class: E-7018. Filler' "F" Number: F_4 Coupon:ri:Welding Witnessed by: RICHARD BOSTIC. PIEDMONT STRUCTURAL Test Results Visual Examination Results: SATISFACTORY, Guided Bend Test Results: SATISFACTORY, . Radiographic Test Results: N/A. Madr6etch Test Results: N// Fillet Weld Break Test Results: N// Fillet Size: NIA. Root Penetration: NI Coupon Testing Conducted by: ENGINEERING CONSULTING SERVICES, LTD Date: 07/02/04 Oualification Welding Process: SMAW, Type: MANUAL, Electrode: SINGLE, Backing: WITH BACKING, - Groove Positions: ALL.- Fillet-Positions: ALL Weld Progression: VERT-UP.-_ Filler Metals: SMAW F-1 TO F-4, Base Materials: AWS SECTION 3.1 AND ANNEX M Pipe Groove Diameters: OVER 24" O.D.. WBACKING. FLAT AND HORIZ. POSITIONS Pipe Fillet Diameters: UNLIMITED. Groove Material Thickness: .125"TO.750", Fillet Material Thickness: UNLLY=D, Groove Deposit Thickness: .750" MAX„ Fillet Deposit Thickness: UNLIMITED, We certify that the statements in this record are correct and that the test welds were prepared, welded, and ~e~sted in accordance with the requirements of section 4 of ANSUAWS DLL, -04. t: a 44 - Date ~ 004 _ . _ • _ i 1 ~w~a~r .ae T 9 o e J~, 3• _ ns oro 7 3 56150 •'Fax 336) 85 1 Offices. Aberdeen, bID • Atlanta, GA • Austin, TX • Baltimore, MD • Chaciti lI VA • Charlotte, NC • Chicago, EL • Cornelia; GA -'D'allas, TX Danville, VA • Frederick, MD • Fredericksburg, VA • Greensboro, NC • Greenville, SC • Norfolk, VA • Orlando, FL • Raleigh, NC Richmond. VA • Roanoke, VA • San Antonio, TX • Williamsburg, VA • Wilmington, NC • Winchester, VA a ~ r v v t 1~~.~: ~ •7rr ,-t° S,a : t le p t - _ r F.~.~ x ~~'i 't i.35LR rt`".'+,. 'r~. 0. 4y'"'•~x--4 ~~~vG~-ta~„xei,..;{~',.. 1'~, ,~->5?S.`.ul -t-#c4r. r It! (tr.~° P ,-4~ t'! t~ m _,t a t_. EhfD ~ ~.,`n~ P tiG 6 PY~l t4.. -tY ~ 1 VIE ~k IC[~6Ay ~'v ~P7l~F L~ Y :z`.~Y'r` ;~a„kE. C~ .x~~.: .j 1~ tt.. a ~ 'tni e'er: w. ,°y.~~; T~ i a.-~ E a..1. ,.z w'.4-. F,rr t,. v„ ~'iy _ .~,w ?r` -t... e ~ 11 '1 a, .,_ev.-- r,, ~1.rs iAU. '.r. .ryl: rr• t ~tf • -,;fig, wwT {~t s D ce F P A , ~~e +J tit 1 y WMI "Y , O V. 1 d v tMt ~ YS- ;1 M /4 ~ ~ i t RNwI FG M I~]V tl C.1 `I F E -j~n- y - r,.` •--~i'r ~#~7 ^•I°rb(.-. t 7 Y 3 E ,.,.°r, (~F e f C Ft9 e 'P; y t"f t! 7 t . vt yt~"e'~~r '~'""g-~r y :t z°'.p;_-~,.°+.- s t ~'4 > Q~tf°.Y-b•:.,. 77' ;317777' "i '3' s 1 ~ 4 a K"`7 r~~ `tiYe 5 z V' ,t L ~ >~1 eN n,fa .t s7" F ~ .,r•x ¢ ,ty e 1 r t t C ~ ~ A~ 7 -.s, ,A- ~F~ ry~'s!; r- a * ~-af~ • v eo'gs T ...:ei s tee/il.°Eeli{` C aZ~_,S,iFts~ c ; mr.~[vitt`rln 4f s- 5 t„ t.tF 'vr ..n. t t t 6 c fE. ~ b t+r~S~~l ~l w"f ~ E. L•v-rj-,--,.,~~.~a ~v~i. tFt~~ ~t~'~ r _s~~ =Y V E d 4yN 4 0 'w _ E f S _p t...`'. I F 1 ~f t 1 1, ~l 1't F ` f t, l 1 ! t'- 7 F P- ~4` Y`E F~ Ti ~F- '-IP t ;rd Vt fdr e! t ~ 1 ti_~ f t I:l ;P sc - ~ s°~ . t:tE t ~'ji l t t V~ f 1 ; r•. t F ~ E _ Y: F F ~ e 1 < V,.. 5 v t'[ r••r r I i ;l N t:1 ! v E I S ! l,-' E, i)'~k` ) 1 ~t ~ l; C ~-I F` ~ .b ~+':y' ,y ~w _ C E k-~kE r - .1:' Pit ~~FE I ~ N 4 `r,t t .t Fe f Y F:{t F F~a ~I"t^ E..NF. _ ~E'. 2 7 CP F F(.f E ~ Es ~c~%i tf_ 5E r.)Ifl wgt . it of ECS CAROLINAS, LLP tgtLLp Geotechnical • Construction Materials • Environmental c~at~~As SHEET STEEL WELDER AND WELDING OPERATOR QUALIFICATION TEST RECORD Client Piedmont Structural Company ECS, Ltd. Project No. 09-14640 Welder or Welding Operator's Name Tom W. Marshall Identification No. TWM 1 Welder's Social Security No. 183-60-5788 Qualification Date June 21, 2007 Welding Process(es) SMA W Type Manual (Automatic, Manual, etc.) ACTUAL VARIABLE USED VARIABLE IN QUAL. QUALIFICATION RANGE JOINT Joint Type Arc Spot Arc Spot Backing Material Type Metal Metal Groove Welded From: one side or both sides One Side One Side BASE METAL (4.7.1.1) Material Specification Sheet Steel A653 to A653 A570, A611, A653 Supporting Steel A572 A36, A572 or Similar. Shat Thickness (4.7.2.1) Groove Fillet Arc Plug Arc Spot 18 ga. -1 ply _ 16 ga & Thinner. - I ply Arc Seam COATING(S) Type Painted Painted Thickness 005 .005 POSITION (4.7.15 and 4.7.1.6) Groove Fillet Are Plug Arc Spot Flat Flat Are Seam Prognssion GAS (4.7.1.4) ELECTRODE (4.7.1.3 and 4.7.1.4) Size .125 .125 Group Designation F4 F-4 and Lower VISUAL EXAMINATION RESULTS (4.6) Specimen 1 Acceptable Specimen 2 Acceptable Appearance Acceptable Cracks None Undercut None Reinforcement None Diam of Arc Spot Nugget .625 Date of Test June 28, 2007 Test Administered By Glenn Stowe. Piedmont Structural Coupon Test Conducted By ECS Carolinas. LLP The undersigned certify that the statements in this record are correct and that the test welds were prep an in cor cc with the requirements of 4.6 of ANSIIAWS D 1.3 (1998), Structural Welding Code - Sheet Steel. year QC1 Company Piedmont Structural Com v Authorized By onald R. Newman, r~ 8011 Construction Services Gr Pnn Client's Signature Corporate NDT Level III CM 4811 Koger Boulevard • Greensboro, NC 27407 • (336) 856-7150 • Fax (336) 856-7160 ECS CAROLINAS, LLP LL,P Geotechnical • Construction Materials • Environmental GAROLft?VAS SHEET STEEL WELDER AND WELDING OPERATOR QUALIFICATION TEST RECORD Client Piedmont Structural Company ECS, Ltd. Project No. 09-14640 ' Welder or Welding Operator's Name A. J. Rafferty Identification No. AIR Welder's Social Security No. 241-39-0152 Qualification Date June 21, 2007 Welding Process(es) SMAW Type Manual (Automatic, Manual, etc.) ACTUAL VARIABLE USED VARIABLE IN QUAL. QUALIFICATION RANGE JOINT Joint Type Arc Spot Arc Spot Backing Material Type Metal Metal Groove Welded From: one side or both sides One Side One Side BASE METAL (4.7.1.1) Material Specification Sheet Steel A653 to A653 A570, A611, A653 Supporting Steel A572 A36, A572 or Similar. Sheet Thickness (4.7.2. 1) Groove Fillet Arc Plug Arc Spot 18 ga. - I ply 16 ga & Thinner. - I ply Arc Seam COATING(S) Type Painted • Painted Thickness .005 -005 POSITION (4.7.1.5 and 4.7.1.6) Groove Fillet Arc Plug Arc Spot Flat Flat Arc Seam Progression GAS (4.7.1.4) ELECTRODE (4.7.13 and 4.7.1.4) Size .125. .125 Group Designation F-4 F-4 and Lower VISUAL EXAMINATION RESULTS (4.6) Specimen 1 Acceptable Specimen 2 Acceptable Appearance Acceptable Cracks None Undercut None Reinforcement None Diam of Arc Spot Nugget .625 Date of Test June 29, 2007 Test Administered By Glenn Stowe. Piedmont Structural Coupon Test Conducted By ECS Carolinas. LLP The undersigned certify that the statements in this record are correct and that the test welds were p ed sted in cordancc 'th the requirements of 4.6 of ANSUA W S D1.3 (1998), Structural irelding Code - Sheel Steel. year A6'il3 Company Piedmont Structural Company Authorized By j Rpnald R Newman, CWI - RONALD R. *VMN l Construction Services Group P ipaP15501 Client's Signature C~ Corporate NDT Level III CM 4811 Koger Boulevard • Greensboro, NC 27407 • (336) 856-7150 • Fax (336) 856-7160 Lake Murray Steel Inspection, Inc. P.O. Box 508 Prosperity, SC 29127 Phone (877) 834-5oo6 Fax (803) 364-0765 EIN* 57-1121267 REPORT OF WELDER AND WELDING OPERATOR QUALIFICATION TEST REPORT TESTED FOR: PIEDMONT STRUCTURAL CO. PROJECT: AWS-D1.1 (2002) 1409 EAST BLVD. WELDER QUALIFICATION CHARLOTTE, N.C. 28203 DATE: 4/17/03 OUR REPORT NO.: GS296 Welder/Welder Operator's Name Welding Code(ID & year) Client Order No. Specimen LMSI Lab. No. SERGIO LANDA AWS-D1.1(2002) Plate (X) Pipe GS296 Welder Identification No. Base Material Specification Diameter & Wall Thickness Joint Plate Thickness 929-76-6155 ASTM A36 N/A Groove(X)- Fillet O 1 INCH Process Position Specimen Furnished By Specimen Machined By Thickness Range Qualified SMAW 4G OVERHEAD LMSI Others (X) LMSI (X) Others ( ) UNLIMITED Weld Progression Welding Procedure No. Rev. No. Current AC O DC (X) Polarity Up (X) CW L to R O PSC-CT3 0 AMPS: Direct O Reverse (X) Down CCW R to L Welding Procedure Data by: LMSI Witnessed (Tech): Other:GLEN STOWE FILLER METAL VISUAL INSPECTION AWS ONLY Specification No.: AWS-A5.1 Classification: E7018-H4R Appearance: ACCEPTABLE Backing: ASTM A36 Diameter/F No.: .1/8 / F4 Undercut: ACCEPTABLE Shielding Gas Flux N/A Trade Name: LINCOLN Piping Porosity: NONE VISIBLE GUIDED BEND TEST RESULTS TYPE RESULTS TYPE RESULTS SIDE BEND #1 ACCEPTABLE SIDE BEND #2 ACCEPTABLE FILLET TEST RESULTS Weld - Appearance Fillet Size Pass Fail Leg: in. x in. Concavity in. Convexity (j in. Macro Etch Test Results Fracture Test Results (Describe location, nature, & size of any cracks or tearing of the specimen) Pass Fail ( ) RADIOGRAPHIC TEST RESULTS FILM IDENTIFICATION RESULTS REMARKS FILM IDENTIFICATION RESULTS REMARKS QUALIFICATION RESULTS The Welder/Operator identified above DOES (X) DOES NOT meet the performance qualifications specified in the Code identified above for the variables stated. REMARKS: Q~`Fp Et o`er Fa o N/S~9 Respectfully submitted, O CW 00, SSE Z ,~O /NSPE~`'Oa. r, -9509 71 { -2 f b ru ~ 1-. 1 J t k re_ arT ~ - $ ~ tl (f A~a St x "r r- 3 3 t a1~ a r - a ; ~ --,ro h ,,t tv r a w n s.x" =~'~'s aea' L~ t - t Y Ir-:, 'tr 6. 1!r _ 1 Gt.;_ L'- \ ( vet! f:._ ~1}pt Y.4 .h..\r t:'S - t~A b { rot t 0 K t 'fit a• ..>r ~ asy'`^, c~ ~'`'-~git'}i3?l ~Y~*tf{4~~M L a . n5'`,~ a~L 1LL tj ID) t r , ( It{xf s t r 'r,~ L6 r. J-.f l ,.c, s,.r ~Y fctl✓ 7 a BLS .7 " ev ,d^„• ~e✓«~~ F e a e f , a c! 1 B s @ ~ ~ e ~ + • y~.e~~ c t m +e yE y max' v 3S^.:, r ~,y^." - ' ~"'i s' yir ..,1 ^+s a tix i • Sis..~.- ~l -r.~' - .•~l~k :t +r~,e's F' ~ u?KS'7`Y'~-f }r? gv '}X t .1.- ~ ~ ~ ` b px~" yFC 1 q-~ ~ $ 't ' I j s r 1. . e t ' • - 1 M _rv + eel! e i o ~r e .eFy'e dot titer: + C~•® R7 'et~va;,' s, ~r~ t e r, i 1 ~ `~Ir'~(r ~"r~,ry~.' i y ~ ~ ~W ros •55 may. .ar.;-` , [ 4,,,< i ¢~+R. ' 1 .~..t~ ~ ~ »L` ,j s. ~c 1. 4 ..r-4: ar b ,'3 °F e.w h+(.h1q Of .Y. !r'4. i~p " 1 k' A3'~~~(t t IDe~~ 6 G' f`~° ,c ti ~(~~W`r IPR r 1Y'"" 7,~ _ r s r g 3' Y d !4 E ( a ~ t t;• °^^"777 ,i,~_.t'tf m S d.. ~6,t ~ .~3-,~ ; F~ tl t~.~E"y= P ..N~ Vv': r .'++~w tL7"~ ' ~ ~ . `j try', i C! die e7t' /~f a 1i ae e a ' °P ~i O- c;'"'"' p L't T J •+5. 1 1%r-~*?-'• t Y ~-•4f 7y ~s v 8ya s r S'_ E ~ ~ ,y ~ L;fT *t . 3- s ~ ~ '`3? ~ 1 ~ „lr-~ t l' Ys ~f,,.x.'r. ~ ~ ~ d a~~"~ ~ C~~ ~a~F ~ ° ti~ r 4~~ } a-i2 ",r~+,~* >5.3-, a-4~~' a `Ty " r~ s ~ 1 • ~ ~ A X-. ..,``-.cL`` i.. ~,L. ~•2 sw~'S ~.~a Fed .r °::fRr}~ ^.a f yV Y! e 1~ E 1 OT-1 MC 1i ' t'• 4V. >j~e ~i~l fp•fi•J..~e'f'Yti'y`(~B ~ 'F i w1 r7 t y e., L v t e r a~ i t ~x F f~ 1 ~ x'k' f'"~ ae) eapf , Itl F ~eltvt r~ r ck . p c ` r -'9 {+t~" ~8_ r7 tf `s ) Fc ° Rw .trF• fiE~ ¢"9'i~b ties~~t t mEs ' Sl•- - ~ -5 Y Nit J„, +v t jg~ y}` r f~ lllll~" {CIITI _ S' - r ! s d: L r ty}1(<TaaYC ` {P ! f,~ t ~ .4 ii'~{ ~ . ~fl~l~ c@. 'Rr .-~_bL cf ~ac p ~ ~tir~hFi sad c fi. FI _",.~t~~t t'~,~~~.~ ya, :1.~ _ `d1Et Fp! vl¢i4~6ti a~ r~t~ 1 ,..1'l - - - .~++Y>!x; V~L P TV ,f 101( C ~ l., t 1~.. F~" i.'=_ L \t G t ! f t. i r f - - t ~rS 7, ~4 ~ 1 ;tom ~ & p~k _?li r2 4 i if h Z.+1 Y 7tl Y ➢ F(!i 1 i L p t e. t F-- P~ !c'C ( .4r;, 7 n. P' 9i iµ[,"7..1 tSL~'.t s~ sl.- r i 4 `:1 S i P 1~ ~k4j t Cf t rif .b i _ t i P.-: ~ hLl }F 6ZRt i' f a .h t ' 'f' f _'?SrC1 C 2 v .,I_F cFl,~+~'. slrr _ ? ft~tg~t {`t~k1e `~'.:acf 1t ':c etr',rhF Lr,- ~ 4- ~I~ 71 ~y e v i t L { CFO[ 4 t~ r3" 11. : to f. - a • 1 1 _ kf3f f _ - c t ~ _