The URL can be used to link to this page

0307-311 (CSCS) Inspection Recordsn 04/16/2004 12:26 FAX 562 628 8005 Date: To: From: .4—icy -off P+R ARCHITECTS 2001/003 A R C H I T E C T S FAX COVER SHEET FAX No.. � i I Project: t [ - Project No.: Ob _ File No,: 1• Re:vi aa It1 No_ Pages Sent (Including cover):%I - lw%ftm I EA R96 66MXin t9m& — @ rAvAna Transmitting FAX No.: 562-6213-8005 Description: ❑ Site Plans ❑ Elevations ❑ Sketches R marks: At Your Request ❑ For Your Approval ❑ For Your Signature ❑ Working Drawings Shop Drawings 13 Specifications ❑ For Review & Comment ❑ For Your Use/Info )4or Your Files ❑ Correspondence ❑ Literature © Other El For Distribution ❑ For Bidding Other. Documenl3 1-20 171-1�� 3 VW lye �4: D5) 'jos k'Cj , 0.777-%(041 Corporate Office: 119 West Ocean Boulevard, 2181 Floor, Lon.1 Beach, CA 90802 + (562) 628-8000 Regional Offices: Newport Beach, CA • Washin(gon, DC • Las Vegas, NV 0.4/16/2004 12:26 FAX 562 628 8005 P+R ARCHITECTS 2002/003 4 1'I 4 .I. Wly o LU � ON J W LU 04/ SrA 16/2004 12:26_FAX _562 628 8005 P+R ARCHITECTS 1@003/003 04M & F5SUGIA FES PAGE 01 7.X ANT. r wIIt- 44e- 'i0 N I' �x m LOF A.3sa, u e y& 213 �� 8 clb a �y cue is 2460 , EL14tp 4PF, 4 0 l i O• -1/8'T, V WIDE CONT, PL W/ 3/4bUL . a, LONG + WELL Mos O • 24- O.C. 31 0 /� s Wl4X22 I .nP 2 PLACES �x6 2 4010 D� '—'_O smrz \ r, � t' 2x�oci(a% it FO MACC DETAIL AN I 0 <<u CGNECTIDN:,, \ T� SEE A_1/•- i a 2X % IE 2x6;e 0� O 45 O LSx5s3 B I I 0 GRACE S 1 ELS' `q• -IL COLING UNE s AR I4x$ LO,4� �6 "�G a• EL.O• s' s. v u'/A-;5 g0# .�R-V27q (- l is CO e NO ' Iieii�ifiK _ • 1W J SEESartCM A993 "X N/4� Post its Fax Note 7671 Date Fag � To 2s '-¢ From Co./Dept I I �o. Irc A I Phone 0 t Phone 0 Earth Systems '`/ Southwest 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 (800)924-7015 FAX (760) 345-7315 September 3, 2003 File No.: 08628-05 03-09-713 Stamko Development Company c/o Jacobsson Engineering Contractors, Inc. P. O. Box 14430 Palm Desert, California 92255 Attention: Mr. Dan Jocobsson Subject: Plan Review — Structural Plans and Details Project: Proposed Marshalls The Centre @ La Quinta La Quinta, California References: 1. Earth Systems Southwest, Geotechnical Engineering Report, Proposed Phase II Development, The Centre at La Quinta, La Quinta, California, File No.: 08628-01, Report No.: 02-04-803, dated April 30, 2002. 2. Earth Systems Southwest, Report of Testing & Observation During Rough Grading, Parcel Map 30420, The Centre at La Quinta, La Quinta, California, File No.: 08628-02, Report No.: 02-11-715, dated November 7, 2002. 3. ANF & Associates, Structural Plans and Details for Marshalls Store at The Centre, La Quinta, California, Job No.: 00-788.25, undated. This letter of response is provided for your use and addresses the services that pertain to Earth Systems Southwest (ESSW) as geotechnical engineer of record for this project. As requested by the Plan Reviewer for the City of La Quinta, we have reviewed the referenced plans in conjunction with the referenced reports prepared by ESSW. The subject building pad was originally over -excavated to a depth of 5 feet below grade and to a distance of 5 feet outside the perimeter of what was understood to be the proposed building envelope. The soils were specified to be recompacted to a minimum of 90% relative compaction and were intermittently tested for compaction by ESSW. Please refer to Reference 2. Special attention is made regarding Detail 10 on Sheet STI where the depth of interior columns may be affected by the depth of an adjacent utility trench. We suggest that to the extent possible that utility trenches be located such that the depth of the interior column footings are not required to be deepened due to the location of utility trenches. Except as noted and based on our review of the referenced plans, it is our professional opinion that the referenced plans are in substantial _compliance witli, the referenced geotechnical engineering report. It should -be noted;, hat the depth of over -excavation .is referenced from existing grade and from the bottom of the footings. In the event that footings exceed 18 inches in depth as measured below finish grade, supplemental over -excavation and recompaction will be required. We make no representation as to the accuracy of the dimensions, measurements, calculations, or any portion of the design. September 3, 2003 -2- File No.: 08628-05 03-09-713 Should you have any questions concerning our report please give us a call and we will be pleased to assist you. Sincerely, EARTH SYS] a 6. 1 � Craig S. Hill CE 38234 Distribution: I 4i Manu mpany c/o JacoBSgiN Bring Construction, Inc. 4/Perkowitz and Ruth Architects, Inc. 1/RC File 2/BD File EARTH SYSTEMS SOUTHWEST ANF & ASSOCIATES Tel: (626) 448-8182 Consulting Structural Engineers Rax: (626) 448-8092 9420 Telstar Ave.. Suite 118, EI Monte, CA 91731 STRUCTURAL OBSERVATION REPORT FORM THIS REPORT INCLUDES ALL CONSTRUCTION WORK THROUGH DAY OF REPORT No. PAGE NO. I OF J PROJECT ADDRESS \ �� `� 79 S i W 11 STRUCTURAL OBSERVER LA @V1 til i i� , A.4 WIOK �1A1j 4&j ,lt�TRUC. OBS. PHONE NO. ..A ��20g0- OWNER SY�N1 Ko Dom► r-�oPM ►J� �y LIC. OR REGISTRATION NO. BUILDING PERMIT NO. 2-1 017- 0 3 01"7 -- '3 t 1 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS LOCATION AND PORTIONS OF BLDG. DATE 0-MIIDATION OWALL O -FRAMES pftooR 'Fw AL S f,U 4-Zo� O- FOOTINGS, SLAB A STEM WALLS p<ONCRETE 0 -HEEL MOMENT -SPECIAL 0-CONCRETE0 & 5 04'RESTAESSEO CONCRETE SLABS 04IASONRT OSTEEL MOMENT -ORDINARY ECK O -CAISSONS, PILES, GRADE BEAMS 0 -WOOD OSTEEL BRACED O -WOOD 0 -HILLSIDE BLDG$- SPECIAL FOUNDATION ANCHORS 0- O -CONCRETE -0UCTILE 0 - 0- 0- OdONCRETEa10N-0IICTILE 0- OK -Y 0- 1 rT o - OBSERVED DEFICIENCIES: o Bs>✓�.1 c- A�t,� �1t� r P;K A M1 PJ t!, a c y r-> 1 I" -c-, JIIE �_�� bE:4-k vJ E_-�b1 I.1 ! -- If _Q4 S 3a 1 ciTS Ga I•l X11-1 to 1J S lc To 447w1405 rWia (-RAOLC:AL01 Ps-4e�J i OMOW WS A-VJP 5k)FraKT�I Aa + t� 7 s-foo.Etz_-� rJ 7 c.A<t`lafl r Nl1 G t4(i H Atm It, WO -012 Aa,1 d raU6it-2- fru erl�-- kc� per- VLAQ5 ELcf�tj Se m1✓ LF to Jik I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST Of MY KNOWLEDGE AND BELIEF. I AM THE REGISTERED ENGINEER OR LICENSED ARCHITECT WHO HAS RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION I, OR ANOTHER REGISTERED ENGINEER OR LICENSED ARCHFTECT WHO I HAYE DESIGNATED ABOVE AND IS UNDER MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VIAR AT EACH SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE B IN GENERAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS; ALL DEFICIENCIES WHICH I DOCUMENTED HAVE BEEILCOIIE(TFD UNLESS OTHERWISE INDICATED ABOVE - I UNDERSTAND THAT FINAL ACCEPTANCE Of THE STRUCTURAL SYSTEMS BY THE DEPARTMENT OF BUILDING AND SAFETY CANNOT OCCUR WITHOUT THE CORRECTION Of ALL OBSERVED DEFICIENCIES; I AM RESPONSIBLE FOR THE SUBMISSION OF THE ORIGINAL OF THIS REPORT TO THE DEPARTMENT OF BUILDING AND SAFETY, CITY OF LDS ANGELES . I HAVE PROVIDED STRUCTURAL O1 BSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CRY OF LAS ANGELES, ED 1wSIGNOF Pr'M L ,-Eg�� AT Lh @..t11 "1A- . CA. Ezy MONTH' YEAR Crry X WET SIGNATURE OF REGISTERED CIVIL OR STRUCTURAL ENGINEER OR LICENSED-ARCHTrECT Sp7hokl" _ C-4- 0 DEFICIENCIES CONTINUED ON ATTACHED FORM (B&S 261 A) r "`�,•*-"_ +�•�" a�t�vA�;�7i1'.i.•+�o!ifit;w'ri.�4S�•.iw7ifiS+tsfii'!:� Earth Systeme Southwest MWIFF 79-81113. Country Club Drive . ;• ' �, Bermuda Dunes;'Califomia 92201 • (760):345-1588 H r. JOB NAME: LOCATION: L DAILY TEST REPORT r JOB NO:.DATE: , California CONTRACTOR: OWNER: TEST NO. '! �,.,_, LOCATION LOT NO. - ELEVATION - ? FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY lbs/Cu. ft. RELATIVE COMPACTION % MAXIMUM DRY DENSITY lbs/Cu. ft. OPTIMUM MOISTURE CONTENT 0 REQUIRED MINIMUM DENSITY % '•,moi( �...�,-�, -f �� ,e/ � Q � � 1 �h� • -n , DRAWING REMARKS: f LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing . and or observations. No guarantee or warranty of the contra tors work is'made or implied. This report is subject to review by the project manager. CLIENT,0EPRESENTATIVE SIGNATURE TECHNICIANS SIGNATURE ;BD -FS -001 (.97/02) � 17120 `^mss �x Fes. ,.r:'•` -='^A �7 �'--� ..,T`4?�, ,..K. - j.... —N,.* - .wt..Y ;a,.,yy,.,r,.f • '4Y P v'1T"'7;•r`•}''v"°."7�'vw:.•a;w t++K` _ "_: t.ryay.�jf`°•`,'•4-% y_^ e -W, , Earth Systems Southwest = DAILY"TEST REPORT ! 79-811 B Country Club Drive Bermuda Dunes, California 92201 • (760) 345-1588 JOB NAME: 1711 i i.1 r_ ( LI', !';- LL JOB NO: 1,.- i DATE: t " Q 7 LOCATION: California CONTRACTOR: OWNER: TEST NO. ' `• tv LOCATION; ='s)' ' ' +•� LOT; NO "''MOISTURE _ELEVATION ''r'' `lamCONTENT v FIELD TESTING REFERENCE CURVE CONTENT % '' DRY` DENSITY lbs/6i.. ft. RELATIVE.. COMPAC,TIO {"'%o' ' 'eMA)aMUM DRY DENSITY lbs/cu. ft. OPTIMUM' MOISTURE RE REQUIRED Q MINIMUM DENSITY J 1 Y DRAWING REMARKS: , LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. CLIE -TRE SENTATI E SIGNATURE TECHNICIANS SIGNATURE BD -FS -001. (07i02) W. 17031 'd �•.�o-..r.snAc^!`�+T� y:.Ms. c: ».�.vi-:'"�;'»=1i+'it.i�:ri.w •wav�re„n! xir.V:b _++. �•'•rK .....«. .-� z...;+-r'c-'�3L-yyF+�'M.►.iM:7'%�%i'L�'M'j,�p' r 'a{i,�'�°'$S �, +i'• Earth System✓ 7g3gs" Icy x`� Southwest ` - DAILVTEST REPORT 79-811B Country Club Drive Bermuda Dunes,'Califomia 92201 • (760) 345-1588 JOB NAME: 10 q,2 6) i¢ N E A S— JOB NO: 0-2 DATE: 1/— 1 — O 75 t,'LOCATION: LA E,��d -J T A ,California C•ONTR—A-eTOR:-- I frt_✓hi t„,3 S 1r f OWNER: TEST NO. LOCATION Ppn 5t4AC. f s lit nr. LOT NO. ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY lbs/cu. ft. RELATIVE COMPACTIONDRY % MAXIMUM ' DENSITY lbs/cu. ft. OPTIMUM MOISTURE CONTENT u r• . REQUIRED MINIMUM DENSITY u ro 94 /05% S N 5 r.1 WO -0 � . 6, 5 to; lel - 9.5b.� 9 � 5:►A G,1 o rF "t 13 REMARKS: rov xi b A, /tit t;. P. T I1 A ( 7-, 0 rf /^„/ Irw eG DRAWING t 1 I u LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. CLIENT REPRESENTATIVE SIGNATURE r/ TECHNICIANSNIGNATURE BD -FS -00107/ 2 / � o � N _. A7181.: 4 Earth Systems; Southwest ;`'' DAIL / EST REPORT 79-811B Country Club Drive �� /�,, „ �`( Bermuda Dunes, California 92201 • (760) 345-1588 /h wK JOB NAME: t'",i�1 l� G/ � I �'`� 1 A .I l ��I JOB NO: . J� 6 ? )� - D-2DATE: 1 / 'C✓i LOCATION: i. G C!1 et , California CONTRACTOR: Gl") S J l f. OWNER: DRAWING REMARKS NA CIAO To ", ' \ 1 • r LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is. made or implied. his report is subject to review by the project manager. r CLIENT REPRESENTATIVE SIGNATURE• "TECI:INICTANS SIGNATURE �'• ; BD -FS -001 (07/02,)Yw�•,.�,�• - , -. r 11982= FIELD TESTING REFERENCE CURVE OPTIMUM TEST NO. LOCATION LOT NO. ELEVATION MOISTURE CONTENT DRY DENSITY RELATIVE COMPACTIO MAXIMUM DRY DENSITY MOISTURE REQUIRED MINIMUM T ' - `� % lbs/cu. ft. % lbs/cu. ft. CONTENT % DENSITY pro i� i r ,-- ) • ti t I � �' DRAWING REMARKS NA CIAO To ", ' \ 1 • r LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is. made or implied. his report is subject to review by the project manager. r CLIENT REPRESENTATIVE SIGNATURE• "TECI:INICTANS SIGNATURE �'• ; BD -FS -001 (07/02,)Yw�•,.�,�• - , -. r 11982= JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS. Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS EPDXY INSPECTION REPORT Dater _ CLI Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 teLProject Address: City: � Title 24 AWS F/ UBC Other: r+ — --- --- 79-395 Highway 111 ' ' La Quinta, CA File # E] D 1.1 Client: Sub -Contractor: App# D 1.4 Stamko Development Law steel - Other FGeneral Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Anchor Bolts Rebar Weather: Epoxy Type: 1 C VNI ) sin e) S,j t n 41 P, J Unresolved Items: Epoxy Shelf Life: c,(`a`pet� r �GZ.- C5 R None Hole Cleaning Method(s)�\t'3' 'n Qk"' a Y�` (� ; c Cn n rr S 9 o�cL W'.cp �i� C,��„-�l �agee Below r Description of Work Inspected:L. 0'1 ^�11 j 1 S S 'A v Cl al) r • t . pX\"t0 c AG'll1�11 1�(..ea'i.-tAN < - A r• a, PsL t -) G\> �:t, �, ,1�. /^ i{{�" ` APR a 20,04 `'� 1Jo 'S�\: . !� .w\ c. }-.1 J�" St , C �,; j4,'.'•. j,_ i iiW \{. i { . yS�tl �/: �.j�,.:.('�'- !7` r f� 't -Q. 7 "� •. 1}G:} C�l C� 1 l � '� ! n .1 bt, p, t ,7:1 �s [j '�/, � r^ n� � !1 � • �/ ..) ,' �.�,7�-'(,? n•71 to"tc,'1n1::x.C?�. , Qe= d,_t t p�•r 1.1\h< Tnf Ct•'1 :..c�_ C ` l =aa t t ` Tct �. T V�. rto,h'ti.: <`.,..�.e. t,� (�, •-,.ice \4ti9 t -t t n�;7 � Ys'I t I \.�t��.. �:.t � `•�: Gc� n n..\. �•�' ^-- q� i�,� �'t <c:>r� ;ta,^•f ,) /� y 0.\\ !\�\ ,.,,_:�� - mac\ tS•' v�J< ;A^. t ,J:�f'� I<: -v �' '` ''� '.J�i :��.e, ,:\� �{'��.� 10 - C� c c. ^ t,t� �•^ 0,�� '�•L'l�- .)•'L._ Work complies with written approval from Structural Engineer and ICBO Evaluation Report # -sal I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications .applicable building laws. Final report issued at project completion. Inspeci r: Jack C. Millin ICB a if c tion No: 084221649 C' tractor's Rep IL r sentati e: � .�0 Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page __1L of r ZI C SNI -1 a I ' II y � s � I 0 s I � IM :jCM,116s, , peoti6ns 39725 Garand Lane Suit E M PaIni Desert, CA 9221 A IL INSPECTIONS Phone: 760-345-5554 -Fax: 760-772-3895 INSPECTIONS REINFORCED CONCRETE INSPECTION REPORT Date: ilea _a3 Project r ett Name: Project No: The Centre @ 1_6 Quinta— Marshalls (Shell Only) 03-1120 6`_ Pro . e City: jrr�_ [—]Title 24 AWS UBC Other: — I . 9- 95 Highway 7, ay 11 �1 La Quinta, CA File # 1.1 M P App# EJ D 1.4 Client- Sub -Contractor: St,amko Development Tidwell Concrete -Const. Other General Contrac or: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Slump (inches): Supplier: Si Weather: Time Sampled: Mix Design: Time in Mixer (min.): Specified Strength (PSI): Unresolved Items: Water Added @ Jobsite (gals.): n n ^ Addmixture: sly, C_ \kn� Concrete Temperature (F): (en Truck -119�:��-Tlcket#: None Ambient Air Temperature (F): ds Field ID Marking: ��, �,—Ll E] See Below Location of Sample: C,0t1,v12(-. (Al( C.Aa,AS No Samples Taken Description ofWoVk Inspected:. k C O Q evl%.,-% A -i a rZ� An' o I C,v'_ A11"101 -1 nS; 1� 4 6 ks A A-cl, C C, (?1_'R"4"a> .rkll AS IL., en,AV 14 A \VN r%" 1'r r ID J ncxl' r^oof s-.4"Ae, r A Mr, -n- _ CIA--oo r • ✓ Iq J _T"111Ieke, Q -� k-, -J A I Ll m,, 1, 3 C t, 0 M k F 5% 'k el LX Xt \1k I -W Q 0 J _J A I hereby certify that I'thave inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications ..-applicable building laws. Final report issued at project completion. Inspector:'' jack C. Millin ICB�cerl 0842216-49 1 Contractor's Repres ti Copy 1 JCM Inspections Copy 2 Project Superintendent _Copy 3 Governing Agency Page of C " JCM.Inspedtions 39725'Garand Lane Suite F '! 7 Palm Desert, CA 92211 V INSPECTIONS Phone: 760-345-5554 2, Faz: 760-772-3895 INSPECTIONS REINFORCED CONCRETE INSPECTION REPORT Date: Project Name: Project No: The Centre @ La,Quinta - Marshalls (Shell Only) 03-1120 Pro' City: E] Title 24 AWS [?J UBC Other: 79-395 Highway 111 La, Quinta, CA,' File # ❑ D 1.1 App# ❑ D 1.4 Sub -Contractor: ' Stamko Development Tidwell Concrete Const. ❑Other General Contractor: Architect: ` Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth Y ANF & Associates Slump (inches): �� 5" TJ Supplier: %Y� Weather: `�� Time Sampled:0 20 tt Mix Design:Lo Time in Mixer (min.): (oo Specified Strength (PSI): O np Unresolved Items: Water Added @ Jobsite (gals.): r1 on t Addmixture:�,,�� Q„ None Concrete°Temperature (F): r Truck #: ` Ticket #: LSCS 1 Ambient Air Temperature (F): Field ID Marking:SC }� —y �4� ❑ See Below Location of Sample: In .Q� r n. T' CIA,A o � a � ,1 t� .0 ne17 � .40 ls- —' . 3� i C C a i� , , ! , i t , ; , [—]No Samples Taken rear .1..o t'C c,� Description of Work° Inspected: ell, 1 "'..: G, � .S� 'Al e �?1 G rl.Q Ata, � r J ' �.- v c AAA )\ Ctr �: f, C ei n r C✓ M A n\ Q 3 fife C FQ n, n c J C� e r`.,A Cc. � O V1 c ,.k t• n Nti��^/t Qnc�\tet l']n` WQCe _c\`C9r.�1 C.A�..taKen !f -YV�Q Q�•J./ O T� ,j R ,. C' Ci �Vv �; 31 1 '� O .tY\ . � ., o f Q.\^1 P. i� fl f V ^'1 \ V.i n � d ., �� n {fi r^ vY� ^ �\ Q !• . �: Y-, 1,11 4 1 t% \ n m\G. �.,n� �., a^� v�� a �► c r �� c - `:si ( �1,� „r, „ n �_. v�\,S, &n A A !G c.Qh\i1�1 n c cX 111\0 f ,rne U0,1, to SCza1 r cin Cc-,�'� rn�\A1.. •i','\.0. conr't t"l a+1�ep 1 -4 �cX A 31 0•�W\C GPJ v\r i1"Cl G \5. d.1 c C.7r'ti r$ r4z— qiI g(>Z C CCS _s I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. 41, Inspector: Jack C. Milli n ICBO Certificti n1 0. 0842216-49 Contractor's Repres�'tive Copy 1 JCM Inspections (.✓ Copy 2 Project Superintendent Copy,3 Governing Agency y Page of 03/29/2004 16:32 FAX 562 628 8005 P+R ARCHITECTS v �vv� i u u�nm vVII� L I u" lull L)tJ 1011 01 J LOIllS , 1141, Ivu•lDUO r 006/007411 CONSTRUCTION DESIGN SYSTEMS, INC. REQUEST FOR INFORMATION PRoirrCT NAME: MARSHALL'S T.I. DATE 1 6-IN7aR•04 RFI NUMBER: Timm 9: 17 AM REFERENCE SHEET: REFERENCE DETAIL: ARCHITECT: P9R0WITZ AND RUTH ARCHITECTS OWNER: STAHKO DEVELOPMENT STRUCTURAL, e:N®INEERING: ANP 8! ASSOCIAT@S PROJECT ADDRESS: !79—s95 HIGHWA7 1 1 I CC: CHRIS — STAMXO, DAN JAC013350N, FIDE b69CRIPTION MAR 2 9 2004 ; I /OUI.D TO APPROVE AN 3'X70 PLATE TO FILL IN THI: GAPS IN T'H6 EXFSTING 41' X B° LUDGER ANGLE(SEE A'rTAI--K ETAIL), THANK YOU. RESPONSE 03/16/2004 TUR ,10:19 [TX/RX NO 61119] 1x002 03/29/2004 16:32 FAX 562 628 8005 P+R ARCHITECTS o�vyJ l7•LLD V1V ACl/ AaLA QL,Ut M" VUUG/�L/L'U 0007/007 i vl:• i 'd 9091•ONO��zz66@6S ON ,sme�SAS ugIsa F6-1—-n- 10suo �'' :r ,W, 0 o Nvo:oI.400Z •91 aEN INSPECTIONS JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS WELDING INSPECTION REPORT Project Name: The Centre @ La Quinta - Marshalls (Shell Only) Project No: Date: 03-1120 3-31 Project Address: ;79:395'Highway 1� 11 �, City: La Quinta, CA E]Title 24 File # App# AWS F✓ UBC Other: ® D 1.1 D 1.4 Shop Cg Other ��+3 0 Field Client: Sub -Contractor: 8tamko Development Law Steel General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Description of Work Inspected: Weather: (ny ` sz Unresoly Items: None El See Below �(�} e<7', o C - '�. �♦ c e `.f. rrC ! A �' Y. APR 9 200 Process Welder Cert on File Electrode Detail(s) Location/Comments Yes No Type Size I �n��j,o•'• JAC!(C. ,11.Lig `�. a°: \:uvyuZ)Pl f�,✓ /� .ice I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin IC �Mu aification M 0842216-85 7 AWS M 95030691 Contractor's Representative:r Copy 1 JCM Inspections Copy 2 Project Superintendent - — •- - - - - Copy 3 Governing Agency �'� Page --Iof� JCM Inspections 39725 Garand Lane Suite F : Palm Desert, CA 92211 L INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS WELDING INSPECTION REPORT Project Name: Project No: Date: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 _�_ 3 _C_J 1 Project Address:—City: Title 24 AWS ❑✓ UBC Other: "79-395 Highway 111 _ La Quinta, CA File # © D 1.1 App# E] D 1.4 Shop Client: Sub -Contractor: Stamko Development Law Steel [2 Other �j'N ,3 ® Field General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Weather: �.• Description of Work Inspected: X–A r�,_s^ck , �� r�r> � t r, .�,� C n� l.l• l J�. (r, c �;t , LA V) �, j-• t r�^n,' �c -. �` �.� �,_ Unresolved terns: �� }}inn�_.c Ilk�0 X❑ None v>>E:Q• .�1 Ft'',r;; •�� ..1.111/( .'q'.– ` See Below ` \ � - 7 r � IY1 r, ! �i A : 'i R.. .� i r..LV.:1 / \ l �. 9 ;� ia'• ".. �.�' 1 al n arm;\ � ill l..r.�c�� j{' ,'•t,a� �r�'i }.a._. �t:vPi',� �..' .� ,-4- 1 rrn �i�1r_. 1� r/ O.�•\ '%^. 1 3 � � U : 7 i Cf Q •b (� �..� , t c t.v�� ':!�. c'..:t•.k,' -4r� � l.�i f� i � rf .1 ; t c^,' w ` I t.� 1 {, ^ ,.t_1 � Ar�, G' 4) \ ry / •..� t t h c V rIt 2 , Qo .t t 1` r . :',. -�LO l �i {':'C_�R / /{:-nh >]` •: �• A�•i�\i.N'r 4; ( 1' t7 Sl % Q,. .L, ,'li `�.. `', ri %�1 _ _ APR 9 2004 _ � t Cert on File Electrode e— .J Yes No Type Size Process Welder . Detail(s) Location/Comments 71Yv 1r.4�o Air,:, A - �fl�fi,l +l'M Z�, � C,_£.k., t'kC,"� r',\ate_ r,.rAnn� V t•�-u �l n;��"c:,r� �•� �r�,,-• f�T"s?,::. -y �C✓ apf;C.4,1inLiM I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Ins ector: Jack C. Millin BO Certification M 0842216-85 AWS M 95030691 Contractor's Represent TO e: - �- a,. Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS WELDING INSPECTION REPORT Project Name: Project No: Date: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120-a�%—!a� Project Address: City: F]Title 24 AWS Q✓ UBC Other: 4 -79--395'Highway 111 La Quinta, CA File # ® D 1.1 Client: Sub -Contractor: App# D 1.4 E] Shop Stamko Development Law Steel ® Other b� ,J Field General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth r ANF & Associates Weathgr: Description of Work � do1 Inspected: r r] ,� �y . RR ;;�� )�, c mac. �•�\ t'n.l�. � i F!)WG`�� f nC•1�•� .�+ten^_ q ' .`• p�.1`a�n. Unresolve terns: Jai �.h11 i• o\ r i n_� : , L! �C ,,,� A None ❑ See Below "� 7.n ^ � �_�� o�� ] �' y7P r' O,� ;1. � t•.,,.. n ( '']l; p -?rig .- } o C_ I Y r&�. „U.�� a nt 1 r \_3 Q k C t !, r r7 /, ' f i �'t (:.S ,-^t 't 'S 0. • Z�' W 6 +'� �•- L7 cr(`� t' n n \ �.,a c1?.�1^ �'i,� � , '.;` 'l it 9 r 1i ,�..\ �' � !), � �1 to p y�l•, � r '. � o n �"S-•4 ` t? v c tri l_�j1 t otlC_Re91 Cr,�, �<+'Ti •+.)moi `.1�e\t?O t'%•A- C:)•�it f 1 )f]n opy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page _`of 14 1 APR 9 2004 Welder Details) opy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page _`of Cert on File Electrode Process Welder Details) Location/Comments Yes No Type Size Srn Av1 S � �.�. �, ✓ (�bi I `� `(\1 . � 1. t_�r : + , �,.1 •�� }1,:, A'"ea��. ��.�� _ rn..-; .�. �^� if C73 C r /Z ®C I S•• ,•, Lo +� JACK C.MILLIN 9503001 \�" /'/ 4 i;:-!_ my I -h ve 61 I hereby ertifyy'that I inspected all of�above work, nless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin IC ertification M 0842216-85 Cntractor's Repres ntative v AWS M 95030691 Ki 1� opy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page _`of JCM Inspections MM 39725.Garand Lane Suite F aff% Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS WELDING. INSPECTION REPORT Project Name: Project No: Date: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 —r j-0 Project Address:City: X79-395 Title 24 AWS ❑✓ UBC Other: ..-k . -ghway_1,11-- La Quinta, CA File # ® D 1.1 App# ❑ D 1.4 Shop Client: Sub -Contractor: Stamko Development Law Steel ® Other p(„3 Field General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates /�%) Description of Work Inspected: �1 \ ( C h, I t V01) Weather: (� .� C'? � O c Q., � ��':. � [. r, �. � � E ' tvJE?�+ n � j �. t2 \ �• .� I � r•n l 'i i3.. � -i•Q L.. �J � ��>� � i Unresolve tems: ®.None see Below �a �C 157'0.-•., < e..'. R. r' C,t._t� J•\t ..� `zku ai r) , r'•.5 Ll 3�). 11 ., i .�1V. �j n r..,•. r�,,� 'r na.: ' �!�, c� '! tSi. J�, `y.+l �- Ap c VI) C. t r �. r� -Z ' ( n ' C, L� C \1n r ,r`� � v.,�•G`,*.eV.? �.' 'Tc3 � tin!' -_. �.> ;> "C' a , ::,.... � Qc� f,7t;t 1 ! ', .t'_> � r j•�� n cE 1 C l c, ; t, r.r�.,..c`"�.c� . ti,•�c� a; t- '� .. '?Q_. ii 1A. ,r iS tpi I (E 11 SS 11 f�i r�1 �io a Cert on File Electrode _ g ---.--_.._�w.._..,._.a.�•_•__�� t Process Welder Details) Location/Comments Yes No Type. Size ` qn-lv``n r :: n `t AU poll /yr1• MUC S. d- j,�r, I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. InspeFtor: Jack C. Millin IG Certification M 0842216-85 Contractor's Representative: (1 ` eX l� �. AWS M 95030691 - 1 Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page 4 of JCM Inspections 39725 Garand Lane Suite F LTIM% Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax:760-772-3895 INSPECTIONS WELDING INSPECTION REPORT Project Name: Project No: Date: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 -3-0- �s pc� Project Address: City: Title 24 AWS Q UBC Other: '79=395 Highway 111�La Quinta, CA File # ® D 1.1 App# ❑ D 1.4 Shop Client: Sub -Contractor: Stamko Development Law Steel [Other Na Field General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Weather: Description of Work Inspected: rUnresolved4tims: � i S � © 0 r � 1�'1 ��r Y � �: i�, i<7'^ v.� e.' <�F ! � tih �,:yi � carliril l r, W cX . None yi � r S`'>_eo� � r G5 �� C7(�., �.� r � 11., �it.a_a'� �:�.>,� � r..,J r 1 •..\Qti..J I C.• �ra ,3s..� 11 See Below �.tl (. �� liv1 _� �i � lW(�n:, �.l'Ln • 1 `. J � ( ,.vi t1'I.A. A 4 S 1 4�T � 1 �iFl.. � "`.•O � 1 'LQ t. • -•o to 1/1-,,,.,�;.L. .-s) l �.q•`c\t.n+'.:� C.�r'+�` ^1'� \.�)n ,�':. �r a0.. cil lCr. a ,n(fi ,�C_i`'_) i L I U� AFH Y 2UU4.i (S : j • ��.�..� .-.�--gid �� 2 j± 1 Cert on File Electrode Process Welder Detail(s) Location/Comments Yes No Type Size Scr v tJcco ••- (5 n; .;,.��,, !!t L �.�`• r v C i e S y w l., q,.- '6,) I ( 11 _`.iT R c c r• �� Yah. ��✓ ��rbe L. II•'�itf!!� •'s�'ctdU7P '. .`� I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. I Spector: Jack C. Milli ication #: 0842216-85 Cl, #: 95030691 VracVr's Repr sentat' e: �, , SAWS Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page _J_ of JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS WELDING INSPECTION REPORT Project Name: Project No: Date: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: []Title 24 AWS ❑✓ UBC Other: .79-395 Highway 111 La Quinta, CA File # ® D 1.1 Client: Sub-Contractor: App# ❑ D 1.4 ❑Shop Stamko Development Law Steel ❑ Other ® Field General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Description of Work Inspected: �� Weather: n •> i .r .-ry . , UnresolAed Items: VJ•a a,§.} `'` }Q C V" A f. \n •,rnf�,_, t' tai • .,I n F�1! lxlb>>P�`a ,\- •1 >iA'> _ ❑ None R + )lr, i. (% ��., ,n �"n�•.� [ Q•-See Below 1 y {� 1. Vo •��1Cy-ne+x. �,. + .a 1 t, r.) n�rA% c\.l Ca r� t i r•' t i �", � In r, c \ C•<.:.±. � C � k., ' i ,) v� ] o r �. i � i ! I c:. ! A iv ... r n Yi r t n t C c i 146 ,r)a�•_ `r' e. \i '� .,� it t1 :-pi \'>:� �. ". hr' ;'�'! �n". r� f+r •...� , ` . L ; r• rlC7 1N, Cert on-' -9-4prih M File Electrode Process Welder Yes No Type Size Details �) LocationlC'mments , 1 ` '71 At 21& � W_. ®_..• ...�,.., �' a �, -1 n� Ji", r VIA �o r•.c.y Gam' \ � ��'�' � 4 .G , � Jam/ R�;_�..., ,,�,� • ' JAa C t#iLi.l@3\ i•a nrcnznens 1 hereby certify that 1 have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work t comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: Jack C. Milli ICBG Certification M 0842216-85 ontrac or's R presen atia,, n ... L._ AWS #: 95030691ai Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of � J JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS WELDING INSPECTION REPORT Project Name: Project No: Date: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 3-t93_0 Project Address: City: Title 24 AWS Z UBC Other: '79=395'Hi6hway 111---1 La Quinta, CA File # D 1.1 Client: Sub -Contractor: App# D 1.4 EJ Shop Stamko Development Law Steel Other Field General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Description of Work Inspected: � l r.• -5c,rk G -X k r \ t.; � ':� C Y'� ! ^. <. e c � 'rt, � `I. � � , \ ) +�-�► •• � � • 1 �? 7 r� •) c- v ,l ' j i• 4' � I I '� �P ^ S, f1' \t.p�t �� .�. X.'_�Y.'� ger. �•.;� '`JC Y a'r,�t_ \,J^!e: uJ-�=lL� c?�� C'.. Tn �a <� ,�.5 t� 3 3 \1 C �n � c, c r 1��'�' rv\�r.� .� •• �.-:. \.a,hu S Vr: �(",. .� 1 �� 7 ., V. I' ^ r�< <. Q f� .fin n � 41 n r c, . C.. t .' :L w1 Cert on Electrode File Process Welder Yes No Type Size Details) L,oc`atilon/C `7 y —4 Ll Weather: N 01,\4 �,.I nresolWd Items: RNone E] See Below I in) LE9f= "I '117 �l U] APR 9 2004 iJUI C, e- - Cn., . I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to c6T_l Iyj%jt thglapproved plans, specifications applicable building laws. Final report issued at project completion. Ins ector: Jack C. Millin IC ertification M 0842216-85 6 tractor's Representative - 1 AWS M 95030691 - Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page I of A— ' JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax:- 760-772-3895 INSPECTIONS WELDING INSPECTION REPORT Project Name: Project No: Date: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 .3 _pq Project Address: City: Title 24 AWS Z✓ UBC Other: 79-395,Highway 111'' La Quinta, CA File # ® D 1.1 Client: Sub -Contractor: App# D 1.4 E] Shop Stamko Development Law Steel Other ®. Field General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Description of Work Inspected: ,e e 1 (� o ,� r, �, Mn i a . Weather: LA On AC r•• • . W cL, 't,- �! C' E'45 Unresol-W Items: � None a. i7 X c. tom, A.tnz.� tea f, a ❑See Below t ll (,� y�" in 1��r. �ri�,� �\.i!1.D. S-,4—,.., •Qn�s �T.. nT� 3A\ PCS%T�- 1r P a l �3 �m, LJ�2Ao`t't 7 Q✓1 'C. \r Gtt '• fln �. 111(CIN O 't '„ -),4 � (� j[^�� (��•�.�1 Akr L>[. e'�, l• \) t 1215 ' ' '.S A WC?li�lei!+ ��'r�\. �•.`�a�'i WnY�Y�• '.(` �:, �r,�.•��r.-� Q? ��.r. sS i r`t eb �• 44 a'r �O.«�n �t ff r<�,:1 lAi� f+f)� �� (tri, T AJ ,r, �1'�Q. 1 7;. ,: _gin=A Cert on ' File Electrode APR 9 � =@4 Process Welder Yes No Type Size Detail(s) Location/ omments�- - - 3. A 1 Ll JN T v. 0,91 I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply wite\ i'u 2 r h tFie.approved plans, specifications -applicable building laws. Final report issued at project completion. I spector: Jack C. Millin 8Certification #: 0842216-85 C ntractor's Re resentative: AWS #: 95030691 o e. - Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Pae of Page 4 -� MM JCM Inspections Mf 9 39725 Garand Lane Suite F as% LT-1.%JPalm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS EPDXY INSPECTION REPORT Date: Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: 79-395 Highway 111 Title 24 AWS UBC Other: La Quinta, CA File # D 1.1 App# F_� D 1.4 Client: Sub -Contractor: Stamko Development Jim Fedor Masonry ❑ Other General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Anchor Bolts E]Rebar Weather: —}-- Epoxy Type: �\r„J sy.” �� r• .%,I 1 1 a (1 l Unresoly d ems: Epoxy Shelf Life: E�'(c;�e� I�'1d None Hole Cleaning Method(s): \c>�,:� ED -see Below Description of Work Inspected: t. -N \'1C tP(\r. M..i W'C'\�``�.� 4+7,c. �"S .:l.t•`, .:�LI '+ /it1\; 4.-I'1^.+;'}C'".O '� �•.'t \ i�' �.- r�.4''�. L4 Va kza \lac't•,:��s�f-t ,:.,�� cv �'•,�in� 5i IE APA 9 2004 ! 'x i Work complies with written approval from Structural Engineer and ICBO Evaluation Report#�` I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: Ja}s C. Millin ICBO erti 'c ti "'No: 0842216-49 C_ T C ntractor's Representa 've: -- --� . IQ0 0 Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page ' oN_ JCM Inspections 39725 Garand Lane Suite F L2 Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS WELDING INSPECTION REPORT Project Name: Project No: Date: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: Title 24 AWS ❑✓ UBC Other: f 79-395-Highway`111 La Quinta, CA File # ® D 1.1 App# ❑ D 1.4 ❑ Shop Client: a Sub -Contractor: Stamko Development Law Steel ❑ Other ® Field General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Weather: Description of Work Inspected: S e�`� ^ t� \ n -A n rn n n twit - � � ._ (, Unresola d Items: ❑ None t,,` L `r1 ` ! l �VnC1 ��:,.:.L Or'1 1�;t_t, -r 'C�,a: '�:ts,(� 1�� , hh ((�� 1e tl.� l �, , �f? ' :, � S,• ,��• „��Lct'< .�:,. t .;r 24 L EJ See Below a\ Cn S.1 r�•` \^i.., \ n . O ^ I. G;S�?�I n �.J l:) �C- . "�, �.?^.�.�� . P L. �- f5 nn A \..) ��..N_ '�" o r, C "11 , 0 ., C) Q.... � a 4-& C\t^�. •' \1.1 r� �u n �+�) \1n C. 1nS .9�, i 1J Fl_ Cr. r'n:�T . `'o ,_11_ W -U, Q `�.. $ b�•1 •.,.� r., (; 't._t� �. _ 1 0 .� i : tv eJ L `; n�' \Id Al �a�i' d , .'\ �, P t. r�C� G r^ Q . ` I t• C ` [) � 1 j i`'� t : l f !f� 1.l . •1 �r C.p��t \ LA T•II,C•'` \�.�C}•11)-S C• ;.i.iry �iy`R ��( �I, � ,jr. !f''...1 C'1.'1� ) � u1c.Y.Xc +r:�,� \l.)t`•1 1'..`\„ J ~� 1 r r !7 ^� i T t.,: I *. - r. s .. , Is 1C. C_Q. l� 1 " r� 4 : 1 '� t `r• e� . 1' TP k .i W c �t}i l C T P. e 1 . \ 1 L (n i. All ?'1 . �.%C F. 1 f\ Yl. C t_... �'�^�\ !r' .� r/"�♦ . f � � r% T� f] �^-��^�'�^��•�j Itl 1! Jf`� t •.. 3...� ±i )i.f ll.--.. t \ ;!F ll. Cert on File Elecroe t d I APR 9 ' 2004 j Process Welder Detail(s) Location/o ments Yes No Type Size. 6n ki.♦'�t ' ` C. Y,- s... / �� / -=� 1 r.+C W 0. C, .1 �,� ,• '41 � _tip �. .� .._. _... ___. �� 91 �:� • t �- —71 ID IN, �� •.�. �, 1 : Wof (r I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. InspectoR Jack C. MillinC O i ication #: 0842216-85 I Contractor's Represe�1tativ . A :95030691 Q e.. WS # X Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page — - of 2 LIM% JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS WELDING INSPECTION REPORT Project Name: Project No: Date: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 3--W-.) Project Address: City: E] Title 24 AWS ❑✓ UBC Other: x,79=395-Highway111---- -� La Quinta, CA File # Q D 1.1 App# ❑ D 1.4 ❑ Shop Client: Sub -Contractor: Stamko Development Law Steel ❑ Other ® Field General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Weather: Description of Work Inspected: .y♦. r �j ^� •?' `_ \` n ♦ .ah `. h •, `. 1 \ _ i ac:) wJt?t,} C„, , e i •-\l c L \..+\,q t `Y Unresolve Items: 1 [�J-None E] See Below C! 4 •t� �c+„ \.:;:.,, _ .o s • 7.n ♦ ,: �' . ,.>,V .r,_,-• F 0"A_ c A % trot C �.'\ _� C l 1 n t *�! W° i e. ,_a c- � .��.e. ' V r1' (,rcn .. r♦t C' -f . c. 1 f.1 0.,. :-:�i ,G @.S I L. 11''C '•.1 \1 i'1.:. 3 '• :,'h ,.,- f\. ��, V9 ^i lt�C'. Ol r. �'. -yin tt. � � ` �c�.11.�A�! Q ,,.�• e�`} `To ^ C e+ 01 �,1vQ�'S 1 •�,r 1 G � c. 1 , � h �` CT; t' 1 r � e, x''s �',� (..�� .t,.�,t 7e �;��.<,,�', ,,, �-7t •,1 r. '7C .,.,♦ �`•" et' 1„,� ct �• °`a. •.1 J�;�[,• c... ryn v ; J � Its {tl la 28 04 Cert on File Electrode Process Welder Detail(s) Yes No Type Size 1 r o •' �� 1� t f C' X_l,!r\ ? 1 ^ k n t t r.�_t - f' p� ., )' '`�` .•l J Occ� Q. i7 �`. 1t �i y.,.♦ � C� C �•kkty` L � nt•1 P, �..� . - / Y i4illf aD a 1 C' c. •., r. JACKC. MILLIN Q o bCG,,1,,J! I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to COM/Ply with the approved plans, specifications -applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin 1 ertification M 0842216-85 Contractor's Representative - AWS M 95030691 A Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page 40A_ MM JCM Inspections 39725 Garand Lane -Suite F LT.S.NiPalm Desert, CA 92211 INSPECTIONS - Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS WELDING INSPECTION REPORT Project Name: Project No: Date: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 3 —/,5. Project Address: City: QTitle 24 AWS UBC Other: X79=395 -Highway 111 La Quinta, CA File # �D 1.1 App# EID 1.4 E] Shop Client: Sub -Contractor: Stamko Development Law Steel [—] Other ® Field General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Weather: Description of Work Inspected: l `rc ^^ - (r7 Cr�•t cC c�� origin_, C: ��- Cr�� Lr.,,n - �.\� .� " G ti:�e Unresolved Items: None ':, .t 3 ,\a•a. �r�" " / `(�c.._ ka c,1 �n•c`.�- n ,. 06AC-4' c. ��\� 1 .��.�4..P�c>. r El -See Belo w \\ '1 � .��: .��•� n �, 1T't . r c` a r ^�r r c- r; Ji 6.. T � . • '[\ l.C;\ 11J. \.Qyi Ca � �Cr .'f C�'•\ F�" \`'1 l 1(� O; Cn�..�ceit`b,r,.� C. 4-, tr n,e.( Ll-tt21: �v (ii ��•a`1;.` "T =; ,. `r. \ o. W.�rycl�y�� l r,, : . �. nlll�!� aZ ' , �C :, C'\,'� �-, l)•L . Q f.c �� pita r...1✓ c . � A n f' e ��1 a Co k U r'\ r\ & T ll XA \JJC S=` ] c 4.:. i(L rti� t,\`�`-t..1 t``-F'�� J �n �� i��•\ ( V' r7 lM1S C•c� cj'/�,411 �/`'�} -0:',� f �: 'il-4-- kl.�A �1 c,,:. .-A a- 4�Lr J� t'-.1 r f �`, J f'i,.' � � Chi S�\ �� t �j t ��Y i r'1 a..: t f .�;1 - P (� X \�f.:�:4?.. � `�i ?'i ��' r�Cn. ' J� •.'�--� 7iS\..N_.r:,� .e:' -f' `rx.�YCiC E l' o�: P ^•. �a Orr •7 C? oSl.F1:?%' V •� 1.: , '` '^ - -u. \ � `r .� .'' r� e' a'of r1C n. Q v?.t rt.Fc) L;i ('� (� faro F . ]lti0" �...d1 ^a)P1.1rt. I91 n i C ^, E'•ye.t, t? 1P E U° � ..: Cert on File Electrode i's' APR 9 L Q4 Process Welder Detail(s) Location/Commlants� Yes No Type Size >i'^t�'� �.. elm �0�� G,�;\:or"�, �p,.iC�•tv1':,� _�_o_iA....-.:a:f,c�.r.:.. �..r4 ,.,�••s-7-t`5='-� ' �O r \1C:.. a 4, X19 dei i1"! \Cpw I her certify tiiaf I havetin ed ed all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. I Spector: Jack C. Millin;VC1Certification M 0842216-85 Contractor's Representative: t t l AWS M 95030691 Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page 4 of JCM• Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS WELDING INSPECTION REPORT Project Name: The Centre @ La Quinta -Marshalls (Shell Only) Project No: Date: 03-1120 3-13-cam Project Address: City: Title 24 AWS ❑✓ ❑ UBC Other: 1 X79 395 Highway 1111 La Quinta, CA File # ® D 1.1 Client: Sub-Contractor: App# ❑ D 1.4 ❑ Shop Stamko Development Law SteelOther ❑ ® Field General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Description of Work Inspected: ` 7 Weather: r I ,I"•�. " 4a � Jv X1:'1 l.o. t o s, : ,.,� \•� Unresolved ems: None . X K ' ��!S .. �� (� n �:: c. y o .,, % 4`0 .S� ❑ See Below C4r1n� 57�� •t l�`l, I, .M\,, �: �r ., 4J(Cyf I�,k _k,.J 3")A, G .ti CO��_ ? i t Cert on V i File Electrode Sub Contractor Process Welder Yes No Type Size Detail(s) () Location/Comments �tr ,• Ci I �,a•� s�,�,,,\�, c�153 5T p,� � AQ W•eVc '5h004-. ;\l. a >1 C� <�1 r�) C , Vc "AWin: Jd t +AE, sR.o`•r ,._ JACKC.MILIIIJ 9 N 1 hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my abil1tNY,' ,J,$4found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspec or: Jack C. Mill' JI�MBqertification #: 0842216-85 Contractor's Representative: AWS #: 95030691 i� Z ) .4 Copy 1 nspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS WELDING INSPECTION REPORT Project Name: Project No: Date: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 3 ,&� -.Tj Project Address: City: Title 24 AWS Q✓ UBC Other: 79-395 Highway 111 r La Quinta, CA File # ID 1.1 App# ❑ D 1.4 ❑ Shop Client: Sub -Contractor: Stamko Development Law Steel Other ® Field General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Description of Work inspected. r Weather: } t` �Unresolved 0-i 1�L—, f Items: ❑None .See Below c� X 3 �( (r=`+ , rat • c3 F �.,� � �' � .'?�. c n.� .ta .1'\ n w CA `� ��((�� ` ��} ' Jie (7,< �� ',+ f1 .? r .`� ,tc 3 1) 1? A; ,, c - t-•1 St 1� i C' 1,A i -a z G\ .CP. nc W f S, ' C C 4s� �sG W �6 �l� IA31-' A C� ` (� . G C. l e1F1 ; c. ; e .., 'Lr'\c.ZJ L \`. '� ) r,l� e �t , . y.^ . r\ }-4. J .\1 .�) Ch's y .. ;,,) �., •�� a ,.� z t, To C, r a �. C. ,� ,1 ;1 �, r� 1 ri S t 1-t S 6, % P1 1 f 1 r �•A.Q. �17. � \C' n r�:\ }' Cc •� f° 6: r.ri C_C>✓ � �-.,. ..-_...-... _..-.,A�..,.._. r�,�e� ti t �ft� 1 S 1 �.. �C} r1 1� n r� •� :5� _,. S�i-� ' �.. r• ,. 1 �l +E-�: S j ;µr 'XIr rM] Cert on! File Electrode i { H ! { } f 1 CJs i1�� -Process Welder Detall(s) Location/Comments Yes No Type Size `70l$ c(6 ` $ToZ - il.•r•.�5..;n.. �4� Fc (rr1 � `w- s\1.•1n :ya rrc LTO _ h IA1rsr 1- Q� i r s� -�- f C� 1 �� S(' 'ilCl.�1 ICAC.. m t r', :afl7r— �, ,_. 'r JACII C I/iltl!"! 45030d�t j`i U S , �C W y'\ r •� r•t,-%)0 C D V &-k ;r) f I P VCt,r, ICk I hereby certify that I have inspected all of the above work, unless otherwise noted an.1 toVe�st of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completio7��„% InspecYo Jack C. Millin I Certification #: 0842216-85 �'a AWS ontractor's Representatiy�e: #: 95030691 \ ��° 11,1' Copy 1 JCM Inspections Copy 2 Project Superintendent 6 0 py'3; fG V"er'in ig Agency Page of 11/.19/2003 18:02 .PAX 582_628 8001` P+R ARCHITECTS Abbul;lAltS P+R ARCHITECTS AIYp ®o JACOMSSONC ��'T�N, MfC. ]fog; as 'I116m. Bias: ) Re: mror 1M +ars Robar Sdrmp FAX no Caafts a La Qmktol, movk e Tw7 weasNA sgpwkftadwat l (l[wjuft cove! shoat} I Jim. In doh "3-o asap® are shown 9a the YIawever provi� dime ar Txt also. r4t+e , thm ar+e n o Jayr sum lade b�an4 Rbatr Plate tail! be ao y ''' ° wthe 09 ban in tree Vade � This ia&rmzS mp er�d°� w, with them orlon Ofttae opt is a°et�ai,r�d � % is at+predated. 2 TSG 6, "'I L ID ,'7' 3,96- kiul cc/ a7t, ®QAYESs�a,�� - �c� NO 2,'92 acrd 0� CA u` C. e 111%@/Zooa WDD 10:06 tTXiRY NO 70731 Q oo1 UJr`'ZU/LUU4 10:31 kAA 5tJZ UZIJ 8UU5 Date: To: From: Project: Y+R ARCHITECTS 1Ti� �Q�, 0001/007 WON A R C H I T E C T S FAX COVER SHEET J File No.: Re: No. Pages Sent (including cover):_�j Transmitting FAX No.: 140-22Z-266 40-22 7 cc: cc: FAX No.: 562) (528 -8005 Description: ❑ Site Plans ❑ Working Drawings ❑ Correspondence ❑ Elevations ❑ Shop Drawings Q Literature ❑ Sketches ❑ Specifications ❑ Other Remarks: O At Your Request ❑ For Your Approval ❑ For Your Signature El For Review & Comment ❑ For Distribution ❑ For Your Use/info El For Bidding-, ❑ For Your Files ❑ Other: 1 C It & S:IFORM%P+R FormsiLoTaffax Covarw Unes.doc �.i Corporate Office: 111 West Ocean Soulemrd, 21St Floor, Long Beach, CA 90802 • (562) 628-8000 Regional Offices: Newport Beach, CA Washington, DC Las Vegas, NV Portland, OR • Rcgen, AR �I G 't n ' o CD. N O CD- TAPERED FIBER SHIN. 2x NAILER WITH (-G.I. CAP FLASHING 24 GA. 5/8"'GOLNTERSUKK SLOPE TOWARDS ROO= A.B. 9 415" O.C. (STAGGERED) S.S. SCREW W/ SEE STRICT. D'dJ 5. NEOPRENE l•JASI-i=R 18" O.C. T.O.P. I , gin, G.I. CONT, CLEAT as _ CONT. CAULKING a -ONT. CAULKING- a+. -1/5" THK. PLASTER iON 1/2" SNEATING — ;zOOF'G UP 6 OVER �Vee.' c NOTE: PARAPET WALL �► ALL G.I FLASN,NGCD SiEv�N b Go TO BE 2A GA., i Go N £ OF CA m PARAPET. COPING cl'� 4 m O� I.CPM-I 09/16/02 SGALE: 3" = I'-C" q__ - -- -- C. CD _ N / CD /l tiR 0 0 0 nB 0 i l R TEYEN J. R * N. 9/ gIFOF CA��F�� 121 03/2Q/2004 16:31 FAX 562 628 8005 P+R ARCHITECTS U004/007 61C, G LO 0/ 1"� M jr-If A01. `7u u 2e 01034 -k Toc ow-( c�� X �Z> 03/28/2004 16:31 FAX 562 628 8005 P+R ARCHITECTS BIOSE Ito ' ' /2 r -- ox Y Avtc(jof;05 2,J 2el T�(f lQ 005/007 DETAIL AT .OPENING C 0 N S T R U C T 1 0 N f DESIGN SYSTEMS, INC r FAX TRANSMITTAL 78-401 Hwy. 111, F2 La Quinta, CA 92253 CA.License # 767086 TO: A & M Framing — Tom Parisi (760) 564-0406 FROM: Jorge Rivero- Project Manager (760) 771-3593 Subject: Marshall DATE: 29 -Mar -04 TIME: 4:04 PM CC:, File - Folder RE: Inspection Reports COMMENTS: ' Please proceed with RFI # 15A, thank you. Fax Number: (760) 771-4093 " Fax Number 760 771-4093 1 CONSTRUCTION %A,-.- =; ii; 1 0 S f,. DESIGN SYSTEMS, INC P . ) . Transmission Result Report(MemoryTX) ( Mar.29. 2004 4:55PM } CA jkmft # 767086 1) Construction Design 2) Construction Design Systems, INC Systems, INC e/Time: Mar.29. 2004 4:53PM .� Mardon File 29 -Mar -04 Page No. Mode Destination Pg(s) Result 'No't Sent .---------------------------------------------------------------------------------------------------- 2176 Memory TX 95640406 P. -7 OK ---------------------------------------------------------------------------------------------------- Reasonfor error E•1) Hans up or I i n e f a i I E•2) Busy E•3) No answer E•4) No facsimile connection i 4 CONSTRUCTION %A,-.- =; ii; 1 0 S DESIGN SYSTEMS, INC FAX TRANSAiMAL 78.401 Hwy. 111, n 1atja1n*CA 82299 CA jkmft # 767086 O: A & M hsm)ng - Tom Peril. (760) 664-0906 OM: Jorge eivuo- Projeet Mager (760) 771-9985 - - an abject: Mardon ATi: 29 -Mar -04 4:04 PM CC: Flk-Fold. G . Wpwil" Zeporte COMMENTS: Phase P/ocecd wtth RF! 8 751 fhani you FM Number. (760) 7714093 Far Mmabar 60 771-4093 4 Apia,- 7. 2004 5:33AM Construction Design Systems INC C0NSTRUCT10N DESIGN SYSTEMS, INC FAX T.RANSMI'ITAL 78-401 Hwy, l 11, F2 La Quinta, CA 92'253 CA License # 7(37086 TO: City of La Quinta — Mr. Crawford (760) 777-7011 FROM: jorge Rivero— Project Manager (760) 771-31593 Subject: Marshalls at La Quinta DATE: 7 -Apr -04 TIME: 5:51 AM RE: Sectional on the Roof System (per your request). ENTS: Please call me if any questions come up, thank you. Jotge S. Rivera Fax Numher (760) 779-4093 N o . 2 5 8 4 P. I CC: GDS - Brian Ewing CVS - N ikc Allen File — Folder r0CApr 1. 2004,E 5;33AM;2 62Coostructioo Design Systems, IN( 4 all, 4 No•2584 P• 2 w, 001 F1= U'AAp;, 7. 20045 5;34AMa2 6;Coostruction Design Systems .INC ARc -- -- V(rtJ ► ull 9/30/04 No,2584 P, 3 I9jOo1 METAL FOWV WA LPArx W&WT& EYf. dtm PL+ti91wR - I' M814L FV1EAL a 4 ' AFX { I Ekt Cel PusTpe ; e I I EL. O'•O• . Rpt FLPL WALL SECTION . - rD. PAR4PeT I AEYQVD \ I II T.D. PAAAPET ' - CGTIi NA¢Eli W/ Sl e/e'as Ae. ie�GNS - m OU T -UP - I EXT• F'LM.�� ovER 10� ele �R+/. I _ O/ RWWP IW LA'R I I 5 fT1L_ oEOC BE£ _ E-ATtRICA CEpMq, SLOPE I f I I • � - - Aa.e ie��• AIP. o�ar�r I . I -. cANOPr �av B'90B•b6• SPLIT FAGS . _ __ ^.,, _. ff- ° APF. I' f148QWir tNm -_ -GONG - - ------------ - - - C.' - CABLE — ' NTIp� ca14A/G J METAL FRA -V 1� / METAL avaOAr VWW. METAL AL METAL FOWV WA LPArx W&WT& EYf. dtm PL+ti91wR - I' M814L FV1EAL a 4 ' AFX { I Ekt Cel PusTpe ; e I I EL. O'•O• . Rpt FLPL WALL SECTION rc f WELD CERT 1215 S. HERMOSA ST BANNING, CA. 92220 (909) 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name JAMES ANDERSON Identification No. # 236 Qualification Date 4/24/2003 Welder Social Security No. N/A VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type ARC SEAM ARC SEAM Backing Material Type N/A N/A Groove Welded From: One Side or Both Sides ONE ONE BASE METAL: Material Specification Sheet Steel GR -C' GR -C Supporting Steel GR -C GR -C Sheet Thickness: Groove N/A N/A Fillet N/A N/A Arc Spot N/A N/A Arc Seam 18 -GA. 18 -GA COATING (S): Type GALV GALV Thickness G-90 G-90 POSITION: Groove N/A Fillet N/A N/A Arc Spot N/A N/A Arc Seam FLAT FLAT Progression N/A N/A GAS N/A N/A ELECTRODE Size 1 /8" 1/8" Group Designation E6011 E6011 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks N/A Undercut N/A Reinforcement N/A .Diam of Arc Spot Nugget N/A Bend Test per Fig # 3.3 C (C) Specimen 1,PASS Specimen 2 PASS Test Conducted By E OJEDA Date 4/24/2003 The undersigned certify that the statements in this record are correct and that the wolde were prepared and tested in accordance with the requirements of 6.7 of ANSI/AW , uctural Welding Code - Sheet Steel JRA Date Tested 4/24/2003 Signed By cwr WELD CERT 1215 S. HERMOSA ST BANNING, CA. 92220 909 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name JAMES ANDERSON Identification No. #236 Qualification Date 10/27/2001 Welder Social Security No. N/A VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type ARC SPOT ARC SPOT Backing Material Type N/A N/A Groove Welded From: One Side or Both Sides ONE ONE BASE METAL: Material Specification Sheet Steel GR -C GR -C Supporting Steel GR -A GR -A Sheet Thickness: Groove N/A N/A Fillet N/A N/A Arc Spot 18 -GA. 18 -GA. Arc Seam N/A N/A COATING (S): Type GALV GALV. Thickness G-90 G-90 POSITION: Groove N/A Fillet N/A N/A Arc Spot FLAT FLAT Arc Seam N/A N/A Progression N/A N/A GAS N/A N/A ELECTRODE Size Group Designation E7018 E7018 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS �nu� oa,�a Appearance PASS Cracks N/A Undercut �0c;°ai21 Reinforcement N/A Diam of Arc Spot Nugget 3/4" Test per Fig # 6.2 Specimen 1 PASS Specimen 2 PASS Test Conducted By E OJEDA Date 10/27/2001 The undersigned certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of 6.7 of ANSI/AWS D1.3 89) Structural Welding Code - Sheet Steel Date Tested, 10/27/2001 Signed By WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909)849-3127 WELDER QUALIFICATION TEST RECORD Eye Correction Required Yes N/A No -QX Name JAMES ANDERSON Card No Eye Glasses N/A Contact Lenses N/A Magnifiers -FN-/Al N/A Welder QX Operator N/A I.D. NO. #236 Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.24 (A) Process(es) SMAW Manual QX Semi -Automatic N/A Automatic rN-/-A-1 Machine N/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/.32" Backing Yes QX NoFN/-A-1 Consumable Insert YesN/A No QX Double Welded N/A or Single Welded FTJ Short Circuiting Arc (GMAW) Yes N/A No QX Current AC N/A DC QX Back Purging Yes N/A No Visual Test Results Bend Test Results Acceptable Type Bends: Results: TEST RESULTS Yes QX No N/A 1" PLATE Side BendsQX Root and Face BendN/A PassQX Fail N/A Macroetch Test Results I PROCESS es QUALIFIED FOR Acceptable Yes N/A No N/A SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G N/A 2G N/A 5G N/A 6G N/A (T) Min. Plate 1G�X 2G N/A 3G N/A 4G N/A (T) Min. Consumable Insert N/A Backing Type STEEL Fillet: Pipe 1 F QX 2F N/A 4F N/A 5F Plate 1F FTJ 2F N/A 3F N/A 4F Vertical Up N/A Down N/A N/A (T) Min N/A (T) Min Single Side 1/8" Max 3/4" Diameter 4" TO UNLIMITED 1/8" Max UNLIMITED 1/8" Max UNLIMITED UNLIMITED Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standard for welder certificatian and ' ANSI / AWS D1.1-98 Code or Standard. ,�� A / A Signed By Date Tested 10/29/01 00 aM& 95010611 W .1N LOS ANGELES UNIFIED SCHOOL DISTRICT North Valley OcCupc'-tional Center 11450 Sharp Ave, Mission Hills, CA 91345 .(818) 365-9645 Laboratory Welding Certificate `• FT T' UALIFICA1 Ai �1 _W F1 Diameter and wall thickness (if pipe) otherwise j mt thickness: Thickness range this qualifies: b "(-) L- I T5�_ FILLER MATERIAL -SgQci. cat" .4 t, i,:; ;qion:No.: Backinwz _�S_f1as— N_0_ Electrical Curren: DC+X GUIDED BEND TEST ELATE RESULTS Test I Test 11 eV e Type: S -G Type: Tyl-'e. Type: s Result: Resultv��55 -Re,,-.. Rt GUIDED BEND TESST-PIPE RESULTS Test I Testlul ,Type: Type: T, )pe: i Type: Resul Resu RResult: t!W. statements in this record are c,)i-rect and that the weld were prepared and !:este0'.i:j-1 a.ccC.'-.-f1-Lnce with. -,he-AWS D1.1,st .,�_al qiirl AWS D1.5 Br; 11ge welding-, code. -or ASME section TX. Itt Qnd_uctQd at North Valley Qccupatiorjai.+`enter Lab L icence No. 10 159 J, A,I-dcrl 5 nibs IrJ177? Date: 12 o LOS ANGELES UNIFIED SCHOOL DISTRICT North Valley Occupational Center A`; 11450 Sharp Ave, Afission Hills, CA 91345 (818) 365-9645 Laboratory Welding Certificate WEL DEP AND -nal 11?ING 0 P E, PAT OP, Q*O A LI F1 C ATI ON TEST R. E C 0 RD .I Welder's Qamee o SS#m Address: g6771 -14q City: zip: ?-z7-1. WELDING PROCESS 4Z� Manual: /VO Semiautomatic: 41,*-t1(NQ Machines XW4zo—ki- Positim Material specifications: Anft2S_ 163G Diameter and wall thickness (if pil2e) otherwLq _e_L!iint thickness' Thickness range this -0 kU Z - FILLER MATERIAL -20 Classificati, n: No.- Z 3Z Specification No. C( -j6 r -em: af i:�uri 5 g' .j:. - - 4 GUIDED BEND TEST [?`LATE RESULTS Test I 2— Type: T Type: Test 11 Test IV y Type: Result: , Result: Result: Result: V'11 IT Testlya. Type: T Type: T Type: Result. Res t: Result ii- this recoud d that the weld v?,ere prqpgyred. and , I I are c t:., c t and N,- 'ridge welding code,. W: 1 -ii zh -"-AAl"- D str-,K" I . and AWS D1.5 L Cir S M E s c cL i i IX TQst con ticted at North Valley Occupational. Ier Lab Licence No. 101 9 I? SAN PEDRO/WILMINGTON SKILLS.CENTER P.O. BOX 2726 -FT. MACARTHUR S,4V PEDRO, CA. 907.31 TEL: (21.3) 831-0295- 140/STRUCTURAL WELDING CODE LOS ANGELES UNIFIED SCHOOL 0 -1 -SM -M-7 Division of Career and Continuing Education SS1#425-95-0162 WELDER AND WELDING OPERATOR QUALIFICATION TEST RECORD Welder or welding operator's name ................. SAi',fUEL CANO Identification no. .. 3975 ......................... Welding process .... A•.W:........................... fVlanual .........X........± Semiautomatic ........................ :Machine ................... Position ....2...G.. HORIZONTAL ....................................................... (Flat, horizontal, overhead or ver;:cal — if vertical state whether u -.:ward or downward) zcorjarce v.it:t Procedure Specification No.' ...A'1� S .... D. 5 Material specification .....A.STiI A ..........-36......................................................................................................................................... Diameter and wall thickness (if pipe) otherwise joint thickness .....1 ....PLATE Thickness range this qualifies .......3/16 THROUGH ',1L4XI;`1U,1 'TO'BE FIELDED ..................................................... FILLER MATERIAL Specification No. .......A.5...ASdS...1..&..A5.:.5............... Classification ...... E-7018............................ F No. .....4................. Describe filler metal (if not covered by AWS specification).................................................................................................... ....................... ............................... :............ .........................................:.........................................:............................................... is backing strip used? ......YES....................................................... .................................................................................................. Filler metal diameter and trade name .,......... Flux :or submerged arc or gas for gas metal arc of flux (E-7018) cored arc welding .....NVA Guided Bend Test Results Type .. I Fleautt Type I Remarks 2 G SIDE PASSED I Remarks 2' •G SIDE _ PASSED Test conducted by .SAN .PEDRO/t4ILTIINGTON SKILLS CENTE&boratory Test No. ..4149 ............... per Jff LL.I.AM PULASKI ................................................ RADIOGRAPHIC TEST RESULTS Film Identifi• cation �• Results I Remarks Fi;m Ide:iifi- cati,n Results Remarks f I f I Test vvitnessed by per Test no We the undersigned, certify that the statements in this record arecorrect and that the welds were prepared and tested in accordance with the requirements of 5C or D of AWS. D1.1, Strucoral Welding Code. n�(SAN PEDRO WILMINGTON Manuf:tr:turer or Contractor ................. SKIJLS WELDOR�'S SIC;NATURE CENTER !� Authc.,ized by Dan ..........................1..:14-94 f D. C. i Procedure Qualification Test Record No.-DC4-1CjA Welding Procedure Specification No. DCj_Lj'(jA.l8a Welding Pi:ocess- SMANV Typ . e. >W .— anual ns Date November 9, 2002 Date. November 2002 .......... ,JOINTS A. v Type of Welded Joint Arc Spot Weld IONS BackingLj5s Aion Of Groove Flat -A�LqOigMate6al' A572 1.0ricifbillet N/A Groove Welded Froth—OneSid 01, VA e GAPS BASk, METAI, • Material Specification Type and Grade: Shielding Gu NiA Flow Percent Cl A 607 Gr.60 - 10 A 572 Gr.0 . ..... Shect Ste .4ixti�ria FLUX Thickness .0516 Filler Metal SuPlVrt Stctl 5o _..o- Specification A-5. I Group :=1 Base Metal Preparation None COATING TVPe_Galvapiz6d Thickh6s VVILIALUKAMIN TION RESOL'I'S Spec.inicni Codornis Specimen 2 Diem of Arc Sj)ot. Test Conducted By; D. C. Inspection.i Dennis Cambs Par's Electrode Welding Current Size Welder or Welding OperatUT Name Samuel I Identification No.__ Welders Social Security No. 567-45-0451 The Undersigned certifies that the statements i were prepared, welded', and tested lo-w.Cotdar -Structural Welding Code --Sheet St64-, \ N 'BY. - 'Date: November 9, 2002 Lah Test No. TX02-119 ravel Melting peed Rate 9 IN Wire Feed Speed Date of Qua.lifc_a venibel' 9, L002 tion 69:rocord are correct and that the test welds with the requirements of ANSI/AWS D1.3-1998. Datc November 9. 2002 <MMkk Is v a Wilts V WELD CERT 1215 S. HERMOSA ST BANNING, CA. 92220 (909) 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name BRAD CROSSWHITE Identification No. #034 Qualification Date 10/27/2001 Welder Social Security No. N/A VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type Backing Material Type Groove Welded From: One Side or Both Sides BASE METAL: Material Specification Sheet Steel Supporting Steel Sheet Thickness: Groove Fillet Arc Spot Arc Seam COATING (S): Type Thickness POSITION: Groove Fillet Arc Spot Arc Seam Progression GAS ELECTRODE Size Group Designation ARC SPOT ARC SPOT N/A N/A ONE ONE GR -C GR -C GR -A GR -A N/A N/A N/A N/A 18 -GA. 18 -GA. N/A N/A GALV GALV. G-90 G-90 N/A N/A N/A FLAT FLAT N/A N/A N/A NIA N/A N/A 1/8" 1 1/8" E7018 E7018 VISUAL EXAMINATION RESULTS (6.7) I A*"Qc Specimen 1 PASS Specimen 2 PASS <.:N! 00WEDkJR. vsoioati Appearance PASS Cracks N/A Undercutnrr Reinforcement N/A Diam of Arc Spot Nugget 3/4" Test per Fig # 6:2 Specimen 1 PASS Specimen 2 PASS Test Conducted By E OJEDA Date 10/27/2001 V The undersigned certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of 6.7 of ANSI/AWS D1.3 (89) Structural Welding Code - Sheet Steel Date Tested 10/27/2001 Signed By 0.1 al;14-2e' WELD CERT 1215 S. HERMOSA ST BANNING, CA. 92220 (909) 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name Identification No. Welder Social Security No. BRAD CROSSWHITE # 034 Qualification Date N/A 4./24/03 VARIABLE ACTUAL VARIABLE QUALIFICATION Fillet USED IN QUAL RANGE JOINT: N/A N/A Joint Type ARC SEAM ARC SEAM Backing Material Type N/A N/A Groove Welded From: N/A N/A One Side or Both Sides ONE ONE BASE METAL: 1/8" 1/8" Material Specification Sheet Steel GR -C GR -C Supporting Steel GR -C GR -C Sheet Thickness: Groove N/A N/A Fillet N/A N/A Arc Spot. N/A N/A Arc Seam 18 -GA. 18 -GA COATING (S): Type GALV GALV Thickness G-90 G-90 POSITION: E6011 E6011 Groove N/A PASS Fillet N/A N/A Arc Spot . N/A N/A Arc Seam FLAT FLAT Progression . N/A N/A GAS N/A N/A ELECTRODE Size 1/8" 1/8" Group Designation E6011 E6011 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks N/A Undercut N/A Reinforcement N/A Diam of Arc Spot Nugget N/A Bend Test per Fig # 3.3 C (C) Specimen 1 PASS Specimen 2 PASS Test Conducted By E OJEDA Date 4/24/2003 The undersigned certify that the statements in this record are correct and that the were prepared and tested in accordance with the requirements of 6.7 of ANSI/AW Welding Code - Sheet Steel Date Tested 4/24/2003 Signed By ., ------- -� ---. 117106/ USE ONLY LA 01 11 i11ii4S' i1 Ud�1gF' _ i. T►z :'p� �.-3(1—(l� RENEWAL.:FEE± crrr ct carraou �' . EXPIRES -?+I- F' Welder .. LICENSE Certified To act as Structural Steel o. ' 06-07-00 SP12 T-9642 Bradley Pau] .Oros:..:r:.x: i Pi rl. � ONLY UJ� 82T �e 9 43L WHEN SIGNED BY HOLDER s ,,.�•Y" V �I. 3 6 8 6 6Department of Building and Safety �I City of Los Angeles. p 8 6 s M-100 (R-3786) .cr, - CASHIERS -) i j i49�' 117106/r)a.:fi USE ONLY LA 01 1} _ _Zn _ REN EWAL•,FEE LL COMMOER'' ' ..'. EXPIRES n3 S ,�. LJCENSE Certified Welder :. teel . . Z. To act as Structural S LU 06- SP12 T-9642 Brar3leYCrosswhite.; d LL�Avenue- °�: Pi3�M AW ONLY 821 W. Date :•:..,;, WHEN SIGNED BY HOLDER CA 93436 36866 ! . Department of Building and Safety �� ? City of Los Angeles. j I B 3 S M.10o (R.3186) ------------------- US USE OLY 1 12]NLk u99407,106/OB. corrrgoueA EXPIRES 5-30-03 REMEYVALr FEE :v is a LIGEN$E Certified W R. • " To act as S eider' - L ' . tIUCtUral Stet'1` 4;marq in 0.6-07-00 SP12 T-9642 fFTiS L�iALi� � LL's eY Paul . Crosswhite: ONLY.::'. 0 821 W. Date Airmim WHEN SIGNED BY .HOLDER IwRQoc, CA 93436.. Department of Building and Safety t is .. City of Los Angeles:':;;;:, r a 8 .100 :,.. t.:. .. •, .: .. } 3 i ------------------- US USE OLY 1 12]NLk u99407,106/OB. corrrgoueA EXPIRES 5-30-03 REMEYVALr FEE :v is a LIGEN$E Certified W R. • " To act as S eider' - L ' . tIUCtUral Stet'1` 4;marq in 0.6-07-00 SP12 T-9642 fFTiS L�iALi� � LL's eY Paul . Crosswhite: ONLY.::'. 0 821 W. Date Airmim WHEN SIGNED BY .HOLDER IwRQoc, CA 93436.. Department of Building and Safety t is .. City of Los Angeles:':;;;:, r a 8 .100 :,.. t.:. .. •, .: .. } VELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 Eye Correction Required WELDER QUALIFICATION TEST RECORD Yes N/A No QX Eye Glasses N/A Contact Lenses N/A ' Magnifiers N/A Name JAMES LAW Card No. N/A Welder 0 Operator N/A I.D. NO. #258 Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.24 (A) Process(es) SMAW Manual0 Semi -Automatic N/A Automatic N/A Machine N/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing Yes 0 No FN/A Consumable Insert Yes N/A No Double Welded N/A or Single Welded 0 Short Circuiting Arc (GMAW) Yes N/A No F-71 AC N/A DC Q Back Purging Yes N/A No ILA j TEST RESULTS Visual Test Results Acceptable Yes QX No N/A r 1" PLATE Bend Test Results Type Bends: Side BendsrX Root and Face Bend N/A Results: PassO Fail N/A Macroetch Test Results I PROCESS (es) QUALIFIED FOR Acceptable Yes N/A No N/A �— SMAW POSITIONS QUALIFIED FOR Groove: ° Pipe 1 G N/A 2G N/A 5G N/A 6G N/A (T) Min. Plate 1G 02GN/A 3G N/A 4G N/A (T) Min. Consumable Insert N/A Backing Type STEEL Fillet: Pipe 1 F F-Tj2F N/A 4F N/A 5F Plate 1F [N�2F N/A 3F N/A 4F Vertical Up N/A Down N/A 1/8" Max 3/4" Diameter 4" TO UNLIMITED .1/8" Max UNLIMITED N/A (T) Min. 1/8" Max UNLIMITED N/A (T) Min. 1/8" Max UNLIMITED Single Side FX Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standard for welder certification and ANSI / AWS D1.1-98 Code or Standard. Z-� „ Date Tested 10/29/01 Signed By WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909)849-3127 Eye Correction Required WELDER QUALIFICATION TEST RECORD Yes N/A No QX Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Name JAMES LAW Card No. N/A Welder FX Operator N/A I.D. NO. #258 Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.24 (A) Process(es) SMAW Manual FX Semi -Automatic N/A Automatic N/A Machine N/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 /—A5.5 Size 1/8" & 5/32" Backing Yes QX No N/A Consumable Insert Yes N/A No Q Double Welded N/A or Single Welded QX Short Circuiting Arc (GMAW) Yes N/A No FX Current AC N/A DC r Back Purging Yes N/A No FX Visual Test Results Acceptable Bend Test Results Type Bends: Results: TEST RESULTS Yes r—X-j No N/A 1" PLATE Side BendsFX Root and Face BendN/A PassOX FailN/A Macroetch Test Results I PROCESS es QUALIFIED FOR Acceptable Yes EN No N/A SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G OX 2G QX 5G N/A 6G N/A (T) Min. Plate 1G OX 2G OX 3G OX 4G N/A (T) Min. Consumable Insert[—N-/A-1 Backing Type STEEL 1/8" Max 3/4" Diameter 4" TO UNLIMITED 1/8" Max UNLIMITED Fillet: Pipe 1F 02F [E417 N/A 5F N/A (T) Min. 1/8" Max UNLIMITED Plate 1F FX 2F F -X -]3F F—X-14F N/A (T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down FN—/A-1 Single Side FEX Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standar5j4r welder certification and ANSI / AWS D1.1-98 Code or Standard. Z!�n Signed By Date Tested 6/15/02 WELD CERT 1215 S. HERMOSA ST BANNING, CA. 92220 (909) 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name JAMES LAW Identification No. #258 Qualification Date 6/15/2002 Welder Social Security No. N/A VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type Backing Material Type Groove Welded From: One Side or Both Sides BASE METAL: Material Specification Sheet Steel Supporting Steel Sheet Thickness: Groove Fillet Arc Spot Arc Seam COATING (S): Type Thickness POSITION: Groove Fillet Arc Spot Arc Seam Progression GAS ARC SPOT ARC SPOT N/A N/A ONE ONE GR -C GR -C GR -A GR -A N/A N/A N/A N/A 18 -GA. 18 -GA. N/A N/A GALV GALV. G-90 G-90 N/A N/A N/A FLAT FLAT N/A N/A N/A N/A N/A N/A ELECTRODE Size 1/8" 1/8" Group Designation E7018 E7018 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks N/A Undercut N/A Reinforcement N/A Diam of Arc Spot Nugget 3/4" Test per Fig # 6.2 Specimen 1 PASS Specimen 2 PASS Test Conducted By E OJEDA Date 10/27/2001 The undersigned certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of 6.7 of ANSI/AWS D1.3 (8 ural Welding Code - Sheet Steel 4Vsgci Date Tested 6/15/2002 Signed By Asan � r WELD CERT 1215 S. HERMOSA ST BANNING, CA. 92220 (909) 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name JASON LAW Identification No. # 256 Qualification Date 4/24/2003 Welder Social Security No. N/A VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type ARC SEAM ARC SEAM Backing Material Type N/A N/A Groove Welded From: One Side or Both Sides ONE ONE BASE METAL: Material Specification . 1/8" 1/8" Sheet Steel - GR -C GR -C Supporting Steel GR -C GR -C Sheet Thickness: Appearance PASS Groove N/A N/A Fillet N/A N/A Arc Spot N/A N/A Arc Seam 18 -GA. 18 -GA COATING (S): Type GALV GALV Thickness G-90 G-90 POSITION: Groove N/A Fillet N/A N/A Arc Spot N/A N/A Arc Seam FLAT FLAT Progression N/A N/A GAS N/A N/A ELECTRODE Size 1/8" 1/8" Group Designation E6011 E6011 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks N/A Undercut N/A Reinforcement N/A Diam of Arc Spot Nugget N/A Bend Test per Fig # 3.3 C (C) Specimen 1 PASS Specimen 2 PASS Test Conducted By E OJEDA Date 4/24/2003 The undersigned certify that the statements in this record are correct and that the ds were prepared and tested in accordance with the requirements of 6.7 of ANSI/A tru, Welding Code - Sheet Steel EMMw a Date Tested 4/24/2003 Signed By :I WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 Eye Correction Required WELDER QUALIFICATION TEST RECORD Yes N/A No FX Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Name JASON LAW Card No. N/A Welder 0 Operator rN—/A-1 I.D. NO. #256 Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.24 (A) Process(es) SMAW ManualQ Semi -Automatic N/A Automatic N/A Machine N/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing Yes 0 No N/A Consumable Insert Yes N/A No F]X Double Welded N/A or,Single Welded Q Short Circuiting Arc (G MAW) Yes N/A No 0 Current AC N/A DC 0 Back Purging Yes N/A No TEST RESULTS Visual Test Results Bend Test Results Acceptable Yes Q No[N--/Aj [-1" PLATE Type Bends: Side BendsFXX Root and Face Bend N/A F 2 EA. Results: PassF7X Fail N/A Macroetch Test Results PROCESS (es) QUALIFIED FOR Acceptable Yes EE No N/A SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G M 2G 05G N/A 6G N/A (T) Min. 1/8" Max 3/4" Diameter 4" TO UNLIMITED Plate 1G Q2G QX 3G Q4G N/A (T) Min. 1/8" Max UNLIMITED Consumable InsertN/A Backing Type STEEL Fillet: Pipe 1F Q217 F7X 4F N/A 5FN/A (T) Min. 1/8" Max UNLIMITED Plate 1F F- 2F QX 3F Q4F N/A (T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down N/A Single Side F7X Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standard for welder certificatioo and ANSI / AWS D1.1-98 Code or Standard. Signed By Date Tested 6/15/02 WELD CERT 1215 S.'HERMOSA ST N/A * �` BANNING, CA. 92220 N/A N/A (909) 849-3127 FLAT FLAT WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION N/A TEST RECORD N/A Welder Name JASON LAW N/A Identification No. #256 Qualification Date 10/27/2001 Welder Social Security No. N/A 1/8" VARIABLE ACTUAL VARIABLE QUALIFICATION E7018 USED IN QUAL RANGE JOINT: Joint Type ARC SPOT ARC SPOT Backing Material Type N/A N/A Groove Welded From: One Side or Both Sides ONE ' ONE BASE METAL: Material Specification Sheet Steel GR -C GR -C Supporting Steel, GR=A GR -A Sheet Thickness: Groove N/A N/A Fillet N/A N/A Arc Spot 18 -GA. 18 -GA. Arc Seam N/A N/A COATING (S):. Type GALV GALV. Thickness G-90 G-90 POSITION: Groove N/A Fillet N/A N/A Arc Spot FLAT FLAT Arc Seam N/A N/A Progression N/A N/A GAS N/A N/A ELECTRODE Size 1/8" 1/8" Group Designation E7018 E7018 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 ' PASS ""'5x1 P P Roo QIEDA, JR Appearance PASS Cracks N/A Undercut 95010611 Reinforcement N/A Diam of Arc Spot Nugget 3/4" Test per Fig # 6.2 .Specimen 1 PASS Specimen 2 PASS Test Conducted By E OJEDA Date 10/27/2001 The undersigned certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of 6.7 of ANSI/AWS D1.3 (89) Structural Welding Code - Sheet Steel Date Tested 10/27/2001 Signed By WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 WELDER QUALIFICATION. TEST RECORD Eye Correction Required Yes N/A No 0 Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Name JASON LAW y Card No. N/A Welder 0 Operator N/A I.D. NO. #256 Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.24 (A) Process(es) SMAW ManualQ Semi -Automatic N/A Automatic N/A MachineN/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing YesFX--] No N/A Consumable Insert Yes N/A No Double Welded N/A . or Single Welded 0 Short Circuiting Arc (GMAW) Yes N/A No 0 Current AC N/A DC 0 Back Purging Yes N/A No FX TEST RESULTS Visual Test Results Acceptable Yes FX --1 No N/A 1" PLATE Bend Test Results Type Bends: Side BendsO Root and Face Bend N/A 2 EA. Results: Pass® Fait N/A Macroetch Test Results I I PROCESS es QUALIFIED FOR Acceptable Yes N/A No N/A SMAW POSITIONS QUAD LIFIED FOR Groove: Pipe .1G N/A 12G N/A 5G N/A 6G N/A (T) Min. 1/8" Max 3/4" Diameter 4" TO UNLIMITED Plate 1G 02G N/A 3G N/A 4G N/A (T) Min. 1/8" Max UNLIMITED Consumable InsertN/A Backing Type STEEL Fillet: Pipe 1F F-71217 N/A 14F N/A 5F N/A (T) Min. Plate 1F Q2F N/A 3F N/A 4F FN/-A-I(T)Min. Vertical Up N/A Down rN-/-A-1 Single Side 1/8 Max UNLIMITED 1/8" Max UNLIMITED FX Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filter metal variables of the AWS standard for welder certification and ANSI / AWS D1.1-98 Code or Standard. Signed By Date Tested 10/29/01 ervisor • <EMAq! J0.m cvn + Title WELD CERT 121 i S. HERMOSA ST. BANNING, CA. 92220 (909)849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Company Name . LAW STEEL Welder Name JASON LAW Identification No. N/A Qualification Date 8/31/00 Welder Social Security No. 473-13-6454 VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type ARC SPOT ARC SPOT Backing Material Type N/A N/A Groove Welded From: One Side or Both Sides ONE ONE BASE h9ETAL: Material Specification ' Sheet Steel GR -C GR -C Supporting Steel A36 A36 Sheet Thickness: Groove N/A N/A Fillet N/A N/A Arc Spot 22 GA 22 GA Arc Seam N/A N/A COATING (S): Type GALV GALV. Thickness G-90 G-90 POSITION: Groove N/A Fillet N/A N/A Arc Spot FLAT FLAT Arc Seam . N/A N/A Progression N/A N/A GAS N/A N/A ELECTRODE Size 1/8" 1/8" Group Designation E7018 E7018 VISUAL EXAMINATION RESULTS (6.7) AMio[1 0UA100 W[d4 d0. Specimen 1 PASS Specimen 2 PASS +sO�t Appearance PASS Cracks NONE Under CWr Reinforcement 1/32"+ Diam of Arc Spot Nug 3/4" Test per Fig # 6.2 Specimen 1 PASS Specimen 2 PASS Test Conducted By E OJEDA Date 8/31/00 The undersigned certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of 6.7 of ANSI/AWS D1.3 (89) Structural Welding Code - Sheet Steel Date Tested 8/31/00 Signed By WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 WELDING PROCEDURE SPECIFICATION, PROCEDURE QUALIFICATION RECORD, AND WELDER QUALIFICATION TEST RECORD SPECIFICATION NO. N/A WELDER JASON LAW PROCEDURE SPECIFICATION I.D. NO. #256 . Material specification A-706 Rebar size #4 Rebar coating type N/A Backing material N/A Backing size N/A Welding process SMAW Carbon equivalent N/A Manual or machine MANUAL Position of welding 1 G, 2G, 3G, 4G. Filler metal specification A5.1 / A5.5 Filler metal classification E-7018 Shielding gas N/A Gas flow rate N/A Single or multiple pass AS NEEDED single or multiple arc SINGLE Welding current DCEP Polarity REVERSE Root treatment NONE Preaheat and interpass temperature NONE WELDING PROCEDURE TEST RESULTS Tensil Strength, psi 1 N/A Weldin Current Joint Detail 2 'N/A Visual Inspection Appearanc VOK i_ AUTO a � Undercut ACCEPTABLE Porosity NONE NDT Type N/A Results N/A Macroetch Tests 1G #1 PASS #2 PASS 2G #1 PASS #2 PASS 3G #1 PASS #2 PASS 4G ##1 PASS #2 PASS Pass No. Electrode Size Weldin Current Joint Detail Amps Volts a Wore at -( slel -"I! i_ AUTO a � 130 �. FUNCTION �—'03i 1? a e OR W. WNONEVlR IS 1E88 OF A eEOM" MACHINE PER FIG 6.6 (b) FLARE BEVEL GROOVE INDERECT BUTT JOINT This procedure may vary due to fabrication sequence, fit up, pass size, etc. within the Limitations of Variables given in 6.2.1. We the undersigned certify that the statements in this record are correct and that the test were prepared, welded, and tested in accordance with the requirements 2 of ANSI/ AWS D1.4 1992 Structural Welding Code - Reinforcing Steel. AWS GCI mwam a� jk 95010611 C1r1 Procedure No. N/A Manufacture LAW STEEL Revision No. N/A Authorized by ED OJEDA JR. Date 5/17/2003 WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 Eye Correction Required Name WELDER QUALIFICATION TEST RECORD Yes N/A No 0 JASON LAW Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Card No. N/A Welder FX Operator N/A I.D. NO. #256 Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.24 (A) Process(es) SMAW Manua10X Semi -Automatic N/A Automatic N/A Machine N/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing Yes FX No N/A Consumable Insert Yes N/A No FX Double Welded N/A or Single Welded FX 'Short Circuiting Arc (GMAW) YesN/A No FX Current AC NIA DC FX Back Purging YesN/A No FX TEST RESULTS Visual Test Results Acceptable Yes FX--] No N/A 1 1" PLATE Bend Test Results Type Bends: Side BendsFX Root and Face Bend FN—/A-12 EA. Results: PassO Fail N/A Macroetch Test Results I PROCESS (es) QUALIFIED FOR Acceptable Yes N/A No N/A I SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G �2G 05G N/A 6G N/A (T) Min. Plate 1G F—X]2G 03G N/A 4G Q(T) Min. Consumable Insert N/A Backing Type STEEL 1/8" Max 3/4" Diameter 4" TO UNLIMITED 1/8" Max UNLIMITED Fillet: Pipe 1F FT] 2F OX 4F N/A 5F N/A (T) Min. 1/8" Max UNLIMITED Plate 1F OX 2F EX 3F N/A 4F FX (T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down N/A Single Side FX Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS st rd;{welder certification and ANSI / AWS D1.1-98 Code or Standard. bi ) i1 Date Tested 5/17/03 Signed By AWS a 1` ano ar�nu, vsoweai John H.- - I N C O R 0 R A*.T ED ,1 r REPORT OF -WELDER QUALIFICAnON'TEST CLIENT: llacco Construction, Inc. LAB NO.: 2609 151 Fogg Street FILE NO.: C-1065 Colton, California 92324 CARD NO.: 1329 WELDER: Eduardo Ojeda, Jr. SOC. SEC. NO.: 547-64-0675 WELDING PROCESS: S.M.A.W. POSITION: 6G DATE OF TEST: 4/30/91 MATERIAL SPECIFICATION: SA 106 B to SA 106 B of P -No. 1 to P-No.1 DIAMETER A14D WALL THICKNESS: 6 Sch. 120 Wall .562 THICKNESS RANGE THIS QUALIFIES: Unlimited Thickness FILLER METAL SPECIFICATIONS NO.: SFA 5.1 GROUP NO. F 3 and 4 FOR INFORMATION ONLY FILLER METAL DIAMETER AND TRADE NAME: 1/8" E 6010 and 7018 GUIDED BEND TEST RESULTS: (Figs. Q-7.1, Q-7.2, QN-7.1, QN-7.2, QN-7.3, QW -463.2 D) TYPE AND TYPE AND FIGURE NO. RESULTS ` FIGURE NO. RESULTS Side Bend Passed Side Bend Passed Side Bend Passed Side Bend Passed WELDING WITNESSED BY: Jerry Tegel ; We certify that the statements in this record are correct and that the test welds were pre- pared, welded and tested in accordance with the requirements of Section IX of the ASMI Code. CONCLUSIONS: Test results qualify Eduardo Ojeda, Jr. to weld by Shielded Are Method for Structural Field or Shop Welding in conforms ance with ASME Standard Code and AWS Stan- dard Code. Respectfully submitted, JOHN R. BYERLY, INC. John R. Byerly, Civil Engineer o Q�Of E SS/pN� No. 15871 M Exp, Date 6.30.93 GEOTECHNICAL ENGINEERS • TESTING AND INSPECTION OF CAL 2257 South Lilac Ave., Bloomington, CA 92316.2901 Bloomington (7 14) 877.1324 Riverside (714) 783'•1910 Fax (714) 877.5210 I 8d 3311IWW00 NOLIVOLILL 30 NVV4d 0 ,--"W:vfo 3311JWW00 NOILVOHIWM NVVYd[VH0 (2f>� &AAV 1N3aIS3dd Ala oog BuipjaM ue3tjawy 09610 31VVa NOUVdkM CIW 1WC nVA a0l GdVO 13TTVIM 012&!3a :d3AO1dN16 31Vo a11VA toot Aienuer a3ewnN 31VOULL B0 kZ90056 96-r,f6 Yjoixdsul *iypA fo uoyvo�.ra� yin uow*jvna -jofps sNL-K i?13�° rg uocxrvs'�o stuaurannbac zyi yiurz pa�duco� smy air `�pa/p opaenpg jopadsuj Bu?1Ja,A ivJi ,�'�J WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 Eye Correction Required WELDER QUALIFICATION TEST RECORD YesN/A No OX Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Name JUSTIN ROADY Card No. N/A Welder F7X Operator N/A I.D. NO. #450 Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.24 (A) Process(es) SMAW Manual Semi -Automatic N/A Automatic FN --/A-1 Machine N/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing YesF7X No FN/A Consumable Insert Yes N/A No QX Double Welded N/A 'or Single Welded OX Short Circuiting Arc (GMAW) Yes N/A No 0 Current AC N/A DC 0 Back Purging Yes N/A No Visual Test Results Bend Test Results TEST RESULTS Acceptable Yes 0 No N/A 1" PLATE Type Bends: Side BendsOX Root and Face Bend N/A Results: Pass Fail N/A Macroetch Test Results I PROCESS es QUALIFIED FOR Acceptable Yes N/A No N/A SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G F7X 2G N/A 5G .N/A 6G N/A (T) Min. Plate 1G OX 2G N/A 3G N/A 4G F 7X(T) Min. Consumable InsertN/A Backing Type STEEL 1/8" Max 3/4" Diameter 4." TO UNLIMITED 1/8" Max UNLIMITED Fillet: Pipe 1F E]2F F—X-�4F F—X--15F N/A (T) Min. 1/8" Max UNLIMITED Plate 1F [X]2F F7X 3F N/A 4F Q(T) Min. 1/8" Max UNLIMITED Vertical Up NIA Down N/A Single Side F7X Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS s d rd foreldercertification and ANSI / AWS D1.1-98 Code or Standard. Date Tested 9/11/03 I Signed By W EDA• & WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 WELDER QUALIFICATION TEST RECORD Eye Correction Required Yes N/A No FX Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Name JUSTIN ROADY Card No. N/A Welder OX Operator N/A I. D. NO. #450 Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.24 (A) Process(es) SMAW Manual�X Semi -Automatic N/A Automatic N/A MachineN/A • Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate . N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing Yes FX No N/A ; Consumable Insert Yes N/A No EX Double Welded N/A or Single Welded FX Short Circuiting Arc (G.MAW) YesN/A No E Current AC N/A DC F7X Back Purging Yes N/A No �X Visual Test Results ` Bend Test Results Acceptable Type Bends: Results: TEST RESULTS Yes OX No N/A 1" PLATE Side BendsFX 'Root and Face Bend N/A 1 2 EA. Pass OX Fail N/A Macroetch Test Results I PROCESS -(es) QUALIFIED FOR Acceptable Yes N/A No N/A SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G 02G M5G N/A 6G N/A (T) Min. 1/8" Max 3/4" Diameter 4" TO UNLIMITED Plate 1G F-R�2G E:]3G F7�4G N/A (T) Min. 1/8" Max UNLIMITED Consumable InsertN/A Backing Type STEEL Fillet: Pipe 1F r--X-12F M4F N/A 51F N/A (T) Min.. 1/8" Max UNLIMITED Plate 1F 0217 03F F-X-�4F N/A (T) Min. 1/8" Max - UNLIMITED Vertical Up N/A Down N/A Single Side �X Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standard fo-r-welder reification and ANSI / AWS D1.1-98 Code or Standard. Signed By Date Tested 9/11/03 JUL-02-99 09:10 FROM:ANVIL ID:3606711126 PAGE 2/4 DnOlNEERING DESIGN PROJECT MANAGEMENT - - --TE$TWO LABORATORIES INSPECTION ANVIL _ CORPORATION =BLAXERVIEWVIEW ROADWA fa218-V11C•171 ON0) 671-145071 •i 697 WELDER AND WELDER OPERATOR QUALIFICATION TEST REPORT TEST REPORT NUMBER J `3� / PROJECT CONTRACTCR 1pr/> rr i / P T S JOB NUMBER ATTENTION:y� / DATE WELDER'S NAME SOCLAL SECURITY NO. WELDING CODE WELD PROC. NO. & REV, NO, 1-310 - 37-/ lAkI,941,1-2Lr WELD PROCESS POSITION BASE WATEP Al - q ti/ j G 71 y G - PLATE ❑ PIPE PLA E THICKNESS PIPE DIA_/WALL THICK RANGE UAUMED WELD JOINT 3 I DL. THICK T ` GROOVE CJ FILLET BACKING WELD PROGRESSION CRAFT YES UP 1 ❑ L/R 1 ❑ NO r DOWN ❑ R/L /� SHAW CURRENT POLARITY Flt PEC. NO. CLASSIFICATION SLZE AND TRADE NAME 0 AC STRAIGHT_57, I F N�IMBEA OC � REVERSE GTAW CURRENT POLARITY Fll I ER SPEC. NO. CLASSIFICATION SIZE I GAS C AND TRADE NAME 1 ❑ AC STRAIGHT F NUMBER ❑ OC REVERSE GMAW CURRENT POLARITY FILLER SPEC. NO. CLASSIFICATION SIZEI GAS . ❑ AC ❑ STRAIGHT AND TRADE NAME F NUMBER O DC ❑ REVERSE RADIOGRAPHIC TEST FILM IDENTIFICATION I RESULTS COMMENTS: PER DATE 74197 TEST CONDUCTED BY ANVIL CORPORATION: ANVIL NDE TECHNICIAN LEVEL 11: PER LAS NO. GUIDED BEND TEST RESULTS TYPE RESULT TYPE RESUL J z .3(5/�a�e f" /19 raw M we, the undersigned, certify that the stater—ts in t-hrecord arr correct and that the welds reared and tested in accordance with the regliresrrnts of {s �i H u) a r,%{� t hIANUFACTUREP C$CO TRACTOR WITNESSED AU H f DATE / DATE AJ•fVT�7SI ORIOINAL / CONTRACTOR • YELLOW I CLIENT - PINK / ANVIL - GOLD I N.D.E. 9 F WELD CERT 1215 S. HERMOSA ST BANNING, CA. 92220 (909) 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name GARY MARQUEZ Identification No. #031 Qualification Date 5/17/2003 Welder Social Security No. VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type Backing Material Type Groove Welded From: One Side or Both Sides BASE METAL: Material Specification Sheet Steel Supporting Steel Sheet Thickness: Groove Fillet Arc Spot Arc Seam COATING (S): Type Thickness POSITION: Groove Fillet Arc Spot Arc Seam Progression ARC SEAM ARC SEAM N/A N/A ONE ONE GR -C GR -C G R -C G R -C N/A N/A N/A' N/A N/A N/A 18 -GA. 18 -GA GALV GALV G,90 G-90 N/A N/A N/A ' N/A N/A FLAT FLAT N/A N/A GAS N/A N/A ELECTRODE Size 1/8" 1/8" Group Designation E6011 E6011 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks N/A Undercut N/A Reinforcement N/A Diam of Arc Spot Nugget N/A Bend Test per Fig # 3.3 C (C) Specimen 1 PASS Spe SS Test Conducted By c E OJEDA Eauiwoaea� rR to 5/17/2003 The undersigned certify that the statements in this record are correct and that the.welds were prepared and tested in accordance with the requirements of 6.7 of ANSI/AWS D1.3jk) Structural Welding Code - Sheet Steel Date Tested 5/17/2003 s Signed By 0 WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909)849-3127 WELDER QUALIFICATION TEST RECORD Eye Correction Required Yes N/A No I Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Name GARY MARQUEZ Card No. N/A Welder FTI Operator N/A I.D. NO. #031 Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. N/A Test No. I FIG 4.24 (A) Process(es) SMAW Manual Semi -Automatic N/A Automatic N/A Machine N/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing Yes I No N/A Consumable Insert Yes N/A No rX Double Welded N/A or Single Welded I Short Circuiting Arc (GMAW) Yes N/A No FX Current AC FN_/Aj DC 0 . Back Purging Yes N/A No FX TEST RESULTS Visual Test Results Acceptable YesFX--] No N/A 1" PLATE 'Bend Test Results Type Bends: Side Bendsl Root and Face Bend N/A Results: Passl Fail N/A Macroetch Test Results ' I PROCESS es QUALIFIED FOR Acceptable . Yes FNTA NoFN—/A-1 I SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G I2G EX 5G N/A 6G N/A (T) Min. Plate 1G I2G FX 3G FX 4G FN—/ (T) Min. Consumable InsertN/A Backing Type STEEL 1/8" Max 3/4" Diameter 4" TO UNLIMITED 1/8" Max UNLIMITED .Fillet: Pipe 1F I2F EX 4F FN--/A-]5F N/A (T) Min. 1/8" Max UNLIMITED Plate 1F I2F I3F I4F N/A (T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down N/A Single Side FTJ Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standard for welder certification and ANSI / AWS D1.1-98 Code or Standard. ��/ it n Date Tested 5/17/03 n Signed By WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909)849-3127 WELDING PROCEDURE SPECIFICATION, PROCEDURE QUALIFICATION RECORD, AND WELDER QUALIFICATION TEST RECORD SPECIFICATION NO. N/A WELDER GARY MARQUEZ PROCEDURE SPECIFICATION I.D. NO. #031 Material specification A-706 Rebar size #4 Rebar coating type N/A Backing material N/A Backing size N/A Welding process SMAW Carbon equivalent N/A . Manual or machine MANUAL Position of welding 1G Filler metal specification A5.1 / A5.5 Filler metal classification E-7018 TEST RESULTS Tensil Strength, psi 1 N/A 2 N/A Visual Inspection Appearanc VOK Undercut ACCEPTABLE Porosity NDT Type Results Shielding gas N/A Macroetch Tests Gas. flow rate N/A 1G Single or multiple pass AS NEEDED �- single or multiple arc SINGLE Welding current DCEP Polarity REVERSE Root treatment NONE Preaheat and interpass temperature NONE WELDING PROCEDURE 2G NONE N/A N/A #1 #2 #1 #2 3G #1 #2 PASS PASS N/A N/A N/A N/A 4G #1 N/A #2 N/A Pass No. Electrode Size Welding Current Joint Detail Amps Volts 91q L Awl a 0107! 71 AUTO a 1 1/8" 130 FUNCTION OR W. WNOMEVIR IS LESS OF •� SECTION" MACHINE PER FIG 6.6 (b) FLARE BEVEL GROOVE INDERECT BUTT JOINT This procedure may vary due,tolabrication sequence, fit up, pass size, etc. within the Limitations of Variables given in 6.2.1. We the undersigned certify that the statements in this record are correct and that the test were prepared, welded, and tested in accordance with the requirements 3f-_6.2 of ANSI/ AWS D1.4 1992 Structural Welding Code - Reinforcing Steel. AWSQCI CV1 Procedure No. N/A Manufacture LA TEEL Revision No. N/A Authorized by Date ED OJEDA JR. 5/17/2003 JCM Inspections 39725 Garand Lane Suite F w Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date: Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: '79=395THighway 111 La Quinta, CA Title 24 AWS a UBC Other: File # ❑ D 1.1 App# F D 1.4 Other Client: Sub -Contractor: Stamko Development Jim Fedor Masonry General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates ` Slump (inches):. Supplier': Time Sampled: ' �1 Mix Design: ©`tet O„ Time in Mixer (min.): 9 O Specified Strength (PSI):Son Water Added @ Jobsite (gals.): ��r ' Addmixture: `�`�hag(o Concrete Temperature (F): Truck #: [A--7 Ticket #: Ambient Air Temperature (F): Field ID Marking: Sic P -e 3 4) 1 Weather: Unresolved Items: None 0 See Below Location of Sample: C\-•NlX W 6N a \ Li -a �ji •,�yc.n .,'iplo`� G •� V@ No Samples Taken Description of Work Inspected: \n .. n, . e\ r ; (1 rl t : i_C.� • "^Cd -� •�j`' 1 r�. n l f'iQ_ 'i f n :+'► �1 /L.2 • y `` ^ ,` , 7i �t •n� hrti &� �'f�0 nh�\nn i�r�C \b)u X\t �,�/1n. �e�� 4T1'7u� e1t,4,.. j T.r� � tat . t lVC. n � n AJ � 'S � Jt1•ts•c rin rl1 .., V t\ .r .T r'� �)il \.t �v4�.J C n c ..\'t (� �e. V-C/��[� s) ti t t 1 r anYt � �. rl! � 1 to vas CJ n ,.. d ra r� • f O o 11 r I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin ICBG Certifi` a4,tioln 0: 0842216-82 Contractor's Representative: Copy 1 JCM Inspections v Copy 2 Project Superintendent Copy 3 Governi g A ncy Page of JCM Inspections 39:725 Garand Lane,Suite F h P I Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 I N S P E C T I O ISS STRUCTURAL MASONRY INSPECTION REPORT Date: a-a r _o Project Name: y Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: E]Title 24 AWS M✓ UBC Other: 79-395 Highway 111 La Quinta, CA File # ❑ D 1.1 App# ❑ D 1.4 Client: Sub-Contractor: Stamko Development Jim Fedor Masonry ❑ Other General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. `Perkowitz & Ruth ANF & Associates Slump (inches): fin, ®p Supplier: Sk Weather: Time Sampled: 0 �, A0 c� Mix Design: ES p y �. nil O,ie\— Time in Mixer (min.): I oo Specified Strength (PSI): Unresolved Items: Water Added @ Jobsite (gals.): 3a Addmixture: Concrete Temperature (F): �''� Truck #: � � Ticket #: � i�(n�� None Ambient Air Temperature (F): Field ID Marking: _ �X3x ��{�� ❑ See Below Location of Li ng_ C �C' C r t�us�u c l , tSVCcriai vics��' J" K . �'t°c� ❑ No Samples Taken Description of Work Inspected: C"A rAc) [N A\r•N'I•1--n,_ �f_73 (� [out es-'tr. ;ilk c VcM.a_ a1u� Yt. `t I5' U-c�t nuv• nUCr E`1Jerr:w2=. Ilk-aAs,;ii'?,Xinc ciaCCS- �`c.u(n�c,- ic1�►�i,S'� a l/� � 1� .�3 1�"r.a� C IA AtCl rst1�_ (' is f\ .` 1a IaJC C C c^ 4:�'1 n •� �l - \ f•1 1 �, i r� f 1t? Get \A ` 1^ �C 1t r` / _`1 e) K at�Sin� n;s�\" Cn�. •nr�. '. `�.'l',:. �)C. c.•� c�QWiCc y � 1 Ott 'I�e/t'/�ttC►�\.�.7L. " lnln e�t� �[L�Q.� �1 4r\ -v�0.�\ {�t(t��/ (� lr7 G"k Lo0'�J�nn )zl_WG�.}S;/•�-..te 1C�T�vr1 b� ! [I Eel � "D., I C i�GV CA 14zcl 1 p 1` 10141. ` -\f. Cl r•'(11`�\ (`).a •y..� cc) r0A'7 ROUC C`l . l iT I t � cat. (0?S- �CQi^.L �• `7 I�. 1t�1F'C\.ru�li(- V t �C R r� r �ti(A t n i, l +. i'f� Ae ,•ffX . � �\ (` • T � � � o r Ste' C f]I*'� P S\ 9 �.. •c S'. •l� t\K.J 7-1 I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. Inspector: Jac • C. Millin ICB0 Ce ca f "n o: 0842216-82 Contractor's Representative -+' Copy 1 JCM Inspections' Copy 2 Project Superintendent Copy 3 Governing Agency .• Page I of 1 VE� e JCIVI Inspections 39725,Garand Lin'e' Suite IF Palm Desert, CA 02211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date: Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: Title 24 AWS [,71UBC Other: 79-395 Highway 111 La Qu6ta, CA File # F-1 D 1.1 - App# F-] D 1.4 Client: Sub -Contractor: Stamko Development Jim Fedor Masonry E] Other ibeneral Contractor: Architect: Structural Engine0r`�4W- .Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF &Associates Slump (inches): Supplier: pWeather: Time Sampled: Mix Desigri: r S Time in Mixer (min. Specified Strength (PSI): Unreg'oAdl Item g" Water Added @ Jobsite (gals.)11_ -IA D I.., Addmixture: 43 None Concrete Temperature (F): Truck #: Ticket #: Ambient Air Temperature (F): 'Field ID Marking: El See. Below Location of Sample: No Samples Taken Description of Work Inspected: e 1mu (ILII_nkloi C)-" A- Q e, 14 'ry, zx_ 1, _\Atr, r --3 \JV C 1r, e,, 1 0.1 C'X'Ne.t a. -%n r ro C_j.1 r r ell I Ch 0 Ok V, (c� ex.C, I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to mply with the approved plans, specifications -applicable building laws. Final report issued at project completion. Inspector: ack C. Millin IC130 CK-fi on No: 0842216-82 Contractor's xcat Copy 1 J5P[nV5ct,ons Copy 2 Project Superintendent Copy 3 Governing Agency I . Nq . Page 4- of /i ft } JCM Inspections 39725 Garand Lane Suite F ' Palm Desert, CA 92211 INS PE CT I o N S Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS REINFORCED CONCRETE INSPECTION REPORT Date: 1„-� _o Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: 79-395_ Highway 111 La Quinta; CA Title 24 AWS OUBC Other: File # E] D 1.1 App# ❑ D 1.4 ❑Other Client: Sub -Contractor:. Stamko Development Tidwell Concrete Const. General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz &Ruth ANF & Associates Slump (inches): 3. �"-'� � Supplier: S% Ma I—) Time Sampled: "`-� F=� Q Mix Design: Time in Mixer (min.): 9c) Specified Strength (PSI): Water Added @ Jobsite+(gals.): rl ani Addmixture: t Concrete Temperature (F): '-7=2— Truck #:' p% Ticket #: a�p� 09 Ambient Air Temperature (F): Field ID Marking: Lk \ Weather: lA n 0" Unresolve Items: ® None � ❑ See Below Location of Sample: LosA in e. I'NOV- (-z-,,,,\ Az, ne,C ,� fLS�S °'1. �' �f b r� �� Qr,� o� \\nQ.�c t..t ne °� ❑ No Samples Taken Description of Work Ins ected: Q Qin od c_2.rh�n of f. n '!Sa\QS asa on Cs<o.L,r"��. .CK-' C. UCL<x�w c.V. b `.JC_vr)1��25 � Cin u.ae �► �• 1 5CAV1 nc„�• o�rc `a \` \ cc\C.nn ,O S,GC�IC441`C � 3 C'��7 e.,oy7�-.Q�a,\JW —�'s 1 C. ('ClS cot�"! C.C. Qr O O!1 ':C v qz c, 1A n @ C E'l 191.,- � t \77 -EC S. n .A c -:Q, o n S�N_ S 1, 0 \ 11 C � �(��(5-c. `e sq . u 'k r �U°\\o.ycar �\., 5. a�o�\ ec' cel U✓1'.ti1.,2 � �ah�'in doL�`�\c3n•.•. e.`�n..4S3»�.}`� �• / C_ l �Cc2�C ! ��nc Ce_M<�� OS eC C >\ 0\ �► 1� s�1.O �� Y\li)�5��.S oCQQ_rih Odin 'S,tz t,.I ti (*s_0'cf C i'C`E� Cedar C, ! 1zako S19' CAuCe"C, Cao-.-ro Ce �cSt��ca� , t�e�0.0 Ock, ;4Q�SwoA�r\�'oC�ea� �J k\ka. WW1LV.Rr>r\ r VNrx%f onTq`_�, on 41C1t (� �\Ct , .� f . t� c��! n G GX � o r-e�(. G�ot1 � •. a a\J �� . � S • `� c.�c�.+ '• (r ♦ . . ^�4-�Q. Pp\ cOr\c(co_`v,- Ca`1to�eQCCS<1t Asa, TyChc rcq 'r \ r .k(� tier by certify t at have inspec ed alll of thea ove work, unless otherwise note and to the best of rr!y ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. , Inspector: Ja k C. Millin ICBG Ce iii ati n`No: 0842216-49 Contractor's Representative: Copy 1 JCM Inspections Copl 2 Project Superintendent Copy 3 Governing Agency Page of 7 1� , 0 - JCM Inspections 39725 Garand Lane Suite F ah `Palm Desert, CA 92211 6" 14;_.W Uri ..J INSPECTIONS Phone: 760-345-5554. - . Fax:.760-772-3895.— INSPECTIONS REINFORCED CONCRETE INSPECTION -REPORT Date: 11-7-014 Project Name: Project No: The Centre @'La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: Title 24 AWS' 0 UBC Other: 79-395 Highway 111 La Quinta, CA File # ❑ D 1.1 APP# ❑ D 1.4 Client: ± Sub -Contractor: Stamko Development f Tidwell Concrete Const: ❑ Other General Contractor: , �, Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Slump (incheis: �Nfit- < .0C) Su tier: S .no 3..�0 PP lthnft Weather: Time Sampled:l�; 53a g Q Design: n:.�5 Time in Mixer (min.): q O o $r-' Specified Strength (PSI): J? onn 9 Unresolved Items: Water Added'@ Jobsite(gals.):!O (�oclC npnC, Addmixture:�j��a�� Concrete Temperature (F):(p� b� (F,� j, - Truck # 6 -`Ticket #:� I Q, ' _ None Ambient Air, Temperature (F): Field ID Markingy� - � y � P () S 3 5� El See Below s A. 10, e- SA (\� \]� Com..`} �.q.1 J \0 \ �� dP �' 1 s J`� :1 R �' `, IM C �` � Location of Sample: e . c� (' !n p ! t a , No Samples Taken f Description of Work Inspected: C r P �.`n; c 4' A £i, JG fn i n SN .Q_ V1 Gt•a.A 1 r+r CIL o Fi �1C�2n\Rk�. bv\ .,rc•cVnc�. eJ„%t1.5� iilSraae GX �cL-c`�Cck.� ' l,� 1n.s_ . Dm' 01cz.i-A c,,,_. V16fq J�q scc'4P_QA W(1�, uh r'i1 CO(15C1�� a. 2� tw 1�t1�1, �� aricCQ`Q� � ` r t bs�t v VQL 4A -L,- � C �, c�x;�,� i9Qin 0%1A.Iq, kKfl 40-1�e.-..c�n �l c�c s,o b _'\ G Le.]n° r> )n4k (NLAMDrmU c o a u On +e w a rl .Q u 1` }� on SQ, '-0, �i +� Q� C An a Cr.. C_. C � v1r1(occL e\v- aC8 N 044 C Orn o'('0_ \'0)bC -e a c .61 R A Ca jAS2,i �t o � Q- �� < �► c� � i n u � p o s•Q.s XQ0.0n 50"k, A I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin ICBG Certifl ation No: 0842216-49 ��a Contractor's Representative: , 4 Q. .n%L� Copy 1 e-M-Ifispections Copy 2 Project Superintendent Copy 3 Governing Agency Page of 0 JCM Inspections 39725 Garand Lan:e.Suite F Palm Desert; CA92211 INSPECTIONS Phone: 760-345-5554i*-;, Faz 1760-772-3895 INSPECTIONS REINFORCED CONCRETE INSPECTION REPORT Date: Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: Title 24 AWS FUBC Other: 79-395 Highway 111 La Quinta, CA File # E] D 1.1 App# D 1.4 Client: Sub-Contractor: Stamko Development Tidwell Concrete Const. Other General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Slump (inches): $�S--p • Supplier: WN1�ka Weather: Time Sampled:q :3o Qyh Mix Design: Time in Mixer (min.): !ZG' Specifid.&Strength (PSI): 400C> Unresolved Items: Water Added @ Jobsite (gals.): n �. Addmixture: `,,,�' y\j,,%\ None Concrete Temperature (F): �� Truck #: 14 G Ticket #: 0S!Z 1_X1 Ambient Air Temperature (F): s ` Field ID Marking: _L, ❑ See Below Location of Sample: �oa � !1 : �JOt�C.,' arh-��G�p�o� G( C, �.Q.r" `o No Samples Taken (� Description of Work Inspected:',, o o, Mi n c d+a�� \�.n, >r d%AAZZ �,, r'+S, a� e> rl ,; 6 J.L,.S.� 4i.& Obi Ct e-A \\�v OoCN,1_ . C` `(.tin a IZA Isli 01�11nQS ;R['� a-�Ce\ c�',w ,.1� o.. ac aor� '�w,` �i 3��•� �ConcccsTaEcs �r, ac��QQu p - y "ioa"C�.�ciSc c��oSot�C �ec\(��.C. C.oc:< acrar roe .`ii Z e, rJ1Q't c�.� C1��1�'/fit �4. • ` � `� pt wVp\' 6& G.��_ G.' oc. ` CfY11� �'�(�f' kj (-ca>r'QC �CALQ-YYI N s �lSO , (r a a_b' cea`Sa� o,��Tco., Raton an` 0.�oA\1 ovQi- v{Scurirrt CPnc ctcCiCs- <.-'N _�Q C '\\-n'o. C A.CSci•v+\1 •-cry\ 1 hO Cce vho.,l .r� �nAcrltofl� ro.tc,< c �. Tt^ i-b<H�'/n;� F*,AkRCkv,-iQ r1 C\L� G41, CI Q� C L'�L� \(�CJx.A �Ar Cs rl (" h+.� 11 S: .•,'•G„r rte'\ 1 A C �C `�\ i"f PC ♦ _ I4, �� \ G�� v s.r7 c.c.r :rocxvtV,.t.O, �r��nca.tic 1 k�ia. WoS t1�9?�1'1�i tO(1S'a`;�cTe. 13 �' ' C<1 d1 <(C�'!.9 C 1 i i O r d+� (� e+,'•� "� �.5� 10� C� C�a'. �",) [] C" C� C;.�C. r Qi.) 1 /1.J iJfl :'q�= I I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of-my ability I have found this work to comply wit�he approved specifications building laws. Final report issued at completion. plans, -applicable project Inspectr: Jack C. Millin ICBG tseAification No: 0842216-49 y r Contractor's Representative: ` " � —I f . Copy 1 JCM Inspections In Copy 2 Project Superintendent Copy 3 Governing Agency Page of 1 JCM Inspections 39725 Garand Lane Suite IF _. Palm Desert, CA 92211LT.J INSPECTIONS Phone: 760-345-5554 -fax: 760-772-3895 INSPECTIONS STRUCTURAL MASON RYA NSPECTION REPORT Date: _ Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: E]Title 24 AWS 0 UBC Other: 79-395 Highway 111 La Quinta, CA File # E] D 1.1 APP# D 1.4 Client: 1 Sub -Contractor: Stamko Development Jim Fedor Masonry Other General Contractor: P Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowiti & Ruth ANF & Associates c, Slump (inches):QOo- Supplier: rnoR � Weather: Time Sampled: Mix Design:SC_. ; Qr�, O VeCCa en Time in Mixer (min.) o %':&0 Spa ^-,A QSpecified Strength (PSI): Z114-1-00 Unresolved Items: Water Added @ Jobsite (gals.)*5V Addmixture: QtccQ r r 0 Concrete Temperature (F):--7 O - , Truck #: 1-4,= Ticket #: ag�tp� None l- it'd. v.l ;+? + Ambient Air Temperature (F): �--� Field ID Marking: C_ E] see Below ;Location of Sample: f^ C o. 1 c lid Oc. ) Vic ^> No Samples Taken •4h 54�4 ,-,. i `Description of Work Inspected: • a C 't ,r.1 \': OL u .� 1J ; o "a Ats c W 9, X c2 C CY I a 4 S-n.� . I,KW s C n u c F Q S `. 1`'xst�•' �� h vJ tom!S@ . X . n.i' „ `.. u C Sao � n i s i�vs c\C Q o� ci t� t Q i "c t t l C VV'A 4� i n �'J G•- o.0 i rn a t M In p ,�,. � � �•�— 00 C•' t7lWt\a+ �i fait sk ( C c `ca ' r, tv C CA r.� r n`. ,S.. y: l`�+�Q a.c �C.. �f7 t,ir14-: ' I� c aY C..\� .a�.� r,C) C. Y�\�`�0.� CSC �f� nr � n • ,.• .J. ' a1 c rJ Ck C_ =.. •0 4 '0 V, r er a .. _ r 11'�a r'S\ n A+t• n.. •lt Wn�L.X C\' rV -1 1 t*% n,% CM kL A n �1u�< 1 ..'n r ..t'e�r n�• r . �n -1'.. i _,%c '.A-Vc'• Ale o- / n i t c Tt'nr, ; Avg ! 4 1 1 I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. / Inspector: Jack C. Millin 1C_B0 Celfication No: 0842216-82 Contractor's Representative: r•' N/ Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page � of JCM Inspections 39725 Garand Lane Suite F. Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554' -, Fax:.760-772-3895.,.,._ _ INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date: Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) _ 03-1120 Project Address: City: ; 79-395 Highway 111 La Quinta, CA []Title 24 AWS M UBC Other: File # t ❑ I)1.1 App# ❑ D 1.4 ❑ Other Client: Sub-Contractor.-Tqa ?+'"'��-��c�s�nc. Stamko Development �iFxt-Fedorlar'S�h� General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Slump (inches): 9„ O a ; Supplier: Time Sampled: l ),S'• oy�) Mix Design: CSL 9-1 Time in Mixer (min.): %o Specified Strength (PSI): as trey • �Water Added @ Jobsite (gals.): Addmixture: `: r.*tyi ,.ti: , .�� yConcrete Temperature (F): ( ' Truck #:- �_ Ticket #: �'" E. 'Ambient Air Temperature (F): Field ID Marking: S- X3 X (� ( Weather: Y�toS\�� 3tlnnt Unresolved Items: ©None ❑ See Below Location of Sample: Le Q'% n a �e5e`e. \�i'on_ ES - `-`' C+ i (N %;, �e %3,;c" �(�` S I-L'�. 11 �r'C, f� 0 Als ) ` ❑ No Samples Taken Des-c-riipption of Work Inspected: j � ` ( \►.e� n'6 ea_.w,� e�ez, a r (..acQA oche. @Ylc'cwz- 40,3 y 11 nv LCQIn acts CoN,-a c�"�i'in! �I'hl LY►lU fn 7�� S�G:�+�.� Ch1l�. �t,SL�" "'..(��i (' cam!\ t?f U�.,1 �3Uv�c �I �n¢.°'�•t�'1} voC i�1c �td1� t ��''� :� �lLi `��: 1��4 c►a. `cf � : � 1'�r�Cc•Man:c� \1i�� i,,i�, u.•%.0.5 U s�e/ '�o � Od15n�i(4G1�—�"`o_ i°' Go� 1 • 'ot 0 CQ n + 5 M_Ss to C. X C o ro C e �5�� n 1e s \.S 6 C e 44 l `- D I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: J ck C. Millin I R a Ee` ' is tion No: 0842216-82 • Contractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of 'JCM Inspections 39725 Garand Lane Suite F — - - L.A.J Palm Desert, CA 92211 - - - - INSPECTIONS Phone: 760-345.-5554 - Fax: 760-772-3895 INSPECTIONS I N S P E C T I O N S STRUCTURAL MASONRY, INSPECTION REPORT Date: IA—\6 Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: []Title 24 AWS ZUBC Other: 79-395 Highway 111 La Quinta, CA File # E] D 1.1 App# D 1.4 E] ' lmc'_"A� Client: Sub -Contractor: -310 Q "'S', M-9 Ma -1- Stamko Development Jim_EQdZ-_Maseff I F] Other General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Slump (inches): Supplier: Weather: Time Sampled: Mix Design: -TT 0SNA "�Si tt n A k h Time in Mixer (min.): Specified Strength (PSI):. 1%0_ t Unresolved Items:'3 Water Added @ Jobsite (gals.):Ip,,cS V Addmixture.qbq 7;V_Zr None Concrete Temperature (F): truck #: Ticket — Ambient Air Temperature (F): Field ID Marking: ------- See Below Location of Sample: r) No Samples Taken Description of Work Inspected: *'?�'A \.N�0.q CM u \K) s. ck kg An A""V- Al t CA mclfk�" kCll IQ sd CL ?n ei U Ir L1q, bit J% bA-a- t 6) so_ I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications -applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin ICBG CertifliMairon No: 0842216-82 Contractor's Representative: A- 17 Copy 1 JCM ln�spe. tons Copy 2 Project Superintendent Copy 3 Governing Agency Page � of i at i JCM Inspections I Elm% 39725 Garand Lane Suite F Palm Desert,.CA 92211 INSPECTIONS Phone: 760-345-5554 -Fax: 760-772-3895 IRA INSPECTIONS EPDXY INSPECTION REPORT Date: 1C 0 - Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: 79-395 Highway 111 La Quinta, CA []Title 24 AWS File # ❑ D 1.1 App# ❑ D 1.4 ❑ Other UBC Other: Client: Sub -Contractor: Stamko Development Joe Jimenei'Masonry General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates ❑ Anchor Bolts Rebar Epoxy Type: „�\ £Jr n n` \,f rr 1 e�dyi \ Epoxy Shelf Life: ' t , Hole Cleaning Method(s): a n v��.c,e .^ C the' '�8.Cc2. �C Weather„ Unreso ved Items: None ❑See Below Description of Work Inspected: ,. n Ce.`oGe` Q.ilM,Jcer .c ` \n Q �X\�\\tf c0./1C ake. .Lll k 8 L -a a, ck'k AA O n 1S rLA_ . 3 A�' o a� ; a A `Q C nn sr �n o! n \c. A: ( w a. "Cts ' fl fvn kk W Z ��ei ,9 A ' o tnJkS . C' ♦n.r n 0 Ail �. '{ n t �� 'inn "� 'l *.AC e... .rte Vel O\mvn." QC f1 �O\�S , ,,�.•7 ,�.. Work complies with written approval from Structural Engineer and ICBO Evaluation Report # S�cn I hereby certify that I have inspected'all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector. Jack\C. Millin ICBO Certif c 'o No: 0842216=49 Contractor's Representative: Copy 1 JCM Inspections ..q Copy 2 Project Superintendent Copy 3 Governing Agency Page J of U -CM Inspections 39725 Garand Lane Suite F Palm Desert; -CA 92211 INSPECTIONS Phone: 760-345-5554 -! Fax: 760-772-3895 INSPECTIONS REINFORCED CONCRETE INSOECTION, REPORT Date: .Project Name: Project No: 'The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: Title 24 AWS F,/ UBC Other: 76-395 Highway 111 La Quinta, CA File # E] D 1.1 App# E] D 1.4 Client: Sub -Contractor: Stamko Development Tidwell Concrete Const. Other General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowltz & Ruth ANIF & Associates Slump jinches): Supplier: Isk S, Time Sampled: Mix Design: Time in Mixer (min.): Specified Strength (PSI): Unresolved Items: Water Added @ Jobsite (gals..): Addmixture: N41 E] None Ambient Air Temperature (F): 10D Field ID M�ar�lng.:, Sat 44 - ILA 1\ See Below ElNo Samples Taken 'De'gcription of Work Inspected: C_ si AL I hereby certify that I have inspected all of the above work, dnless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications -applicable building laws. Final report issued at project completion. Jack C. Millin ICBQ Ceirifffiration No: 0842216-49 Contractor's Representativ t—~ � � Copym z �owspe�ions Copym u p�o Superintendent Copy � o Governing Agency Page__�_m_�__ 01/14/2004 16:59 16264488092 ANF & ASSOCIATES PAGE 01 01/13/2004 15:55 FAX 582 628 8003 P+R ARCHITECTS r&01G1 ,01/13/2094 15:45 7605646566 _.jkCOWSON ENGBqEUMG CoNsTRUCTION, INC . CONS'TTRUC-noN MANAGFMNT DIVISION phame: Traaler (?60)364-0544 Cell (760)275-4101 F= 76p) 68 Date: J=UM 13,2M4 Project: The Centre at Le Quftts, MAMMA'S To: MaAa Rebego, Jim Thairy From: Terry Welbod, SuptAntendent Fear: (562) 626-2005 Re: Request For Infolrmation Pages: (Including Cover Meet) 1 F] 1#Il® Epoxy Imbedweat of Vertical Rebar Baal, This RFI is submitted to provide documentation for the additional vesical rebar pieced prior to muting. A verbal apprmval was given to epoxy set the rebar witb a 6" imbedament on 11/24/03. The I>®ptaty Inspector observed the process. This process has been used on two other occasions. The response to tWit RF1 will be eyed as at general specification. Please have the 5t11actuaal R*neer (Norman Hon) forward a viet stamped/signed mapornse to our office as soon as possible. It should be addressed to Jecobasom Eng*eeritng, Attention: Tony Weiland. Your timely response is appreciated. V OPT t (M N n be -1 �" G F&v-p- 6�- Poet -W. Fax Note 7671 / � j o jageaV' To �vp n, o FMm �fgv',O e �phone8 (Phone# ��.,�'a•�-�B� Fax LAG--GLC29,4ti I FaxA L72^6 ►� r 01/13/2004 TUE 15:47 (T%/Rx No 83211 IM001 LETTER 06FEJJI%�SMITTAL ANF & ASSOCIATES Consulting Structural Engineers 9420 Telstar Avenue, Suite 118, EI Monte, CA 91731 TO: Jk<-Df3�►J e_NjL'U o 4-402SS EC ,6C ICS . STE .- L1 Peri M C) � 1 , co� 9 2-7-e- 0. zz — -- TEL: FFR 0 4 2004 'IBSON ENG. CONTR Tel. (626) 448-8182 Fax: (626) 448-8092 Email: anfl688(@.nachell-net FROM: 1-10-R_t+A^tJ K6AJ /t4/vP- y A- DATE: AZ - 63 — 0 4- JOB NO: ATTENTION: —1 �-t w I—=, (��tJ PROJECT NAME: Kk,4 lwtk- - 5 LOCATION: (—A,T-Qw I t,�S "IA -- _ RE: —P-M—� 1—-- -- --- - -- SENT VIA: California Overnight O FedEx 0 Messenger ❑ Pickup 0 Others 36x48 'Total vellum 3 -- eopleS c rJ Selo K) 30x42 Total blacklines IS \JE -) Het-> 'w�[]SHOP DRAWINGS f� THESE ARE TRANSMITTED AS CHECKED BELOW: FOR APPROVAL APPROVED AS SUBMITTED FOR YOUR USE APPROVED AS NOTED AS REQUESTED jF7. RETURNED FOR CORRECTIONS FOR REVIEW AND COMMENT r OTHER Cc: File Copy 1 JCM Inspections Copy 2 Project Super,eqd t `'"� ?8^sf I Page 4— of IF5��' Al JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 I N S P E c TIONS Phone: 700.345-5554 - Fax: 760-772-3695 INSPECTIONS REINFORCED CONCRETE INSPECTION REPORT Data: 117 Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: ❑ Title 24 AWS Other: 79-395 Highway 111 La Quinta, CA File # ® D 1.1 App# ❑ D 1.4 CI lent- Sub-Contractor: Stamko Development Tidwell Concrete Const. ❑ Other General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Slump (inches): Supplier: Weather: Sunny Time Sampled: Mix Design: r°�1 Time In Mixer (min.): Specified Strength (PSI): Unresolved Items: Water Added Q Jobsite (gala.): Addmixture: Concrete Temperature (F): Truck #: Ticket #: one Ambient Air Temperature (F): Field ID Marking: ❑ See Location of Sample: No Samples Taken Description of Work Inspected: t; C Qf ; Xk Rg3cF_QLQr �1 ® , a O. L O.C G vAsa1 ^ \. 1. Y�n�A R1 O lO. P I. O 4. I hereby certify that I have inspected all of the above work, unless otherwise no ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at projec 0NXA*NP' Inspector: Jack C. Millin ICBCMa cation No: 084N4 Cont,,Jr esGntative: c� 6 - Copy 1 JCM Inspections Copy 2 Project Super,eqd t `'"� ?8^sf I Page 4— of IF5��' Al JCM Inspections 39725 Garand Lane ScRe F Palm Desert, CA 922114 INSPECTIONS Phone: 760-345.5554 - Fax: 760-772M5 INSPECTIONS REINFORCED CONCRETE INSPECTION REPORT Date: li- n Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: We 24 AWS RIUBC Other: 79-395 Highway 111 La Ouinta, CA File 8 ❑ D 1.1 Client: Sub -Contractor: App# ❑ D 1.4 Stamko Development Tidwell Concrete Const. ❑ Other General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Weathtr Slump (Inches): x.-75- Supplier:S' Time Sampled:C. Mix Design: 1c, Time In Mixer (min.): (� Specified Strength (PSI):^� Unresolved Items: Water Added @ Jobake (gala.): Ci n 2. Addmixture: Concrete Temperature (F): None po () �k Truck #: �_ Ticket #: � a Ambient Alr Temperature us (F):� Field ID Marking: _ ❑ See Below Location of Sample: ,bual, y 4 No Samples Taken Description of Work Inspected: zc M -*. — i, .. �.a-��•rr��..�1�Rwf�t z•7 T�s�Gi�+:uazs:1•.>>�..- .:. 1-41— , 16 k CL I hereby certify that I have inspected all of the above work, unless othe4aise note pp st of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at projeo JJ�D Inspector: Ja k C. Millin ICB I n No: 0842 �. G , c9 Copy 1 JCM Inspections Copy 2 Project Sype tt �r y 3 Governing Agency Page 4 of JCItA Inspections L1% AM RA 39725 Garand Lane Suite IF OWN Palm Desert, CA 92211 INSPECTIONS Phone: 760.345.5554 - Fax: 760.772.3695 INSPECTIONS REINFORCE® CONCRETE INSPECTION REPORT Date: Project Name: Project No: The Centre @ -La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: 79-395 Highway 111 La Quanta, CA Title 24 AWS (] USC Other: Fite # M D 1.1 Appg ❑ D 1.4 Other Client: Sub -Contractor: Stamko Development Tidwell Concrete Const. General Contractor: Architect: Structural (Engineer: Jacobsson Engineering Construction, Inc. Parkowitz & Ruth ANF & Associates Slump (Inches): -3,—SD Supplier: S\t„%0✓'t Time Sampled: 10 Mix Design: LP Time In Mixer (min,): (a Specified Strength (PSI): aoi,�3p Water Added @ Jobsite (gals.): n cn S. Addmixture: S\\"A�A Concrete Temperature (F): Truck 0: Ticket 0: S7 t Ambient Air Temperature (F): Field ID Marking: — Weather: SA"f Unresolved Items: one ❑ See Below Location of Sample: S-Acn' t a 1 r a cs� u w,g "10 �ho ► CS O� 7 tR `?- ` So 3 Nal. 01 GCa::.o g�or•� ❑ No Samples Taken Description of Work Inspected: C Co e o n on. o a Qo C 3 4 z'1 c..o_ P—ok a t o. O v 1 ! C ti. � a a \ CZ o o' p S LC a \', r, •s c o. 4 0 4Q o . e m JA 45 r fe\yTrV ��1 1Q d C1lC o C,_ 4. n 0r� a Co y. c►, 5,fa 4k ( r cone. CSS 0/1 6+ (� S 1 11 i h qe. I hereby certity that I have Inspected all of the above work, unless otherwise o/ st of my ability I have found this work to•comply with the approved plans, specifications _applicable building laws. Final report Issued at pr ' Inspector: Jack C. lin ICBG Cert flc 1 . 0 Con ARApre$en v Copy 1 JCM Inspections �® Copy 2 Project Su i dent r py 3 Governing Agency Page of OF C' �� {-.. . '-" ,T c; ,!' -.,• .ter ..r�.�+^;:..-... ,T•--•.�r �i.wwr'-a .•.y: -a...-.. r�pr�.p�C• ,� 'ir ,� „„w,. ..�r:: s'^-'r'rr..i-2'-".•.+: 7R+ Earth System's' . I ' Southwest ;`f"w ' DAILY FIELD REPORT. 79-811B Country Club Drive ~F +' t Bermuda Dunes, California 92201 • (760) 345-1588 TIME: WEATHER: TEMP: JOB NAME: JOB NO: C) DATE: LOCATION: t P (_',) U, N f A CLIENT: CONTRACTOR:�- OWNER: R" PRESENT AT SITE: Z 0> L TEST NO.or LOCATION DESCRIPTION ►'i r 11. /a n r � � ' LOT STATION NUMBER APPROXIMATE ELEVATION FIELD TESTING REFERENCE CURVE REQUIRED MINIMUM DENSITY /0 MOISTURE CONTENT % DRY DENSITY Ibs/cu.ft. RELATIVE COMPACTION % MAXIMUM DRY DENSITY lbs/cu. ft. OPTIMUM MOISTURE CONTENT % I f��A) i2A 55 - 0" q5 1(, v /�} I U1 � A r, A, � d 4j� d o LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need foorrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. "I ) �, �. r; CLIENT REPRESENTATIVE SIGNATUREI�ECHNICIAN'S SIGNATURE ee�� 13D -B -001409/03Y yT•74G 7- DRAWING REMARKS: ' 17AJ y n F.") t cov ll Gc, s:�ovr- -- 1 �S /�} I U1 � A r, A, � d 4j� ! LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need foorrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. "I ) �, �. r; CLIENT REPRESENTATIVE SIGNATUREI�ECHNICIAN'S SIGNATURE ee�� 13D -B -001409/03Y yT•74G 7- �A16 Earth Systems r. 1= Southwest ��.• DAILY FIELD REPORT M~ 79-811B Country Club Drive ,k Bermuda Dunes, California 92201 • (760) 345-1588 TIME: WEATHER: TEMP: JOB NAME: JOB NO:�� DATE: /;9 LOCATION: /A I �/ 0 ► �� 1� CLIENT: OWNER: CONTRACTOR: + r . u 4,\, t PRESENT AT SITE: -7A (— TEST NO. LOCATION LOCATION DESCRIPTION �-N S cC—or LOT STATION NUMBER APPROXIMATE ELEVATION FIELD TESTING REFERENCE CURVE REQUIRED MINIMUM DENSITY MOISTURE CONTENT % DRY DENSITY lbs/ cu. ft. RELATIVE COMPACTION % MAXIMUM DRY ENSIT OPTIMUM MOISTURE CONTENT �F o QALL! a w ►+3s� r �- I LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional_ testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. CLIENT REPRESEuATIVE SIGNATUREACHNICIAN'gSSIGNATURE �; BD -FS -001 (09/03) t 17743 �1 DRAWING.- RAWING.REMARKS: REMARKS: v0 6 Mp ^� �L•7 1 C t111T H !Iv )1 i/7C �F o QALL! - r J r LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional_ testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. CLIENT REPRESEuATIVE SIGNATUREACHNICIAN'gSSIGNATURE �; BD -FS -001 (09/03) t 17743 �1 4 `'e JCM Inspections 39725 Garand Lane -Suite F Paimbesert! CA 92211 IN,SPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 KERR W= INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date: it. -oq Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1126 .Project Address: City: 79.-395,Highway 111 7 La Qdinta, CA []Title 24 AWS File # D 1.1 App# ❑ D 1.4 Other UBC Other: Sub -Contractor: ,§tari,16 Development Jim Fedor.M'asonry General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz.& Ruth ANF & Associates Slump (inches): Supplier:�%nC4 NV* Time Sampled: Time in Mixer (min.):%A Mix Design: �Av Aflyc\lck< lo Specified Strength (PSI): Water Added @ Jobsite (gals. rw r Lk Addmixture: Concrete Temperature (F): Truck #: Ticket #: Ambient Air Temperature fl: IF ; ield ID Marking: Weather: Unres,Aved ltems.--� K71 _None E] see Below Location of Sample: No Samples Taken Description of Work Inspected: R C_ 1(1\�\ VK U1 Oill' I -Jr -A p rl Vt r) C_ t) L4 O%Q 0 ,. rk P,C'Ac I 1� 11 U1__,Q ( 04 q/f 11 1? n C%";:, TZA', _N', NIZ" PA. SIL r"), V O'k).1;>'r. C C�L_ V:So \4., c, 0, A 1 hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications -applicable building laws. Final report issued at project completion. Inspector: Jack C Millin ICBG Certi=ifatib�o: 0842216-82 c., T Contractor's- Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of '14 i� yC,7 JCM Inspections 39725 Garand Lane Suite F Palm. Desert, CA 92211 INSPECTIONS _ Phone: 760-345-5554' - .Fax: 760-772-3895 INSPECTION 5 STRUCTURAL MASONRY INSPECTION REPORT Date,' -0 Project Name:' j Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 P'rojectAddress: .,City: '79,395 -,-Highway 111 La Quinta; CA []Title 24 AWS OUBC Other: File # ❑ D 1.1 App# ❑ D 1.4 ❑ Other Client y:. Sub -Contractor: Stamko Development Jim Fedor Masonry General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates ' � Slump (inches): Of .0 Supplier. Vnoil Time Sampled: /,A 1'2a0 Drr Mix Design: C) .- oil Time in Mixer (min.): y Specified Strength (PSI): S-pra Water Added @ Jobsite (gals.): oZ!5 j Addmixture: 8 (o Concrete Temperature F : q p () � Truck #: ' Ticket #: Ambient Air Temperature (F): (p� Field ID Marking: Ste- 3x3X Weather: Unresolved Items: None ❑ See Below 'Location of Sample: L ,1]c�r�1L �a �) J; s C mit WCL\ r+C\t—k (' �r f No Samples Taken Sic «s..�..J \T�f o... Q�� C r -- 4��-� p Description of Work Inspected: ��• r� C\ ,� �,� �- c M"k, 'W0.�U 5 "S d1L`L,� �, C W 0(DIQ r a 3-10 e.. R �u 0�+r r^� . r- W '44 c� C'» �(�os�vC v^ Va W� o��,�l¢.l�PorS�� oUF(� 4&n( w c��.• rAS.- t7 'QcR.'4.�1t mcGWo.sl�c iCJda�f Wfl� 1 ig� C0(15�,�iflcr�G ��OtaSc� t Q t^ ' 0C1 nmc nr.4940.w C. n G17n � ( b 40G ti e--Ia A nc t r I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. l/ Inspector: Jack C. illin ICBG C i a n No: 0842216-82 Contractor's Representative: �:• Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of r. JCM Inspections 39725 Garand Lane -Suite F� ._ Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date: l,&o ki Tr Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: Title 24 AWS F✓ UBC Other: 79-395 Highway 111 La Quinta, CA File # D.1.1 APP# D 1.4 Client s} Sub -Contractor:' sti[ Stamko; C. JCM Inspection's ' 39725 Garand Lane Suite F - Palm Desert; CA'92211 ' •--•• -'�------ ' • INSPECTIONS Phone: 760-345-5554' - Fax: 760-772-3895 INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date: © Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) - - ----- 03-1120 Project Address: City: 79-395 Highway 111 La Quinta, CA. E] Title 24 AWS ❑✓ UBC Other: File # ❑ D 1.1 APP# ❑ D 1.4 ❑ Other Client: Sub -Contractor: Stamko Development Jim Fedor Masonry General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates r'.. y, ny,�2L+'• - - - - . Su leer: C Slump (inches): 9 t� PP • c f�1 pry Time Sampled: a 3p Mix Design: �� C:)q �• Q t, " P Time in Mixer (min.)9,o VaSpecified�S1. t�ength (PSI) r��j� � Vii-. Water Added @ Jobsite (gals.):'i Addmixture: Concrete Temperature (F):-'' Truck M - / '' Ticket #: &70 Ambient Air Temperature (F): Field ID Marking: Weather: SA Y1 s'1 a Unresol Items: �• None El See Below w t , I Location of Sample: �d� � �<, % u it� R i :.-.. ,( f 1` go G �''°'1 `, A �,>t. t, , �, f - -.' ❑ No Samples Taken Description of Work Inspected: Gt G\l, i`^•\ f1 C-�N'•t.C� �Q 6� � :1C `3� � L\G.. �G �� W \ lL �'1 C. rS e�...\ "s Ot ��'F`iC- ��fl • i rl'> A.314N,s\ •/ • n ',\' S 1 cit 1 a.V G.`M-�. 4 /t.� . �� 1 .\ra� • (1 \ `_ h �..�sV'IU {�•\C� ��.Q��'� Va�.151 Lt AM-Q`ti;[' �C �+•1�(i,\!\li�.'._ 1 4�'L.- f int;� 1ti1�1r� � cep c•tsfM.s �� ,�� car^ ol'cSS;er ,-7 +C� y� X11.31 CL e `]A �,,(l) �r I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. A A Inspector: Jack C. Millin ICBG COCH kation No:' 0842216-82 Contractor's Representative: t Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page __4of JCM Inspections - — — —39725 Garand Lane Suite F ---r t-, "irntion N, - uF'palrn Desert;-CA'92211 `�t Arte: nt2tivc: INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date:�� Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) -- - - --- 03-1120 Project Address: City: Title 24 AWS 0 UBC Other: 79-395 Highway 111 La Quinta, CA File # [] D 1.1 App# Ej D 1.4 Client: Sub -Contractor: Stamko Development Jim Fedor Masonry E] Other General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates (� Slump (inches):, — - � Supplier:�tlC�c�leh�i'(,��c,r Weather: Time Sampled: Mix Design: --=4 raQ rrt�.� ,�,,� Time In Mixer (min.): or\ r . i tz Specified Strength (PSI): ° 142��a Unresolved Ite Water Added @ Jobsite (gals.):, c c l� F� C.Tn �:. Addmixture: None Concrete Temperature (F): Truck #:' Ticket #: — �' ' Ambient Air Temperature (F): Field ID Marking: ""-- See Below Location of Sample: -- �® No Samples Taken Description of Work r X-) r $n.a- S n, nVr. c C(�rn} / . T � t7c►f,ro za ev S J,i c C) �� 6th I" LAI A,, _%VC u X*.", 0InM �� /Q�IL mJ �''X Dan'-, nrt Al :9.e+r n Qi C�Ci rA�i" 7At t.)Pf et� Ie r.u�� f lt>n,a` t1 �r caOoeraX .-2,� � odor trJo.c v,at �cc�. i� 't1Q•� ' rct- t1r Wit C ^1 na, C1.'o C a I e'h"S rAet c a., .. C�(\,o\t;r r -)e n res, a ..D.. I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin ICBO Certification, No: 0842216-82 Contractor's Representative: \'k). ;Z�� . Copy 1 JCM InspectIV Copy 2 Project Superintendent Copy 3 Governing Agency Page-1--of,� ` _ 'JCM li4spections 39725 Garand Lane'Suite F Palm Desert, 6A-92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date: �(,� Project Name: Ii . , ' Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: 'City: 79-395 Highway 111 La Quinta; CA ' [—]Title 24 AWS ✓, UBC Other: File # APp#.-' D 1.4 Other Client: Sub -Contractor: Stamko Development Jim Fedor Masonry General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth -ANF & Associates Slump (inches): Supplier: ve Time Sampled: ...---- t Mix Design;" -C,\ Time in Mixer (min.):�1\oia< p Specified Strength'(PSI): a. . w Water Added @ Jobsite (gals.)�� i - Addmixture: 0 on -e .•, Concrete Temperature (F): Truck M , Ticket #: , Ambient Air Temperature (F): Field ID Marking:. — Weather: p 4 Cl t-kkc %Unresolved Items, ® None See Below Location of Sample: { ® No Samples Taken Description of Work Inspected: cv, W 1 ��e roh �CtcRv��., o XQaX�Ie �.:Ml\�.S ato �1fit� �fa 1�rt_e. ��3 �i `f i 1 L1Al. '" a,n �.\1.0_ 4( or*--, i'n-0— o G©t., fVOU. c1 a VJcac)} (�^ over _A100/'V> f-as�d 1l�ta"��toM �3 CO�aisR1J C1 1't Ce\ CCS t�rcg..Y'l�w p i7R (NCtSCSwS1fCln,e nt 24tIeVAa <1110_. r>Xo1Q.wie) !(X1'1@.fG \t GQ , 1j��i jr' �.. a% n(\e C, -.AVC �[,I ..n\ `.r", . �(it• Q O ml �. c �c :t rte.. �,:��n ♦�1 t•, � n rc ` � I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin ICBG Certif c L oyn No: 0842216-82 `. , 1� Contractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page_I of Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS .. Phone: 760-345-5554 -.Fax: 760-772-3895 INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date: -a -o Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: 79-395 Highway 111 La Quinta, CA [-]Title 24 AWS a UBC Other: File # ❑ D 1.1 App# ❑ D 1.4 ❑ Other Client: Sub-Contractor: ' • ' Stamko Development Jim Fedor Masonry General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates i .. Slump (inches): �� OO Supplier: S'� rn a AWeather: Time Sampled: 1� (� Mix Design: S oLA — O\\ Time in Mixer (min.): Cc Specified Strength (PSI): c� Water Added @ Jobsite (gals.): t-) O Addmixture: SZ\4,a vok .' Concrete Temperature (F): $ I Truck M1 y Ticket #: Ambient Air Temperature (F): �, Field ID Marking: C,n�t 4\ \� ,Unresolved Items. © None ❑ See Below Th Q Location of Sample: L\ r,Q l ,,�,� ,tip }b �" 'y 1-Pn.._, \ OUK ,1 ❑,No Samples Taken Description of Work Inspected: C<'� rA 4 N �hn C,\GC-Qv+1R CO "1 ©G��ln1.A, 6,, you.,Lt'`g \1T o�c c.,.aks.. ra\C11C4 N v" (.atnr WoSL..cs.. . To Ccnn_r% c. ,,_ •tie_. (0 coC VSP1> �o<' r C.o"n CcS ita;1 is W) b (11ro _S E;`� Sll�l ©(:\4.L S �� b ✓L �.!' Y'V f� C>,1 .'7 � ti'? f �O �Qi '1 V d ' . l I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin ICBG Ce lif ApSiforn'No: 0842216-82 Contractor' Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency w Page --A of L JCM' Inspections Y 39725 Garand Lane ,Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 , Fax: 760-772-3895 INSPECTIONS STRUCTURAL MASONRY `INSPECTION REPORT Date: Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: 79-395 Highway 111 La Quints; CA []Title 24 File # App# AWS F✓ UBC Other: ❑ D 1.1 ❑ D 1.4 Other Client: Sub -Contractor: Stamko Development Jim Fedor Masonry* General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates p Slump (inches): ,._._ Supplier: INrar1 , ida-VV't�l lizw Fac Time Sampled: --" Mix Design: ,Time in Mixer (min.)t q\ Specified Q Specified Strength (PSI):' WaterWdded @ Jobsite (gals.):PR mure: S Addixt '.'e�ccS , nn n..rZ Concrete Temperature (F): � Truck #: — Ticket #: Ambient Air Temperature (F): Field ID Marking: -- Weather: C, ko„ Unresoly ems: ® None See Below Location of Sample: No Samples Taken Description of Work Inspected: U Go ui r SS?� .0-- JS61 ra.�i ` t'Ca'�i, f" -- Ll - ` G 71.e c` e', ncoc �e aS Or- f'S� l-tt- ci, c c C. fr1� UiaQ�r A� � \L \\ QVn', � S �n ST CS\OE?\ , \,X1 .�.� `` 11 QTa.\\ 30Y S -i , r y �r !J a c- � - X S•�c�,� c+a.Qe.0(� _�,, ri k,1 I a1. V Ca GOn ncA; o.� c7 "�i cv/ i z.l�. �ar� ir\n li C 1.3�.. /Y:o3'�, S�� eow� Coy nciriOat �0 `5-r. -.k-. vvi e3rn. Pi c .c 4irD-%- R a Wo C, tmtl t.1 rel' -1 l // \ 12M C-0*9 W0 CO- i r,_0A , o a I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at'project completion. In/spector: , Jac. C. Millin ICBG ICBG Certifica'0, o: 0842216-82 . ( Contractor's Representative: 'Copy 1 JC ns e ilo/ns Copy 2 Project Superintendent Copy Governing Agency Page of J0 Ins''p'ektio'ns �E 39725 Garand L6n'e Suite IF Palm Desert, CA.92211 INSPECTIONS Phone: 760-345-5554'*- Fax: 760-772-3895 INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date: Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City' []Title 24 AWS FUBC Other: Stamko Development Jim Fedor Masonry Other General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Slump (inches): Weather: Time Sampled: Mix Design: Time in Mixer (min.): qr3 Specified Strength (PSI): Unresolved Items: Water Added @ Jobsite (gals.): 140 Addmixture Concrete Temperature fl: Truck M Ticket#: None Ambient Air Temperature fl: (CO7 Field ID Marking: -1) _t El See Below Location of Sample: \nA%A_N^nn C_ —rtz' EINo Samples Taken Description of Work Inspected: AsO I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications -applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin IC130 or No 0842216-82 Contractor's Representative: VeXif, Copy Jcwmspoctions Copy Project Superintendent Copy Governing Agency pao__m+__ JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA'92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date:�-o /V Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: City: 79-395 Highway 111 La Quinta, CA '' Title 24 AWS F✓ UBC Other: File # ❑ D 1.1 APP# D 1.4 ❑ Other Client: Sub-Contractor: Stamko Development Jim Fedor Masonry General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Slump (inches):Su tier: i% pp Si rrl call Time Sampled: L4;. So rA' Mix Design: & p y O) Time in Mixer (min.):q o .�� Fn_5n �t c Specified Strength (PSI): Ce •Sno Water Added @ Jobsite (gals.):g Addmixture:. Concrete Temperature (F): %Q Truck #:) n Ticket #: 3tp� Ambient Air Temperature (F)*-) Field ID Marking: •S �A A -3)�,)xU LI)i Weather: Unresolved to s: None Below Location of Sample: �� l.o 'C r.c�.n `i t_a_ -�ta �. "S l3 (c5 n\* � Ll No Samples Taken Description of Work Inspectteed:�e 4z'I n ,Q.. cr'tw�1 � 1 e. 0\CAQQ_vws+.n� t°a 0101--io- "`1 ( Orr\ klrL ... L- A,,.�^ f Sk6 G,oz 9Ouf. L��-�n '1y4 ��.. �uLceQ �. , 0�Cr—V lc� v't��a vias Lf"'10-C) Ct�r1Sn`IS.` IC)`I«uG.YnX65 0 �1 3 �-o 'i C Olif.S in.e: f o�"C n�� r' ^ �,- 53 �'��' �• 9 \lb i ��\t �. PJ c1 1i °YL2. �f tarr, 11 1 v� 403 il;�� sil Xg -)(V Cmu, S. nY,,i%IA C Cp4irscss�- (.}( 0 / - .� -' ,I 1 CZ) � r -e-eN C e'\ `1 "S' c) CSL . n 1 c�a ci5: �' r- cq 2 �'�'S 1 1 i �j % S 1 , I 1 . E 'i D . Gen e \ f:S cL I z of Tel / 111 --,n cc? \,JPr t,A � nef�n l u C l KX on n ;nt\ ' �. � Cta. e�.i � n� .��,+,1c [►' c � ctC�Aa.� 3'ST IT—v - I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. �K Inspector: Ja k C. Millin ICBG` CCe, at0842216-82 i Contractor'sepresentative: Copy 1 JCM Insp c ions Copy 2 Project Superintendent Copy 3 Governing Agency Page —A of 39725 Garand Lane - Suite IF L IT. = "i Palm Desert,,C . A 92211 L.Lm INSPECTIONS Phone: 760-345- 5554 -'Fax: 760-772-3895 INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date: Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: city: E] Title 24 AWS [-/IUBC Other: E] Oth qr Stamko Development Jim Fedor Masonry General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Slump (inches): Supplier: Time Sampled: Ss Mix Design: ES C) Time in Mixer (min.): 110 Specified Strength (PSI): Concrete Temperature (F): —19 Truck#: (4% Ticket#: Ambient Air Temperature (F): Field ID Marking: Weather: -.t\ M-1 Unreso None See Below E] No Samples Taken Description of Work Inspected: 9z 1 hereby certify that I have inspected all of the above work, unless otherwise noted, and.to the best of my ability I have found this work to comply with the approved plans, specifications -applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin ICBOCeltificati in o 0842216-82 Contractor's Representative: Copy 1 JCM 1n � Copy u Project Superintendent of �qe,y) Governing Agency Page I im IVI, Inspe ions 39725 Galrand1ane,!S uite IF Palm Desert, CA 92211 INSPECTIONS MPhone: 760-345-5554 - Oax: 760-772-3895 INSPECTIONS STRUCTURAL MASONRY INSPECTION REPORT Date: Project Name: Project No: The Centre @ La Quinta - Marshalls (Shell Only) 03-1120 Project Address: city: ❑Title 24 AWS [/] UBC Other: 79-395 Highway 111 La Quinta, CA File # ❑ D 1.1 App# ❑ D 1.4 Client: Sub -Contractor: Stamko Development Jim Fedor Masonry E] Other General Contractor: Architect: Structural Engineer: Jacobsson Engineering Construction, Inc. Perkowitz & Ruth ANF & Associates Slump (inches): ppSupplier: sk Weather: Time Sampled: Mix Design: 0 o P Time in Mixer (min.): Specified Strength (PSI): c2s_100 UnresolvJltems: Water Added @ Jobsite (gals.): Addmixture: Concrete Temperature (F): Truck M 12�G Ticket #: None - Ambient Air Temperature (F): Field ID Marking:( 4) ❑ See Below Location of Sample: Sk6 c ,,k Cmkx s -on Li .I a-- F "I 1; 11Ds Er191' rn f all I- \A A.T El No Samples Taken , r 61!l— Description of Work Inspected: C"A 1A A.% C 'A Ck % 51 C. C.& t k, 0 44 r M" .01 0 'tZl L X. Y� C C JAL A., -V�'n A &C, 0': N C\ A ri, V,), AL L4 A, kT) 'OnaASNL1 Cz t- — At D (I r" -Z —e- k.e-kA C, I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications -applicable building laws. Final report issued at project completion. Inspector- Jack C. Millin ICBO Ce *fl'b t No: 0842216-82 Contractor's Representative: Copy I JCM Inspections Copy 2 Project superintendent Copy 3 Governing Agency Page � Of 'mi, P Appendix E/321 WELDER, WELDING OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD . t Type ofeldPr St.r.ucual Steel Name Ori Young Identification No. 97004 Welding Procedure Specification No. Rev Date- . 10/4/97 Variables Process/Type (5.16.2) Eleclr„d:; (singie or rnuitipie) Current/Polarity Position (5.16.5) Weld Progression (5.16.7) Backing (YES or NO) (5.16.8) Material/Spec. (5.16.1) Base Metal Thickness: (Plate) ” Groove Fillet-. i Thickness: (Pipe/tube) Groove Fillet Diameter. (Pipe) Groove Fillet Filler Metal (5.16.3) Spec. No. Class F -No. Gas/Flux Type (5.16.4) Other Record Actual Values Used in Qualification. SMA W Single DCEP 3&4G Qualification Range Pn_-,ition Vert. Up Yes -.- to B.-U2ao • 1/8" To Urtiimi z F4 VISUAL INSPECTION (5.12.6 or 012.7). Acceptable YES or NO 'Yes Guided Bend Test Results (5.28.1/5.29.1) Type Result Type Result Fillet Test Results (5.28.2/5.28.3; 5.39.3/5.39.4) Appearance Fillet Size Fracture Test Root Penetration Macroetch (Describe the location, nature, and size of any crack or tearing of the specimen.) a 1 n eH-0-s-, en Ian ed s ,yu��aa a.v�� Lliil Y- i • i r , RADIOGRAPHIC TEST RESULTS Film Film Identification Results Remarks Identification Results Remarks Number I Number Interpreted by Test Number Organization `" - Date We, the undersigned, certify that the statements in this record are correct and that the test welds were prepared, welded, and tested in accordance with the requirements of Section 5, Part C or D of ANSI/AWS D1.1, ( ) Structural Welding Code -Steel year Air Manufacturer or Cont, ctor Authorized By , �` r> Form E-4 Date/G o/ h•, V. }