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11060038 - SI (3) Inimrm TESTING ENGINEERS, INC. set° p�o,� 2811 Teagarden St. 510-835-3142 , /510-834-3777 fax San Leandro,CA 94577 800-660-3142 o San Leandro • San Jose • hilasalpt INSPECTION REPORT Week Ending: 5/11/12 PROJECT#55123 TYPE OF INSPECTION: Reinforcing Steel Placement/ Epoxied Anchors/ F I R. E Epoxied Dowels/ Concrete Placement/ Visual Welding ci‘ Pla PROJECT: PLACE OF INSPECTION: {10165 N.De Anza Blvd.] Jobsite/ Hilo Erectors(shop) Cupertino'Hdtel"foilnfinite Loop Hotel,LLC Cupertino,CA Permit#11060038 DATE 5/7/12 5/9/12 5/10/12 5/11/12 HOURS-Jobsite 4 4 8 32+2 of -Shop 8 INSPECTOR F. Hernandez F.Hernandez F. Hernandez M. Ardizzone F. Hemandez S. Morris J. Dougherty J.Yoka 5/7/12 Reported to Mike Vandegrift of SD Deacon at the jobsite as requested. Inspected the placement of reinforcing steel for podium deck between lines 1.1 and 15 from A to K,top perimeter mat. The preceding work was,to the best of my knowledge,in compliance with approved plans and specifications,including revisions by engineer,dated 5/2/12. 5/9/12 Reported to Mike Vandegrift of SD Deacon at the jobsite as requested. Inspected the placement of tendons and reinforcing steel for podium deck between lines 1.1 and 15 from A to K. The preceding work was,to the best of my knowledge,in compliance with approved plans and specifications,including revisions by engineer,dated 5/2/12. 5/10/12 Reported to Mike Vandegrift of SD Deacon at the jobsite as requested. Inspected the placement of tendons and reinforcing steel for podium deck between lines 1.1 and 15 from A to K. The preceding work was,to the best of my knowledge,in compliance with approved plans and specifications,including revisions by engineer, dated 5/2/12. This report can be reproduced only in its entirety unless written permission from TES is obtained. Page 1 of 2 10165 N.De Anza Blvd. Project No.: 55123 W/E: 5/11/12 5/10/12(cont'd.) Inspected predrilled holes for proper diameter and depth. Observed the cleaning of holes and the injection of Simpson Set XP epoxy(exp.10/13). Witnessed the proper insertion of two(2)1" diameter Allthread anchors,42" in length,embedded 25" for podium deck on lines 1.3 and 52.3 at A;and six(6)#5 reinforcing steel bars,20" in length,embedded 9" for cantilever at podium deck on line 1.1 at J. The preceding work was,to the best of my knowledge, in compliance with approved plans and specifications, including revisions by engineer,and RFI#42. 5/11/12 Reported to Mike Vandegrift of SD Deacon at the jobsite as requested. Monitored loads arriving at the jobsite for correct mix and proper slump. Inspected placement operations and vibrating procedures. Performed 11 slump tests(4-1/2",4-1/2",4-1/2',4-1/2',4-1/2",4",4",4",4",4-1/2",4-1/2")and cast 11 sets of compression test specimens(6 each),Sample#s 240737,240738,240739,240740,240741,240742,240,743,241024,241025,241026,241027 for Concrete Mix#7012HE from Star Concrete Co., (specified strength 5000 psi,slump 4")for concrete placed at post tension slab between lines 1.1 and 10.1 from A to K and on line A.5 at 10.9,B13 at BB,F9 at B13.5 and B14 at BH. Total cubic yards placed: 1,083. The preceding work was, to the best of my knowledge, in compliance with approved plans and specifications,including revisions by engineer. Reported to Rick of Hilo Erectors at the shop as requested. Checked welder qualification papers(Jose Juarez,ID#4011). Checked WPSs and verified welding parameters. Verified proper electrode storage. Verified proper preheat. Visually inspected joint preparation and fit-up. Performed continuous visual inspection of the in-progress welding performed by one qualified welder using the FCAW process with E71T-8 wire electrode. Weldments consist of partial joint penetration groove welds,single pass fillet welds and multi-pass fillet welds joining wide flange beams to shear plates and stiffener plates;HSS tube steel column to knife plates,cap plates and Allthread studs;and HSS tube steel stud to cap plates for wide flange beams shop marked A48,B48 and C48 and HSS tube steel column shop marked 14A(complete). The preceding work was,to the best of my knowledge,in compliance with engineer approved plans and specifications, including revisions by engineer,and shop drawing sheets 14,dated 4/16/12 and 48,dated 5/1/12. Reviewed by: �_ • �\ David ip:ero Special Inspection Division Manager 1cc: Infinite Loop Hotel LLC/D.Gupta Loorz Construction Management, LLC/D.Loorz SD Deacon/M. Dietz SD Deacon/ M.Vandegrift RYS Architects/B.Hardev City of Cupertino/Bldg. Inspection Dept. This report can be reproduced only in its entirety unless written permission from TEI is obtained. Page 2 of 2 TESTING ENGINEERS, INCi. r'' 6ee2 Date: to . 11 - 12 USA File#: VY D)&App.#: Project#: 5r J 1 7 3 OSHRQ#: / Project Name: )40.-1e,1 CJoe r nC $ermit f p :/ 11 O tD o Q SOy Address: 1Cl\IAGj N. OP Nn7a ••• 'ft Code: -- 11o9t City: Cjor".. r*; o Stat Time: Requested by: iKlabf. Hours: S Reported to: of(Compam•Name): 5{) Oeaao*- CMU Masonry (108) and CMU Grout Inssmtion (168) Report • ❑ Inspected the placement of ❑ concrete masonry ❑ brick units for ❑ performed by masons. Total square footage placed: ❑ Cast specimens(Sample# )forjobsite mix Type • (specified strength psi) representing mortar placement 0 for the above 0 for the following Inspected the placement of reinforcing steel(180)for • Performed 0 continuous 0 periodic inspection of batch plant(123)operations at: - . Inspected the 4 high 0 low lift grout placement for • ] Cast 'f (4 min.)specimens(Sample#21-4 ORrjg , • slump e,Yj, ins.)for Grout Mix# 1412'i 5 from(batch plant supplier) Cp,mear (specified strength 95)0 psi, slump ins.) representing grout placement 0 for the above VA--for.j ro,+. 4 VICov , !'r•'Io1n-1 I 'e5 (V.5O ly5-1biv 42-Total cubic yards placed: 13 - • 0 Inspected placement of diameter ledger bolts. ❑ Final acceptance is pending written approval or corrective action as noted. 0 See attached RFI. 0 All non-compliance items were brought to the attention of at the job site. Notes: . ❑ Showup;0 Stand-by time; 0 Job Cancelled;0 Re-inspection;Hours: The work ®was❑was not inspected in accordance with the Building Department or DSA or OSHPD approved documents. The work inspected Vi met❑did not meet the requirements of the Building Department or DSA or OSHPD approved documents, ❑except as noted above. Material sampling�{]was 9 was not❑N/A performed in accordance with the Building DepartmentlIor DSA or OSHPD approved documents. Drawings - 'w al 1N Q '1'S _ Dated ' •n9- II [ }'City 0 County 0 Shop Inspector 4Ot 4et nauicAet -lI Certification# f'\'le i3 Date: (p. 11" 1Z • Received by: Date: Corporate Office-2811 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 • www.Testino-Enoineers.com IL; • TESTING ENGINEERS, INC. Date: • (p I • I DSA File/ DSA App.#: Project No.: \7 ? OSHPD No.: Project Name: f4 x-1 e I (',1 0,-1( nr Permit 9 SF App.#: AA 4'Q4rCfi. Address: 10 ROC tk..), 109 b\r17Q - Tow Cade: �J -�tidies Eta City: ( 7 p.; d;* O Start line: Requested.by: ,/); V Hours: \ Re,ortedto: J of: • , :dim Reinforcing Steel (180), Concrete (107) and Post-TTensioni t ! Report (144) -❑ Inspected the placement ofp-reinforcing steel;❑ tendons;❑AB's;❑ HD's;❑ tie downs( 80) at the fol ing locations: t1 -n „ ),Th G3/4- v)n't:<l r.\ P. -n j ch )Wase sni.n eve-' L'‘.nPi S.41.0 lc ❑ Inspected the stressing operations(144)and recorded elongations(on file at TE1 office)for the following location(s): Performed❑continuous❑periodic inspection at batch plant(123)operations for materials and checked loads leaving plant. ❑Performed continuous inspection of the placement of❑concrete(107);❑ non-shrink grout(168) ❑Concrete Sample Only(147) ❑ Monitored loads arriving at the jobsite for correct mix and proper slump. ❑ Inspected placement operations and vibrating procedures. ❑Performed_Unit weight tests.( 3 ❑ Performed air entrainment tests ( ) ❑ Performed_slump test(s)( , , , )and cast set(s)of compression test specimens( ea.) Sample# , , ,for Concrete Mix# from(supplier) ,specified strength air %,and slump inches for concrete placed at Total cubic yards placed: ❑ Final acceptance is pending written approval or corrective action as noted. 0 See attached RFI. • ❑All non-compliance items were brought to the attention of • at jobsite. • Notes: , ) �' . ' }1 dinP. 1 C1Yt'w,�!?,'1C'. { t.f:1� 1-. . , -v-,Gp t .o�.� t`Ya�, n,v .t4�\, n_ ,lr.) `,. .C: , aro QC . ❑Showup; ❑Stand-by time;❑Job Cancelled;❑Re-inspection;Flours: The work ®-was❑ was not inspected in accordance with the Building Department or DSA or OSHPD approved documents. . The work inspected®-met❑did not meet the requirements of the Building Department or DSA or OSHPD approved documents ❑except as noted above. Material sampling©-was❑ was not❑ N/A performed in accordance with the Building Department or DSA or OSHPD approved documents. Drawings 1,- s r04a1-2: -�- Dated IZ City-0 County 0 Shop Inspector:-G V.\(— \-\('v:,CA (N.\t-' `\ Certification#� 7?Of.J Date: (Q • (1 ' 12 Received by: Date: Corporate Office-2811 Teagarden Street-San Leandro.California 94577-(510)835-3142-FAX(510)834-3777 www.Testino-Enoineers.com ms TESTING ENGINEERS, INC. '9 g rry • 6w2 Date: (p . 11 • \'7 . DSA File#: DSA A / Project#: rlc,l7 7, OSHPD#: Project Name: 9er;r\ C )r -<-1,-„-;, Permit/SFApp.#: 1\(T7n--cecK Address: 1(11 LOC •, .) of .,..coATow Code:' 1Q t - • City: f,)op„-\..r-:Q Start Time: Requested by: col:v-,, q Hours: -\ 8 Reported to: ,y),Y.e of(Company Name): ., C\\ 1 n n✓n rnfl Structural Steel Welding Inspection Report ❑ Collected certified mill test reports and verified against material heat numbers. See attached list. •Checked welder qualification papers for the following individuals(Nameand ID#): Name: SUS 4--r, r. . Co . ID# IRill Name: ID# Name: [D# Name:' _ 1D# Name: ID# Name: ID# - , Checked WPSs and verified welding parameters. Verified proper electrode storage. Verified proper preheat Visually inspected joint preparation and/or fit-up. © Performed continuous/constant n Performed periodic visual inspection of the in-progress welding performed by n qualified welder(s)using the •i' U) process with L-1 CrJ electrodes. n Performed visual inspection of welding previously completed without special inspection. Weldments consist of: r� • — r.)fi (.1409\;e, l;)v131 { _Co, i::,r'i ? c L/ cj<< G .::= ,,)•; i-i.3 ;.j.{<Jz•; y: ,A{ . Coviv't C-1 fnvl . — )/U • ,1 ,- .}•: .fy.. }72,;,• e4, .,ji-r,C.< „ ,v.; i? 1.)... 1ill r. \, on n. .-- I ✓vl al t .} f I I 11,,,'J IQ. l /en d1;,o C.�� �. i. . •„.<' lar ,+ '.dn.. , :‘-',0 AA �.),. I\ • . . / t' , • j t ❑ Final acceptance is pending written approval or corrective action as noted. 0 See attached RFI. 0 All non-compliance items were brought to the attention of - at the job site. Notes: t a -1 ❑ Showup:❑Stand-by time; 0 lob Cancelled;0 Re-inspection;Hours: The work Q was❑ was not inspected in accordance with the 0 Building Department or ❑ DSA or 0 OSHPD approved documents. 1 ' The work inspected®met 0 did not meet the requirements of the 0 Building Depanment or ❑ DSA or 0 OSHPD approved documents, 0 except as noted above. t Drawings ri,t Irk-104 Cx ) •{ Dated 11 - I I Et City 0 County 0 DSA 0 Shop ' Inspector: 'i*Cn,^.V \e s snic,.:,(d,Pi U Certification It Sn7Q+?�: Date: &.11 12 . Received by: Date: Corporate Office—2811 Teagarden Street—San Leandro,California 94577—.(510)835-3142—FAX(510)834-3777 www.Testinn-Ennineers.com ld TESTING ENGINEERS, INC. Date: CO 12- 12 DSA File#: D -App.•#i Project No.: 'J 551 1 5 OSHPD No.: `,�y Project Name:. f `fti'*e1 Lu.peotne Permit/SF App.#: II0(o01 Address: IciA(i') tU. ID:. t&07-Ca Tow Code: - t - 0. 1 City: C Qe e i-V%"O Start Time: _ ‘\ G\ C.4 Requested by: Cf i.'(-: V Hours: i 1 jl t ' 1 Reported to: n1•V-- "1 of: 0 (; . Reinforcing Steel (180), Concrete (107) and Post-Tensi ping Rep X(144)_ • 0 Inspected the placement of 0 reinforcing steel;❑tendons;❑AB's: ❑ HD's;❑tie downs(180) at following /loc,caaq'Ins: ❑ Inspected the stressing operations(144)and recorded elongations(on file at TEI office)for the following location(s): - Performed❑continuous 0 periodic inspection at batch plant(123)operations for materials and checked loads leaving plant. Performed continuous inspection of the placement ofJ concrete(107); ❑ non-shrink grout(168) ❑.Concrete Sample Only.(147) tIMonitored loads arriving at the jobsite for correct mix and proper slump. -IgrInspected placement operations and vibrajing procedures. 0 Performed_Unit weight tests.( ) 0 Performed air entrainment tests (. ) 0-Performed I slump test(s)(a 7'/ , , )and cast I set(s)of compression test specimens( I) ea.) Sample# r� r-1 ,for Concrete Mix# 6101 L1.JQ p 1 from(supplier) 0.7 y ,specified strength '..Jt 000 air %,and slump inches for concrete placed at E,c*c:;ei 43to., 1 \5P^rie 4- V.xA\\•5 (kir L t(re_ 6 'eh J.) \5.c/(. .\1r1 t',.) 8C3:1 Total cubic yards placed: / - . 0 Final acceptance is pending written approval or corrective action as noted. ❑See attached RFI. ❑ All non-compliance items were brought to the attention of at jobsite. Notes: ❑ Showup; ❑Stand-by time;❑Job Cancelled:0 Re-inspection:Hours: The work N was❑was not inspected in accordance with the Building Department or DSA or OSHPD approved documents.• The work inspected il met 0 did not meet the requirements of the Building Department or DSA or OSHPD approved documents ❑ except as noted above. • Material sampling EI was❑ was not❑ N/A performed in accordance with the Building Department or DSA or OSHPD approved documents. , Drawings 4%ve}-via.\ 5 Dated fli City 0 County❑ Shop . Inspector: -in Q V\•�- RF t.-loon dyer. IL_ Certification# 5112 C% 3 Date: lY•1Z - V7---- Received by: Date: Corporate Office-2811 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 www.Testinq-Enqineers.com • . a . 111; am TESTING ENGINEERS, INC. - trm p R r---•Date: Co- 17. - IL DSA File#: SA App.#: Project#: C,\2 :5 OSHPD#: \ I J �- Project Name: ki 04-P\ Cupf•'*-: n a. Permit/SF App.#: 1 , r/ ') dp, a 1 Address: 1 f Vn -, a 3 OP Q o ZI&_ Tow Code: 1 r . \ .t/ ( • City: C, e.:A('r• Start Time: / Requested by: C'f-1<.e J Hours: LI / Reported to: 1K);1L C J of(Company Name): <y-) (,p arE),-N Structural Steel Welding Inspection Report • ❑ Collected certified mill test reports and verified against material heat numbers. See attached list. Checked welder qualification papers.for the following individuals(Name and ID#): Name: 4n:n). r5-V-ickc1Q ID# {j'Si) Name: ID# Name: ID# Name: • ID# Name: ID# Name: ID# • -®Checked WPSs and verified welding parameters. Verified proper electrode storage. Verified proper preheat. Visually inspected joint preparation and/or fit-up. � j.-Performed continuous/constant n Perfonned periodic visual inspection of the in-progress welding performed by I 1 qualified welder(s)using the }cr:vJ E1 process with 1T- Q: electrodes. • n Performed visual inspection of welding previously completed without special inspection. • Weldments consist of: 1 ' - ��' PniA. c ra. Pit-0 0,onq ,r. ;P"rA7A nu. CI Er \r1'S nnr3,�1 Level 2 1. .re'A Q. (-0/lc.9-CC J t • -c0•4 t..11,'ly 1t7 A•In Lt0 )( 1\7 conn e rk, o n CM 9 V\•n4la?a. ('ncna\f*t �t?'t�- -4-\0 .n.c to:t.�, e..<1 . . . Y • Tt •`• i • • 1 • ❑ Final acceptance is pending written approval or corrective action as noted. 0 See attached RFI. ❑ All non-compliance items were brought to the attention of at the job site. -;• Notes: 3 ❑ Showup:0 Stand-by time;0 Job Cancelled; 0 Re-inspection;Hours: _ s The work X was 0 was not inspected in accordance with the.❑ Building Department or 0 DSA or ❑ OSHPD approved documents. The work inspected®met 0 did nor meet the requirements of rhe 0 Building Department or ❑ DSA or ❑"OSHPD approved documents, ❑ except as noted above. .1; i • Drawings g �w U 0�'U v()i•�. / Dated 1Z - - 11 © City ❑ County 0 DSA 0 Shop Inspector:—�'(R v, -- T( ''+ nO .-sal et ,1 Certification# �1�7 U• 'j Date: (O' %' - 17 •Received by: Date: - Corporate Office-2811 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 <j www.Testina-Enaineers.com n . a • Val TESTING ENGINEERS, INC. Date: (Q -13-'I ?_ DSA File F fl 11 EsA pp.#: • Project#: RF,\-). - I OSHPD#: Project Name: 1-104e\ C ort\- .rte ; \ Permit/SFWp�4: 1I O 6 Q{tl -i9+ Address: lllL:ti 4.1 Qe �,nzn \ Tow Code:Q� -120� City: Cc,,°,.-11C \Start Time: y' Requested by: NI t \) Hours: V �4 Reported to: . th1 ',Lr\J of?m t�an}Na tett ): Zfl Cl eD.rp n t� Structural Steel Welding Inspection Report• - 1 l Collected certified mill test reports and verified against material heat numbers.\S e attached list. Checked welderq,qualilication papers for the following individuals(Name and ID#): Name: 1,n:rd ERA,aQin • ID# S?11 Name: \ ID# • Name: ID# Name: 1D# ' • Name: . ID# Name: 113# Checked WPSs and verified welding parameters. Verified proper electrode storage. Verified proper preheat. Visually inspected joint preparation and/or fit-up. � Performed continuous/constant I Performed periodic visual inspection of the in-progress welding performed by I (i qualified welder(s)using the rePo, ) process withF'l t\- \ electrodes. n Performed visual inspection of welding previously completed without special inspection. C Weldments consist of: • - t� (i1�, :-via; Pei, o. nMly_ „Ic1cd r. EST \� � n> lPviPi ^ 1 ; 4, lnlt .t! _ ( -}n., t,J tr?x \\7 )n \J\n;L\\7 \men NM.. ,r,04nvr, ln.n fjr CMNri e el•C(Nr.‘ - CW C.na\ka. or,\i4 Sat 1jevn\ R 1 1 N< c.); _Xt/z. 40 IA<,CxRx Yz_ CD.a.nrOA:, r,,,,c 1 ,r CO I .r.p5 ; • F11LE Um TESTING ENGINEERS, INC. 6 g05--Tv TL Date: (-p- - 17 DSA File#: DSA App.#: Project#: • 5517- OSHPD#: Project Name: lar e1 C„nP;\;,ne Permit/SF App.#: J I II (;t on32, Address: • „ ,,:,• Tow Code: I Q(4 City: G Start Time: Requested by: •, ) • wt Hours: c{ • Reported to: tv) 'y of(Company Name): -40 opo,pn„ Non-Destructive Testing Report Performed ❑ Shop ❑ Field ❑ ultrasonic(118, 114, 157) ❑ magnetic particle(119). 0 penetrant(120),testing on ❑ Complete joint penetration groove welds 0 Partial joint penetration groove welds❑ flare bevel groove welds. ❑ A total of welds were tested 0 at ❑ on with rejectable indications detected ❑ at 9 on Retests were performed on repaired welds ❑ at ❑ on with rejectable indications detected. O Performed ultrasonic examination on material for laminations limited to _ inches above and below each moment area; and O A total of areas were examined 0 at 0 on with rejectable areas detected. Q HIGH STRENGTH BOLTING INSPECTION(196) ® Visually inspected and verified the use of specified high strength bolts. © Verified the tension of 'I/�j diameter ASTM . .A325 0 A490 _p-high strength bolts -tension controlled high strength bolts ❑ with a calibiated torque wrench ( 10%or a minimum of 2 per connection were checked). ❑ using turn-of-the-nut method. 0 with tension indicator washers • on lines on floors 2 r,01 ti\.co., or assemblies marked 0 Final acceptance is pending written approval or corrective action as noted. 0 See attached RFI. • 0 All non-compliance items were brought to the attention of at the job site. NOTES: ❑Show-up;❑ Stand-by time;❑Job Cancelled;❑Re-inspection;Hours: The work ❑was❑ was not inspected in accordance with the Building Department or DSA or OSHPD approved documents. 77:e work.inspected❑met 0 did not meet the requirements of the Building Department or DSA or OSHPD approved documents, 0 except as noted above. • Material sampling 0 was 0 was not❑N/A performed in accordance with tire Building Department or DSA or OSHPD approved documents. Drawings Dated 0 City 0 County 9 Shop Inspector: Certification# Date: Received by: Date: • Corporate Office—2811 Teagarden Street—San Leandro,Califomia 94577—(510)835-3142—FAX(510)834-3777 www.testing-engineers.com • TESTING ENGINEERS, INC. ' t�-t2 Date: (Q - ‘1"1 • 11- \DSA tie#: 40 SA App.#: Project No.: F,rj 1 r:t OSHPD No.: Project Name: \ A `t G )npt-tr1Cs Permit /SF App. : OID°C2:?Q Address: +ti• K) ('w. Tow 6ode: R(1 City: ( ,1n 04-1/4\. • Start Time: Requested by: ( ,vt�p J Hours: Reported to: Ot1;vr J of: 'Sr) 0POtr- v- Reinforcing Steel (180), Concrete (107) and Post-Tensioning Report (144) -VI Inspected the placement ofig reinforcing steel;0 tendons;❑AB's;❑ HD's;0 tic downs(180) at the following locations: 1-nnT rv� ftp ,.nr \S/(B . \ th„, GNA - 2,02- C) .a-:.. ; VC-Th /4 _ !'3 C. 0* .n.r R \\A r”) 4-to 0 Inspected the stressing operations(144)and recorded elongations(on file at TEI office)for the following location(s): Performed 0 continuous❑periodic inspection at batch plant(123)operations for materials and checked loads leaving plant. ❑ Performed continuous inspection of the placement of❑concrete(107); El non-shrink grout(168) ❑ Concrete Sample Only(147) • ❑Monitored loads arriving at the jobsite for correct mix and proper slump. 0 Inspected placement operations and vibrating procedures. ❑Performed_Unit weight tests.( ) 0 Performed_air entrainment tests ( ) ❑ Performed_slump test(s)( , , )and cast set(s)of compression test specimens( ea.) Sample# , , , , , for Concrete Mix# from(supplier) ,specified strength ,air %,and slump inches for concrete placed at Total cubic yards placed: . ❑ Final acceptance is pending written approval or corrective action as noted. ❑See attached RFI. ❑All non-compliance items were brought to the attention of at jobsite. Notes: 0 • Co • n.r Il :P „ u . . .o" ' J ❑ Showvp;❑Stand-by time;El Job Cancelled;❑Re-inspection;Hours: The work ®was❑�-�7 was not inspected in accordance with the Building Department or DSA or OSHPD approved documents. The work inspected 41 met 0 did not meet the requirements of the Building Department or DSA or OSHPD approved documents ❑ except as noted above. Material sampling 0 was❑was not❑ N/A performed in accordance with the Building Department or DSA or OSHPD approved documents. Drawings 4;�. i 4,,.n\4. Dated (o- 14- 1 ,Q City❑County 0 Shop Inspector: Y7 fl.J C �e tin CiAni l'P p Certification# fj)i 7 9-1?3 Date: b-114 - 17 Received by: Date: Corporate Office-2811 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 www.Testing-Enqineers.com - tur TESTING ENGINEERS, INC. F L 1* . 6-t ,- Date: (.O-)'T- )7_ DSA File#: DSA Apr.:: ' Project#: 55;2 3 OSHPD#: ProjectNaine: Hc.htA (Roet):.,C, Permit/SF App.#: 1k fl (1/20,'S?i Address: t01LOS rN- C),- c.,..n7& Tow Code: 10(u City: t,.yep;4:nct. Start Time: Requested by: ttilate It .Hours: Reported to: ,r0;1L f V of(Company Name): SO Opo,c o y\ Structural Steel Welding Inspection Report • -rn Collected certified mill test reports and verified aeainst material heat numbers. See attached list. . Checked welder qualification pagers for the following individuals(Name and ID/i): Name: 41,(.2,0A 1<-\ ID# R2'1 I Name: 1D# Name: ID# Name: ID# Name: • ID# Name: ID# QChecked WPSs and verified welding parameters. Verified proper electrode storage. Verified proper preheat. Visually inspected joint - preparation.and/or fit-up. ' Performed continuous/constant n Performed periodic visual inspection of the in-progress welding performed by m qualified welder(s)using the cc 01:vc.) process with El 1 1- electrodes: . ❑ Performed visual inspection of welding previously completed without special inspection. Weldments consist of: . . - C52 �0.tens „)e\91<. as (-,•1 IP\t '7 1`/1Pn'lQvr\- ; James ( en c.--\) Q.4- I ;"e< 1/ l .C�i(1r)., fi;nir< ) -0 SA co, tnJ�4�11;°, ro-Ior.., -ka. U ( >: O,l Fieo.w. • • .❑ Final acceptance is pending written approval or corrective action as noted. E See attached RFI. ❑ All non-compliance items were brought to the attention of at the job site. ' Notes: - • ❑ Showup;❑Stand-by time;0 Job Cancelled; ❑ Re-inspection;Hours: _ The work-Y' was❑ was not inspected in accordance with the ❑ Building Department or 0 DSA or 0 OSHPD approved documents. LI The work inspected. -net❑did not meet the requirements of the ❑ Building Department or 0 DSA or 0 OSHPD approved documents, ❑ except as noted above. Drawings �-�: t)('a t> a\ S Dated I-City n County 0 DSA 0 Shop Inspector --\...rw\i-- ttF yv,0 Ct A'7 7 Certification# I:CI-,....9, .? Date: L?Yrv- )7 , Received by: - Date: Corporate Office-2811 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 'x www.Testine-Enoineers.com • • • „4,701611,14, 1 N ii f''" 1 n czr, DSA File.# 6-1 u-1-z" DSA Appl. # TESTING ENGINEERS, INC. n t , DSA LEA# 33 ,JJ/I OSHPD# Permit# O , • • e Pro ecf•No.: . _ Pro'ect Name: ` Project Address; \Q • , De I o Ci Work Location: !; Jobsite ❑ Shop ° H9'us yr;`'-;;;'. .: - • Tow: oo „ z; Ins as Requested by: r4V of: a:;. :3 :+,;net Work Se 7.;:: , .;: I Reported to: DPaCo� ' 414, \I of: • Sc Of' r °... h' �,tYalrTirpe: XA' AW'! L: :•.. riv_a Tgie :L; . _rC :: I. {7-I-EPDXIED DOWELS - 125 ❑ EPDXIED ANCHORS - 126 ❑ EXPANSION ANCHORS - 127 D Witnessed the drilling of holes of proper diameter and depth. or • • -'Inspected predrilled holes for properdiameter and depth. Expiration Date of Epoxy _127.:20.13_ WObserved the cleaning of holes and the injection of •;,,)f.”6pr .464. Xe epoxy. or • the insertion of epoxy capsules. -Witnessed the,proper insertion of: • Qty . rBaw•f iFear9p ;'Le(Y d; • • . . .`:. :Atv - y. r !: tin. A I�.f�� k a �'tn. .c M r.. tern arksl otes: ❑ Type 0 Do not type ` tt • to Work ' N was ❑was not The Welt'Inspected `®met El petted In Accordance with the Requirements of the Building The Requirements of the BuildingDepartment or DDSAiA pro edet partmentorDSA Approved Documents Documents p Approved aerial Sampling was�o7� ❑was not ❑ N/A I • formed in Accordance with BuilUIng Department or DSA Approved Documents Project Architect . General Contractor •1 Structural Engineer Building Jurisdiction denature of Special i (�•I4 I Z" Project Inspector Date • DSA Regional Office t. • • e • .,J,:--All 11 • 3 • Print Namee&&Certification Nii: �' • • Corporate Office—2811 Teagarden Street—San Leandro,California 94577—(510)835-3142—FAX(510)834-3717 t \T ESEfFotmsl5pede14upection r-orms\EDoay.Mt ors num n-,-.._ '°'Testing-Engineers.com - a (1- F 11 kot±:)TESTING ENGINEERS, INC. ta2"IF Date: (a- 15 -1 L- DSA File#: DSA App.#: Project#: P,C I? 3 OSHPD#: Project Name: I-\cw.e\ C oe.1-,1-o Permit/SF App.#: I ( 3 WOO 4 Address: 1O 1 'N. be '.11?Q Tow Code: 100 City: 0.QPe'-\(n0 Start Time: .Requested by: ti(;ke V • Hours: • A Reported to: (1):N/c, U of(Company Name): t.t) Op \ i�` Structural Steel Welding Inspection Report Collected certified mill test reports and verified against material heat numbers. See attached list. Checked welder qualification papers for the following individuals(Name and ID#): Name: SQ:v\ El'-i-: cw\a ID# S=1 1 Name: ID# ' • ' Name: ID# Name: ID# • Name: ID# Name: 11)1i Checked WPSs and verified welding parameters. Verified proper electrode storage. Verified proper preheat- Visually inspected joint preparation�- and/or fit-up: I�/Performed continuous/constantr- ❑ Performed periodic visual inspection of the in-progress welding performed by 111 qualified • welder(s)using the T('Pak...) process with T-'1 VI- Cs- electrodes. ❑ Performed visual inspection ofwelding previously completed without special inspection. . . ' Weldmentgconsist of: - 03V /=ince rJ;'\C 4, `E: I P t N. 7 tV1n4Y. cI�- -riyct,tle ( *I i=-j 1ci-k Lc,4. 5/ col bJAl\°t CLAL. r n -1e 1,310xgi 4,e0vl CCM'c6*-cnr,, . Y,--i- Pa,-1:a1 dc,f3(0.-'0•r (�sGOVL Liz,\o\ s _co., !q) {,Jiax0? 8eQ,rr. coQ,+,Cr-\.CC-in i 04 1.eur'\ 9 1 k.'\C! \2 f \A ' C)C—.5 in ET)c(mc„C55. -I 'i .! A ks 'i ❑ Final acceptance is pending written approval or corrective action as noted. 0 See attached RFI. r. 0 All non-compliance items were brought to the attention of at the job site. • t' Ndies: y 0 Showup;0 Stand-by time;0 Job Cancelled;0 Re-inspection: Hours: . The work ❑/ was❑t�was not inspected in accordance with the 0 Building Department or El OSA or'0 OSHPD approved documents. The work inspected Lamer 0 did not meet the requirements of the ElBuilding Department or ❑ DSA or 0 OSHPD approved documents, J ❑ except as noted above. Drawings its ON- Dated 0 City 0 County ❑DSA 0 Shop ' i' Inspector: --A--i O- \ 1-\pi.h0 ca:>I e 7_ P t � � Certification#(5 1129-a j Date: (II• i'D' 17 - Received by: Date: 'Corporate Office—2811 Teagarden Street—San Leandro,California94577—(510)835-3142—FAX(510)834-3777 www.Testino-Enoineers.com , 4 a . 6' 1 /' lig TESTING ENGINEERS, INC. D F 1 L Date: / • 15 17_ DSA File#: DSA App.it: Project No.: rl`,I2.1 OSHPDNo.: Project Name: Lime) C. h -, -}Cr-'n Permit/SF App.'#: 0(? (-)(0 Va Address: 1(4S tki' f, A,r)+Q Tow Code: )V) S \07 City: Kit na..1.',n0 Start Time: Requested by: y\I)11 e ' - Hours: Reported to: lnO;y e V of: .40 OeO '0-C1 Reinforcing Steel (180), Concrete (107) and Post-Tensioning Report (144) -Q. Inspected the placement of-VI-reinforcing steel;❑tendons; ❑AB's; ❑HD's;0 tie downs(180) at the following locations: — (1,?;I;ft c. Ori eaele m ).1._, P-; r) c .\L..)4 / F 1-i -\\14 U /' ❑ Inspected the stressing operations(144)and recorded elongations(on file at TE1 office)for the following location(s): Performed❑continuous 0 periodic inspection at batch plant(123)operations for materials and checked loads leaving plant. .121 Performed continuous inspection of the placement of©-concrete(107); 0 non-shrink grout(168) ❑Concrete Sample Only(147) _❑/ Monitored loads arriving at the jobsite for correct mix and proper slump. _Inspected placement operations and vibrating procedures. 0 Performed_Unit weight tests.( ) ❑ Performed_air entrainment tests • )J ]Performed ! slump test(s)(U-t/4 , , , )and cast I set(s)of compression test specimens( 5 ea.) Sample# C1.1OQtrA , , , -,for Concrete Mix# 5(7-13LI t.-U11L from(supplier) 7SG d ,specified strength 14 Qi; 1O ,air %,and slump 7 inches for concrete placed at — Pod.t,pps. rt-1 t1 ',.,2, 3\14 RAI. , Ctni1 „ 1n 11 foriA: ,q r,\ I :rt e0, — Ru 7/t5 - _ Total cubic yards placed: k I. ❑ Final acceptance is pending written approval or corrective action as noted. 0 See attached RFI. ❑All non-compliance items were brought to the attention of at jobsite. Notes: i ❑ Showup;0 Stand-by time;0 Job Cancelled; ❑Re-inspection;Hours: , The work 12.was 9 was not inspected in accordance with the Building Department or DSA or OSHPD approved documents. • The work inspected e met 9 did not meet the requirements of the Building Department or DSA or OSHPD approved documents ❑ except as noted above. Material sampling was 9 was not 0 N/A performed in accordance with the Building Department or DSA or OSHPD approved documents. 'j Drawings 4 k 1,)t"-1 tN.O,15 Dated /C�City❑County 0 Shop •fJ1� Inspector:Jay rky . k .-- —.1.-.—,Cr Certification#<�1-)'ZQ<. Date: to- IC., - 7 Received by: Date: ;; Corporate Office—2811 Teagarden Street—San Leandro,California 94577—(510)835-3142—FAX(510)834-3777 1i www.Testine-Ennineers.com 1 i_ ' 0 IL TESTI G ENGINEERS, I '. (� (- , 2 Date: 7 i ( - I '1, DSA File#: i .. -„40111111111t h , • '41 . Project No.: CC , - - OSHPD No.: Project Name: C: LiAi-%;rZ-r- ,N 0 /-1.4-,;-7-f? Permit/SF App.#: If OGrOO 3S Address: /n i7.,c- n/O• :�lzi..-V A &4ow Code:. /&L) City: r C/f_.c?/tet.; C; Start Time: Requested by: Hours: Reported to: .b4,,,) !- -i7 iTht c i---L s. r?t of: C7-&cicT V C C LAX 7t Reinforcing Steel (180), Concrete (107) and Post-Tensioning Report (144) • 0.Inspected the placement°fen_reinforcing steel;0 tendons;0 AB's;0 HD's;0 tie downs(180) at the following locations: -sem'., -r,-/r (t. i'->ir)C^A.E7. re-. /R Cr:1Ali✓;n--Yz; Lc)Fti.C_ %•��,.t'rr:1.2. r,ifiCC A 7--- •/- Arll \ A.... .T Th -i c.-- (''-,ACr.%FLr r^- w i 2,4i3'4-"iJC. (-1. ,ant i%.. , 4 ' ?v ce,i), C- t.NL_' r.."7 , (' 1 .? C.t A-)(=• ..i? ., RC ❑ Inspected the stressing operations(144)and recorded elongations(on file at TE1 office)for the following location(s): Performed 0 continuous❑periodic inspection at batch plant(123)operations for materials and checked loads leaving plant. • ❑Performed continuous inspection of the placement of 0 concrete(107);0 non-shrink grout(168) 0 Concrete Sample Only(147) 0 Monitored loads arriving at the jobsite for correct mix and proper slump. 0 Inspected placement operations and vibrating procedures.,❑Performed_Unit weight tests.( ) 0 Performed_air entrainment tesis ( ) ❑Performed slump test(s)( , , , )and cast set(s)of compression test specimens( ea.) Sample# , , , ,for Concrete Mix#, from(supplier) ,specified strength ,air %,and slump inches for concrete placed at • Total cubic yards placed: D Final acceptance is pending written approval or corrective action as noted. 0 See attached RFI. ❑All non-compliance items were brought to the attention of • at jobsite. Notes: 0 Showup;0 Stand-by time; 0 Job Cancelled; 0 Re-inspection;Hours: The work awes 0 was not inspected in accordance with the Building Department or DSA or OSHPD approved documents.. The work inspected Q_met 0 did not meet the requirements of the Building Department or DSA or OSHPD approved documents ❑except as noted above. Material sampling 0 was 0 was.not❑N/A performed in accordance with the Building Department or DSA or OSHPD approved documents. • Drawings iN ? 1 c ! t.--c( net/ .r�!/�}-j •i^ /i -Dated C'% ' ( rci�]City❑County❑.Shop '* Inspector: l' %,;'' c1 .,.., it', l t f, Certification r%•t;//=�C:,�,rl Z? L�j Date: v Received by: Date: . Corporate Office-2811 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 www.Testinq-Enoineers.com r2 Fl TESTING ENGINEERS, INC. E �- Date: {-, • 2 - /! DSA File#: DSA App.#: Project No.: ,C' ( ;) ti OSI•IPD No.: Project Name: (-(o'-c 1 ( -Yc% 4 w:,. Permit/SF App.#: i i(i 1, OD Address: !O MS- PLO Jr. I)- 4,,-cc_ R(.,.) , Tow Code: /rt 7 City: [ ..ire 1 f P. Start Time: J :601,- Requested 4: GUn- Requestedby: `Fl 1... I; 5. ID_ lithe: .. Hours: /r Reported to: i1rh 5C of: c .( . .t. v • Reinforcing Steel (180), Concrete (107) and Post-Tensioning Report (144) Inspected the placement of ,�rcinforcing steel;❑tendons; ❑AB's;❑ HD's;El tie downs(180) at the following locations: h 1 1 f.3 / 1 lUt 1'\C,^'/r:'r� !'� .,_��:,1'\'r^l Ac..._(�t1 .Y��;i./:r•,.ir— l (l,( ,'�-.{ , -L Le," '/! ' ❑Inspected the stressing operations(144)and recorded elongations(on file at TEI office)for the following location(s): • • Performed❑continuous❑periodic inspection at batch plant(123)operations for materials and checked loads leaving plant. Performed continuous inspection of the placement of Q concrete(107);❑non-shrink grout(168) ❑,Concrete Sample Only(147) LJ Monitored loads arriving at the jobsite for correct mix and proper slump. ti Inspected placement operations and vibrating procedures. 0 Performed Unit weight tests.( ) ❑Performed_air entrainment tests ( ) b Performed I slump test(s)(2 fiu , , , )and cast I set(s)of compression test specimens( C'ea.) Q Sample# !�>i 1 � I ,for Concrete Mix#3 70 /2 ‘''uric) r 4 from(supplier) If-, C ,specified strength 5 CVL' ,air %,and slump inches �+ ( it for concrete placed at ^ c' 4I1;,r.ix) t..�'! �` 5.rr^ • Total cubic yards placed: `j-- ' ❑ Final acceptance is pending written approval or corrective action as noted. ❑See attached RFI. 0 All non-compliance items were brought to the attention of at jobsite. Notes: • 0 Showup;❑Stand-by time;❑Job Cancelled;0 Re-inspection;(lours: The knrklUA was❑ was not inspected in accordance with the Building Department or DSA or OSHPD approved documents. The work inrpectedl met❑did not meet the requirements of the Building Department or DSA dr OSHPD approved documents ❑ except as noted above. Material sampling 0 was 0 was not❑ N/A performed in accordance with the Building Department or DSA or OSHPD approved documents. Drawings 71 i .r.J t • Dated l,%-'/ '/7 Ri City 0 County❑ Shop (I7� :I . 7 - / 7 Inspector: ..Ei it A ! )o v c M t t / Certification# /( DLJ : //n Date: - - / Received by: Date: Corporate Office-2811 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 www.Testing-Enoineers.com ED ALE TESTING ENGINEERS, INC. 6 z r z Date: t • 26 ' IZ DSA File#: DSA App.#: Project No.: 2 3 OSHPD No.: Project Name: 4-\0-kc1 ( ee, \-(.t,a Permit/SF App.#: \\O(9OO 9 Address: 101(04) .N. Q(1 i1t•17 Q- Tow Code: INIO City: ,J0e,;-\;n0 Start Time: • Requested by: vrv'1,'t e. 'd Hours: Reported to: df 'J.I,a Y of: .tQ OC.QCCTn Reinforcing Steel (180), Concrete (107) and Post-Tensioning Report (144) -u' Inspected the placement of greinforcing steel;❑tendons;❑AB's;0 HD's;❑tie downs(180) at the following locations: - c A-4-€ NN ( o>e.r;.,n.:\ 4-\ ( tea 1 ; ,P S k5 - l5 5/(3'S. 7 - C3 c:3- 1 ❑ Inspected the stressing operations(144)and recorded elongations(on file at TEI office)for the following location(s): Performed 0 continuous 0 periodic inspection at batch plant(123)operations for materials and checked loads leaving plant. ❑ Performed continuous inspection of the placement of❑concrete(107);0 non-shrink grout(168) ❑Concrete Sample Only(147) 0 Monitored loads arriving at thejobsite for correct mix and proper slump. ❑ Inspected placement operations and vibrating procedures. 0 Performed Unit weight tests.( ).❑Performed_air entrainment tests • ( ) 0 Performed slump test(s)( , )and cast set(s)of compression test specimens( ea.) Sample it , , , ,for Concrete Mix#' from (supplier) ,specified strength ,air %,and slump inches for concrete placed at Total cubic yards placed: 0 Final acceptance is pending written approval or corrective action as noted. 0 See attached RFL ❑ All non-compliance items were brought to the attention of atjobsite. : Notes: ('I�r epl ••(-C-\, (' 0 1 �' : ' {a•n 5, 0,. t L'E fqv 1 �2 yQ-Ct O pt n: io Pai Jl,cv I-\-n ,. n.rn1 O, r ; !'1Qlie& • ❑ Showup;❑Stand-by time; ❑Job Cancelled;0 Re-inspection;Hours: The work Q was❑ was not inspected in accordance with the Building Department or DSA or OSHPD approved documents. • The work inspected®met❑did not meet the requirements of the Building Department or DSA or OSHPD approved documents 0 except as noted above. Material sampling Q was❑ was not❑ N/A performed in accordance with the Building Department or DSA or OSHPD approved documents. Drawings Q,tt)P-'U v Dated All City" ❑ County❑ Shop Inspector: �-�t7,^k I ('t'•^•Q A(")4e" \- Certification# \17� �3 Date: ty'2.5- 1 7. Received by: Date: Corporate Office—2811 Teagarden Street—San Leandro, California 94577—(510)835-3142—FAX(510)834-3777 www.Testing-Engineers.com • •Asa' 'ec ✓r :;: _ , a DSA File.# WM OWTI•'e�TI��7.I•"1��PI�I'I.'�g I�� 1 DSA Appl. #. x, •f-ii.;Y;;' DSA LEA# 33 • : OSHPD # Permit# 8 (O sI 1; Pro'ect No.: Project Name: i„•1 o . • 4-- 0 - bate;;':. ?.-_. : ' Project Address': 0f � QQ �nzoCity: Ho 7Si,;':- .. . . • Work Location: . .g} Jobsite ❑ ShopIVlil'.es}' 17"'' o ii. od ..• "kifeg� Work as Requested by:' olt1LZ Ni • of: t() ,ppmrog ••:c Reported to: :12;;;;.:-.3,:,••3:2i4 :;';: :::.;:: . v of: .. 9 .. .,s . d.ri vai Vii e.. • I e'pa'fjur jn; ; ...._ .. -PA-EPDXIED DOWELS - 125 ❑ EPDXIED ANCHORS - 126 ❑ EXPANSION ANCHORS - 127 ❑Witnessed the drilling of holes of proper diameter and depth. • or ..f -Inspected predrilled holes for proper diameter and depth./ Expiration Date of Epoxy t2�zo.1 -fa-Observed the cleaning of holes and the injection of •� ,'rnP E,On 4P}- Xf epoxy. or the insertion of ' epoxy capsules. -Wi1 tnessed the proper insertion of: city ; ' -ggur .Jt'TjJe ;`:L'er gth' ` rri`ed:: e1c+e 4 Tom. _w Com...., jam .. Ufa- :..,. .... .. : ... _ , .. ..... v .........:..... .. .a.e �.....:..'.�.!..... ...�..'- '. ... ::. i F., t.. Remarks/: • • dotes: 0 Type 0 Do not type ` tl • • • • "he Work . -[ -was 0 was not The Work Inspected rrffii ���et • 'seeded In Accordance with the Requirements of the Building -warn ❑did Approvednot det apartment or DSA Approved Documents The Requirementseof the Building Department or DSA Documents laterial Sampling - -was Li was not 0 N/A ' ' • I arformed in Accordance with Building Department or DSA Approved Documents • Project Architect . General Contractor /Pr— Structural Engineer Building Jurisdiction ignature of Spe rat In .actor a5 e Project Inspector . D` ate DSA Regional Office -_ – i 1 6111513&_________ Pdn i ' • ame& edification Noi • Y' • Corporate Office–2811 Teagarden Street–San Leandro,California 94577–(510)835-3142–FAX(510)834-3777 • }FILEStTElnorfm65 ectal tru ecpon Forms www•Testinq"Engineers-com • P P 1EPoxy�inWwa_0aet07a.tloc y • cp. F1L, • 1.7 TESTING ENGINEERS, INC. • 6zs- 7/2. Date: f ,- a Cl. 17 USA File#: DSA App.#: _ Project#: n r.17 S OSHPD#: Project Name: }lo}el Co.e :n6 Permit/SF App.#: IIfJ(00/C? ?C� Address: I0•1 tfr 1J. he w0.7a Tow Code: IQ(.0 City: (� :o 2 r-: ':.Q Start Time: Requested by: Y''1;tC p v Hours: Reported to: W1.'K e y of(Company Name): 30 f1 Pia Cn:n Structural Steel Welding Inspection Report • ❑ Collected certified mill test reports and verified against material heat numbers. See attached list. • Checked welder qualification papei-s for the following individuals(Name and HA: Name: ID# Name: ID# Name: ID# Name: ID# Name: ID# Name: ID# ❑Checked WPSs and verified welding parameters. Verified proper electrode Storage..Verified proper preheat. Visually inspected joint preparation and/or fit-up. ❑ Performed continuous/constant❑ Perfonned periodic visual inspection of the in-progress welding performed by❑ qualified welder(s) using the process with electrodes. E Performed visual inspection of welding previously completed without special inspection. Weldments consist of: !Al c a4 I.nve t 7 _Cor 012x9(1 Rea, .rm,', -tr Q; \ras-ivt1 r-<nbtoVs 1. :ne-s 02 .E — .9/17 -T - �� 4r- 11r4< aA (/��4CmU ) Levc;.l 14- s Q- <.\. i0 4' t6Pt11rsl fz • l. :, t 5 ! — E z1- -1 • • ❑ Final acceptance is pending written approval or corrective action as noted. ❑ See attached RFI. ❑ All non-compliance items were brought to the attention of at the job site. Notes: • .i ❑ Showup;❑Stand-by time;0 Job Cancelled:❑Re-inspection;Hours: • The work ❑ was❑ was not inspected in accordance with the 0 Building Department or 0 DSA or ❑ OSHPD approved documents. The work inspected❑met❑did nor meet the requirements of the 0 Building Department or 0 DSA or ❑ OSHPD approved documents. • ❑ except as noted above. Drawings . 1 ,;-1 �'- L�r'r •'.O..,ti t-C Dated 12- t - 1)_ EI City ❑ County ❑ DSA. 0 Shop ,R Inspector: Certification it 112 C,C j Date: (. ' ?R. - ‘.7 ti • Received by: Date: e•- Corporate Office—2811 Teagarden Street—San Leandro,California 94577—(510)835-3142—FAX(510)834-3777 -, www.Testino-Ermineers.com TESTING ENGINEERS, INC 7)2,4-2- w )2, )2 Date: - 7 12 \9O DSA File#: SA App.•t', Project#: 5512. ,,U OSHPD#: Project Name: 1-10\e'1 (\aoe rj*;('O Permit/SF App.#: Address: ((j ((6 y3. Oe. tcrIZ.Q. Tow Code: le +,N City: C,A)pey{-y'ft(? Start Time: Requested by: 6f})V2(, \i Hours: Reported to: ItO, )L e. \ of(Company Name): S 0 Op es cry) CMU rMyy Masonry (108) and CMTJ Grout Inspection (168) Report L{I ® Inspected the placement of concrete masonry ❑ brick units for Le'i G\ 2 Col-cc-5 — S • ❑ performed by masons. Total square footage placed: ❑ Cast specimens(Sample# )forjobsite mix Type (specified strength psi) representing mortar placement ❑ for the above 0 for the following II ® Inspected the placement of reinforcing steel(180)for Ns p0. 1i S�•e n9 o\m[1V C Performed❑ continuous❑ periodic inspection of batch plant(123)operations at: ❑ Inspected the❑ high 0 low lift grout placement for ❑ Cast _ (4 min.)specimens(Sample# , • slump ins.)for Grout Mix# from(batch plant supplier) (specified strength psi, slump ins.) representing grout placement 0 for the above 0 for: • ❑ Total cubic yards placed: ❑ Inspected placement of diameter ledger bolts. ❑ Final acceptanceis pending written approval or corrective action as noted. 0 See attached RFI. ❑ All non-compliance items were brought to the attention of at the job site. Notes: • ❑ Showup;❑Stand-by time: ❑Job Cancelled; ❑ Re-inspection;Hours: The work Ef was.❑ was not inspected in accordance with the Building Department or DSA or OSHPD approved documents. The work inspected®met❑did not meet the requirements of the Building Department or DSA or OSHPD approved documents. ❑ except as noted above. Material sampling0.was❑was not❑N/A performed in accordance with the Building Department or DSA or OSHPD approved documents. Drawings 41/2•40C40t CIA '{ Dated 111—City ❑ County 0 Shop Inspector: �-.;q.�,1L i-L E':41Qv'vCkefirCenification# Fri179,ti"� Date: iQ•2 • {? Received by: Date: • Corporate Office—2811 Teagarden Street—San Leandro,California 94577—(510)835-3142—FAX(510)834-3777 www.Testing-Enuineers.com 724_ ED FILE TESTING ENGINEERS, INC. Date: — (.a " ' i L DSA File#: DSA App.#: - Project No.: C-;, / 02. j OSHPD No.: Project Name: ,4!�+e( ��Flj tt/,%U Lermi SF App.#: /10(7CO5 , Address: / o 7 (o•j /1/. 44f,ti'/! l'.9 ow Code: City: C-c.P.r-f- &c, Start Time: f>; t ) Requested by: f:!r fes. V rA- /d r_CA r t `` Hours: H Reported to: � l979� . of: Sr t Cie,"es/ Reinforcing Steel (180), Concrete (107) and Post-Tensioning Report (144) • ❑ Inspected the placement of❑ reinforcing steel;0 tendons;❑AB's; ❑HD's;❑tie downs(180) at the following.locations: • ❑ Inspected the stressing operations(144)and recorded elongations(on file at TEl office)for the following location(s): • Performed❑continuous❑periodic inspection at batch plant(123)operations for materials and checked loads leaving plant. O'f'erformed continuous inspection of the placement of Q concrete(107);❑non-shrink grout(168) ❑Concrete Sample Only(147) [.Monitored loads arriving at the jobsite for correct mix and proper slump. . Orinspectedpl abement operations and vibrating procedures. ❑Performed Unit weight tests.( ) ❑ Performed air entrainment tests ( ) Q•f'erformed 1. slump test(s)( 9 , )and cast ( set(s)of compression test specimens( Sample# 21(I 35..7'7, . ,_ _ _,for Concrete Mix# from(supplier) ,specified strength (n 0 ,air ' %,and slump rt-, _inches for concrete placed at ri 14 r 3 .S4-^ Total cubic yards placed:. ❑ Final acceptance is pending written approval or corrective action as noted. ❑See attached RFI. • 0 All non-compliance items were brought to the attention of at jobsite. Notes: • 0 Showup;❑Stand-by time;❑Job Cancelled;0 Re-inspection;Hours: . The work 017vas❑ was not inspected in accordance with the Building Department or DSA or OSHPD approved documents. The work inspected Ly met❑did not meet the requirements of the Building Department or DSA or OSHPD approved documents 0 except as notedao�v r. ,� Material sampling was 0 was not 0 N/A performed in accordance with the Building.Department or DSA or OSHPD approved documents. Drawings !ftt st is>,,d; Dated F —i� 10C ❑ City❑ County❑ Shop. Inspector /A?... er (..t'�'�— -- Certification# ln7t 43 C- 4i4 Date:• 4 ` -( & f Z- Received b !t`if'-. i h.i / _ ,.• u g rcs.i- Date: r";--- 7 Corporate Office-28i4 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 www.Testino-Enoineers.com 4 TESTING ENGINEERS, INC. FILE Date: — 2. (O / L-. DSA File#: DSA App.#: Project No.: • 53 / .c, 3 OSHPD No.: Project Name: /kite/ C/er tt 4Jv Ag ny SF App.#: /70 6 00 Address: / d ( 6,5 A/, 4.4./ . ow Code: • City: C-C,per-(-tnl0 Start Time: e 00 _ Requested by: Mt kr /�rt/d e ea r t �' Hours: Reported to: • 44in2 of: Sr/J. 0E4 qsi/ Reinforcing Steel (180), Concrete (107) and Post-Tensioning Report (144) 0 Inspected the placement of❑ reinforcing steel;❑tendons;❑AB's;❑ HD's;❑tie downs(180) at the following locations: ❑ Inspected the stressing operations(144)and recorded elongations(on file at TEI office)for the following location(s): Performed 0 continuous 0 periodic inspection at batch plant(123)operations for materials and checked loads leaving plant. . RiClormed continuous inspection of the placement of concrete(107);❑non-shrink grout(168) ❑Concrete Sample Only(147) onitored loads arriving at the jobsite for correct mix and proper slump. A� �nspectedplatement operations and vibrating procedures. 0 Performed_Unit weight tests.( ) ❑Performed_air entrainment tests ( ) t erformed I slump test(s)( A , )and cast ! set(s)of compression test specimens L Sea.) Sample# 2 4[ 3' t ,for Concrete Mix# from(supplier) • ,specified strength 3 no 0 ,air %,and slump t/ inches for concrete placed at c-isa � 7 s-iq! -t-re d S v Total cubic yards placed: 0 Final acceptance is pending written approval or corrective action as noted. 0 See attached RFI. ❑All non-compliance items were brought to the attention of at jobsite. Notes: ❑ Showup;0 Stand-by time;❑Job Cancelled; 0 Re-inspection; Hours: . The work e was❑ was not inspected in accordance with the Building Department or DSA or OSHPD approved documents. The work inspected ❑did not meet the requirements of the Building Department or DSA or OSHPD approved documents ❑ except as noted abov Material sampling was 0 was not 0 N/A performed in accordance with the Building Department or DSA or OSHPD approved documents. Drawings C.-St to hrpi"c/1 Dated !`// (iC, 0 City 0 County❑Shop Inspector: AIL-4C7/-9-/S2: -- It Certification# cl Date: & " 2G- / Z- Received by: ///tc !JarB/rlr�(.i�-- � �j . �.�fi[�/ Date: J�- 2 G �', 7 Corporate Office-2811 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 www.Testinq-Enciineers.com • Ileim TESTING'ENGINEERS' INC1 03 � 72n''rt- Date: C�d7��o bib DSA File#: DSA criApy� ' '— / Project#: %JEf,1 \' OSHPD#: 1 Project Name: ,4/,7177 A/7 ,91 Permit/SF App.#: \ ..s C . a Address: /o//Z" Al. alp /14,2,..1 /31//] Tow Code: City: c L ii:/;i , „,4 Start Time: Requested by: 1 Hours: Reported to: 5/7,q p of(Company Name): •S>Q %.):=V G Jo Non-Destructive Testing Report Performed ❑Shop field .0-Ultrasonic(118, 114, 157) ❑ magnetic particle(119) 0 penetrant(120),testing on [le-Completejoint penetration groove welds❑ Partial joint penetration groove welds❑ flare bevel groove welds. ,e/ 7 . ❑ A total of 5 welds were tested 0 at 1� on /�PO Y f�T.�'..> :<'f J. . ,4!k'eP,7 i with 0 rejectable indications detected 0 at ❑ onr;'a64:"y> '9 `•/3 :J `-`.56.• f Retests were performed on • repaired welds ❑ at 0 on with rejectable indications detected. • O Performed ultrasonic examination on material for laminations limited to inches above and below each moment area; and ❑ A total of areas were examined ❑ at ❑ on with rejectable areas detected. • ❑ HIGH STRENGTH BOLTING INSPECTION(196) ' ❑ Visually inspected and verified the use of specified high strength bolts. - ❑ Verified the tension of diameter ASTM 0 A325 ❑A490 0 high strength bolts 0 tension controlled high strength bolts O with a calibrated torque wrench ( 10%or a minimum of 2 per connection were checked). ❑ using turn-of-the-nut method. _ _.— ---- — ❑ with tension indicator washers • - , on lines -- _ - on floors ------- or assemblies marked ' • 0 Final acceptance is pending written approval or corrective action as noted. 0 See attached RFI. ❑ All non-compliance items were Jbrought to the attention of at the job site. NOTES:te S/p1 f ' v�lJ', d.7 ❑Show-up;❑Stand-by time;❑Job Cancelled; ❑Re-inspection;Hours: The work ®was❑ was not inspected in accordance with the 0 Building Department or 0 DSA or ❑ OSHPD approved documents. - The work,inspected met❑did not meet the requirements of the ❑ Building Department or 0 DSA or ❑ OSHPD approved documents, ❑.except as noted above. . Drawings /11/20 .4.-7:42/14.7.:i.� DatedLi/'Q///,.-� 0 City ' /❑ County ❑DSA ❑ Shop Inspector: '�/r/,!�./ Certification# 22�-t%/'ik • Date: ‘/�'TJI/.- .Received by: . /,/' Date: ' Corporate'Office-2811 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 www.tesfing-engineers.com a • '- J1 Fll[ DSA File .# L� DSA Appl. # MIS y� DSA LEA# 33 TESTING ENGINEERS, •/ C.. 2 OSHPD # • \ / Permit# • Pro ect No.: ect Name: , ., i — Date: ,. 1, . Pro'ect Address: .Gj. s vt • • Ci .no Hours: W. • L. .tl. V, J•• ❑ S .. Miles: • •.lica fon/'ermit/b A/OS - • o. Tow Code: 100 Ins•: ..•mix.) esu Iii Work as Re.uested b : J • *V of: • O •s_ s,. Resorted to: � of: • Schd. Arrival Time: Arrival Time: - De.arture Time: SHEAR WALL INSPECTION-100 0 FLOOR OR ROOF DIAPHRAGM INSPECTION-100 Performed insp of ❑completed 'kin-progress 0 construction of 0 shear wall 0 floor diaphragm 0 roof diaphragm at the following locations- 004 . ea-- ) ;ne3 I -t9/ A- C. - .teotr ceoj Q.09 en . eos in d 1123k t aa- L 'ne 2 Wee 5 - The sheathing material used on the shear walVfloor diaphragm/roof diaphragm. was V1 inches thick and consisted of ilplywood 0 OSB board 0 fiberboard other IMPORTANT(do not type) ❑ Does the sheathing material have an approz WS"spacing at the abutting Joints? 0 YES 0 NO The sheathing material was secured to the framing as follows: Nail/Screw Size Edge Distance Edge Spacing Field Spacing Do/ s2 2 otoad/ t 2 , � -G 12 .. I • 3 CSC i Z"- ad i! Liaal 1+- ()a 12 fOcl -tl%fv OvalfyIt OG 12„ . • The connection hardware used to secure this portion of the lateral force resisting system were 0 hold-downs 0 tension ties ❑ straps ❑ mudsill anchors 0 others NOTES: 0 Type 0 Do Not Type The Work . .9-was 0 was not The Work Inspected .$met 0 did not meet Inspected in Accordance with the Requirements of the Building • The Requirements of the Building Department or DSA Approved Department or DSA Approved Documents Documents • Material-Sampling .was ❑was not 0 WA • Performed in Accordance with BuiiThn0 Department or DSA Approved Documents''r'r..y��/// cc: Project Architect General Contractor . • / ,2(Z-1Z Structural Engineer Building Jurisdiction Signature of,Special1 - d • . `v Date Project Inspector Gl44tk - 4 . •.= c kuga DSA Regional Office Print .1 - &Ce ;cation No. . Corporate Office-2811 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 • www.Testinq-Enoineers.com \TEI-FILE.5aEIFoerslSpedal Inspection Forms?.Shear_Wall.daptuagm_Insp_pamogA0 • a 7 3 �— TESTING ENGINEERS, INC. �' 6 • Date: (Q • ,?, - 7 f[ DSA File#: DSA App.#: Project#: j) o OSHPD#: Project Name: 1..0.1.€ ��;}�.1,y Permit/SF App.#: Address: K)(1;7� J. (> P •nla l� Tow Code: I9(0 City: eV.\:,r,(1 \D Start Time: • Requested by: r y.e v \ Hours: Reported to: ti;Y e"( of(Company Name): 2,n OP.0,C Qv\ Non-Destructive Testing Report Performed ❑Shop ❑Field ❑ ultrasonic(118, 114, 157) ❑ magnetic particle(119) ❑ penetrant(120),testing on ❑ Complete joint penetration groove welds❑ Partial joint penetration groove welds 0 flare bevel groove welds. ❑ A total of welds were tested ❑ at ❑ on with • rejectable indications detected ❑ at ❑ on Retests were performed on repaired welds ❑ at ❑ on • with rejectable indications detected. ' ❑ Performed ultrasonic examination on material for laminations limited to_ inches above and below each moment area; and • 0 A total of areas were examined ❑ at ❑ on with _ rejectable areas detected. .❑ HIGH STRENGTH BOLTING INSPECTION(196) Visually inspected and verified the use of specified high strength bolts. ®-Verified the tension of 1/P,diameter ASTM- .A325 ❑ A490 ❑high strength bolts- -tension controlled high strength bolts ❑ with a calibrated torque wrench ( 10%or a minimum of 2 per connection were checked). ❑ using turn-of-the-nut method. . ❑ with tension indicator washers on lines / - /EN— �•�;nC ( � '1 ��G.fi- l 5/9i.e,ovc.. Leve S Li a: (20Qlc • on floors '1 nd: }not or assemblies marked ❑ Final acceptance is pending written approval or corrective action as noted. ❑ See attached RFI. ❑ All non-compliance items were brought to the attention of at the job site. NOTES: ❑Show-up;❑Stand-by time;0 Job Cancelled;0 Re-inspection;flours: The work was❑ was not inspected in accordance with the Building Department or DSA or OSHPD approved documents. The work nspected.I -met 0 did not meet the requirements of the Building Department or DSA or OSHPD approved documents, ❑except as noted above. Material sam/pling421-was 0 was not❑N/A performed in accordance with the Building Department or DSA or OSHPD approved documents. Drawings G .ur r I'2: - Dated 1�.• (De- - `7 ❑• City 0 County ❑ Shop - Inspector: Cr,.4..L \\94 rfl p 't 7 _II Certification# t'j Date: (0 2 7)- \7_-. Received by: • Date: • Corporate Office-2811 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 www.testing-engineers.com gij TESTING ENGINEERSINC, ' ' 0FIL (_ • Date: (✓•2Q- 12. DSA File#: DSA App.#: Project#: 5512 5) OSHPD#: Project Name: 1•10.A '\ ( or.., \;r ) 9 % Permit/SF App.#: Address: lO{(J—) (J. O!' Ar,7a. OJ Tow Code: IQk) ' • City: rue(' -1 a V Start Time: Requested by: n1;`E P_ NJ \\ Hours: ' Reported to: eil ; It e \I of(Company Name): Sp C ecaeG'n • �7` . Structural Steel Welding Inspection Report • Collected certified mill test reports and verified against material heat numbers. See attached list. Checked welder qualification papers for the following individuals(Name and ID#): Name: ID# Name: ID# Name: ID# Name: ID# . . Name: - ID# Name: ID# • nChecked'WPSs and verified welding parameters: Verified proper electrode storage. Verified proper preheat. Visually inspected joint preparation and/or fit-up. • n Performed continuous/constant n Performed periodic visual inspection of the in-progress welding performed by n qualified welder(s)using the process with electrodes. Performed visual inspection of welding previously completed without special inspection. • Weldments consist of: - Vit- C11e* 5 c 2u-t1 %,a,kol� �r: nlp��: 1 V- . . 1 te•i '. c ect < `;a kW %4'.- • COr • eerrc I F-JPt r)1-1 I :nt- 13.R/1.1.q— S - chi. <�1m l�S) ro\J:.-0 -to e\cMc \ (ft oIchc,1 (0-14,9. . 1 -Yrr C), I..eVeli 7 ?, Li .: ti a. • • El Final acceptance is pending written approval or corrective action as noted. ❑ See attached RFI. El All non-compliance items were brought to the attention of at the job site. Notes: V .4t • .r1• 0 Showup;❑Stand-hy time; 0 Job Cancelled:❑Re-inspection:Hours: .;j 1 The work was 0 was run inspected in accordance with the ❑ Building Department or 0 DSA or.❑ OSHPD approved documents. n The work inspected 0 met 0 did not meet the requirements of the 0 Building Department or 0 DSA or 0 OSNPD approved documents, _ . '.1,.1, 0 except as noted above. 12-QQ,- Drawings 43 t Vr--\-LJ 4 Ol`� Dated n•n " 7 }T1 ['City 0 County ❑DSA 0 Shop Inspector: Q`&.^'-' k•k sr)Qlil7�L-.r Certification 5\ 122 R • Date: (Q G?:'- IL_- •• `t .t Received.by: Date: a ' Corporate Office-2811 Teagarden Street-San Leandro,California 94577-(510)835-3142-FAX(510)834-3777 . ' iir • www.Testinq-Engineers.com . • y.