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V ayl ut ne.A 4q paNelsul IMP Li in °•N .1< 341 paW a am, ! r 07114 #pealuoo , , ..N r• 1eQ pup r. f a al r mum i Sketch Number SSK-7A REV 1 M-En ineerin Project - Store# Project Number « Q) ZARA S TA ANITA 14-1 165cn1 Descriptio Sheet Reference CS IssueiRiev i S-204 FRAMING DETAILS ?4, �II Prepared by Date Drawing Scale �\L�',>y This is pag LMH 29 DECEMBER 2015 1/2" 4 -)3 -- ,---ff---i---i- – >�n , \0 1 II ' � d y I EXIST. FOUNDATION I w \� � I REMOVE AN • REP •CE :LOCK �� mit 6'-0"OPENING c Al ,Nil(-'-'- — ,— z— — • I i 6 - _,._ - -{- - j EXIST. SHEAR r 0" 10" ��`_-� "�� I t_� -, j WALL C15x33.9 x 10'-0" 2 �i �, 3, "' r w J LL (2 — SEE SSK-7C a. 1 J m,u:- a. _, h- AI _ _� ._._}-_._ (6)#6 BAR x FULL _1 4 — HEIGHT. EPDXY W/ HILTI HIT-HY 200 PER MANUFACTURER'S PLAN `'a'r�.d r:gHr N. INSTRUCTIONS �� /'� rsH �:u • 1/2"=1 -0 �'� c. 4U c °� '.� sA C-73666\\ ,, I I12"CMU. CELLS W/REBAR 44 �'I3�'�L GROUT SOLID W/3000 PSI `�J',, *. Cw�� , I1 I NON-SHRINK GROUT "� EXIST. w III ` FOUNDATION ° 0a w IIII ADEQUATELY SUPPORT&SHORE EXISTING PRECAST PLANKS DURING MaiINSTALLATION OF NEW WORK SECTION A-A • REMOVED EXISTING CMU WALL DOWN TO FOUNDATION. • DOWEL(6)#6 BARS x FULL HEIGHT INTO EXISTING FOUNDATION EPDXY W/HILTI HIT-HY 200 W/10" EMBEDMENT. • REPLACE 12"CMU WALL, GROUTING SOLID CELLS CONTAINING REBAR. 750 Brooksedge Blvd. Westerville,OH 43081 Telephone 614.839.4639 . Facsimile 614.839.2222 . 1 ■ Sketch Number SSK-7B REV 1 1i 0p M-Engineering Project Store# Project Number ZARA SANTA ANITA 14-11-165 Description Sheet Reference Issue/Rev S-204 FRAMING DETAILS Prepared by Date Drawing Scale This is page LMH 29 DECEMBER 2015 AS SHOWN I x CIO 1 x x x x I x x 0000 .0000OO O0000 00OOOO1 I I I I I I I I I I NEW I I I I I I I I I 12"CMU \ I I I I I I I , I EXIST.I \r I I I I I 1 121CMU I I I I I I I I I I EXIST. 1 I I I I I I I I CONC. / I I I I I I I I I I COL I II r� I II I I I I 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I E I I I I AL a .. o �' r/RE D_, ! TIEW Mr I. I I :i1 ± REMOVE AND IUI■ I I Q ,..---JEPLACE BLOCK r orm Elki r 1' s #' * '� \?`` I1 II 1 ram I r s C-73666 4 , � , ` , MN NIL —J L ME �I T/S IA:P. EXIST. 11 iv . FOUNDATION -3,„ -_ • --��-,. _.-• Ilik 0 BASE PL. CONN. SEE 2/SSK-7C OPENING ELEVATIO lir A 3/8"=1'-0" 750 Brooksedge Blvd. Westerville, OH 43081 Telephone 614.839.4639 Facsimile 614.839.2222 Sketch Number SSK-7C 'I ', M-Engineering Project Store# Project Number ZARA SANTA ANITA 14-11-165 Description Sheet Reference Issue/Rev S-204 FRAMING DETAILS Prepared by Date Drawing Scale This is page LMH 29 DECEMBER 2015 AS SHOWN 1/2"x4"x4"STEEL TABS I I WELDED TO TOP FLANGE OF BEAM AT 36"O.C. MAX. • Irii i'1/4 TYP. 1/4 r2-12 I IIiI NEW CMU INFILL CONT. 5/16 x 11 3/8" W8x31 BOTTOM PL 0 LINTEL 3/4"=1'-0 „ 8" wit.--: :g N 1/4" .- 2., „ '• • gM CN,,p, y. in N .. C-7366• it r 2" I . * f43 �r\ t ilIt 4. I \...\_c:j ' „';','.4:,;‘%, ,C,„!V 14 -:, ,01., C15x33.9 IIMtl‘' N 1/4 V • 5/8"THICK BASEPLATE • FASTEN W/1/20 THREADED ROD,HILTI HIT-HY 200 W/ 6" EMBEDMENT • CHANNEL TO BE TIGHT AGAINST CMU 0 BASE PLATE 3/4"=1'-0" 750 Brooksedge Blvd. Westerville, OH 43081 Telephone 614.839.4639 Facsimile 614.839.2222 Sketch Number SSK-7D '1 /' M-Engineering Project Store# Project Number ZARA SANTA ANITA 14-11-165 Description Sheet Reference Issue/Rev S-204 FRAMING DETAILS Prepared by Date Drawing Scale This is page LMH 29 DECEMBER 2015 AS SHOWN 4 B 3/16 D b b 12" CMU (2)3/4"DIA. 0 A325-N BOLTS I I .1., � I `Mi ii W8x31 Ilrh III a r 1 1 O i CONT. 5/16 PL. -t SEE 1/SSK-7C ��„I frI 5/16"SHEAR i IN wC� ��__;� TAB L HILTI 1/20 HUS-EZ x 3" I I I l I I! EMBEDMENT AT 32"O.C. �__� — MAX. CENTERED IN CMU /+ .!`mow``�^Y S./ B VIEW S-B4� ` 3h1yQ C 15x33.9 P`"' 1 `' C 0 LINTEL CONN. 1/2"=1'-0" , 47 � l it ciVIk• 4 rc 10116 PL 1/2x12x4'-2" 3/16 (2)3/4"DIA. A325-N BOLTS W8x31 ��: CONT. 5/16 PL. I� . SEE 1/SSK-7C 10" EMBED 5/16" SHEAR TAB 5 1/2" INA 5 1/2" (8)3/4"O THREADED ROD Lc EPDXY W/HILTI HIT-HY 200 VIEW C-C W/10" EMBEDMENT PER 0 LINTEL CONN. IN STR MANUFACTURER'S 1/2"=1'-0" 750 Brooksedge Blvd. Westerville, OH 43081 Telephone 614.839.4639 Facsimile 614.839.2222 e Sketch Number SSK-7E '' I' M-Engineering Project Store# Project Number ZARA SANTA ANITA 14-11-165 Description Sheet Reference Issue/Rev S-204 FRAMING DETAILS Prepared by Date Drawing Scale This is page LMH 19 JANUARY 2016 AS SHOWN -______11 II II oil EXIST 12" CMU in NEW 12"CMU GROUT CMU SOLID AT DOWEL W/3000PSI o NON-SHRINK GROUT N #5 DOWEL AT 16" 0.0. BOTH SIDES OF OPENING ] ...* - ,,,,,*%I. �gH Y NEW 9 � 12"CMU } - C-73666 1 1 �v '*'III* i 4` 0 I V AV . pap, Ifs _ 6" I 1h'11` i — #5 BAR. GROUT CELLS SOLID W/3000PSI — — NON-SHRINK GROUT 0 N — Alltqlri T/SLAB . 1 #5 DOWEL EPDXIED WITH 6" EMBEDMENT W/HILTI HIT-HY 70 INTO 41110 OPENING INFILL GROUTED EXIST. CMU TOP&BOTTOM 3/4"=1'-0" 750 Brooksedge Blvd. Westerville, OH 43081 Telephone 614.839.4639 Facsimile 614.839.2222 , • ngineering,Inc. Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 4 0 0 Westerville,Ohio 43081-2820 ,-, . - N 1:_a, Fax: 614-839-2222 i * Project . c),- ror,). ki ,„..1 Job No. I,4 1? ; .,,V, Sht of - 0,.7,.. I. M•Engineering, Inc. \-' Client: Date: '•4-a, .;:.-Ot .:, By: Emphasis on Excellence u-L-40,_ O I c-DO O 1 , , LP\1\\\& ""\-07?11\'‘CI, ,'' 1 () ..)':.:,1 _§. I 111/1111 4 c,,,',,i,' K-\?,:fS k:::1 LL -93 -Fs-'''(,.:, .7- ..'. .()(,),3"?%A 0,4-S7 -C-0(4\;,-,0 t 472- t•tL.?)1;.,:`,.4,..‘ („,\.,PoeiVa r,---? - c::;C,(..y.,)1-3,,, ": ‘., w, P---- Cil 16 34) fper' 4' 0,--46 ''' '.3.T- 'Y' : i'?(.1") -,,''-‘k Y 29 c A000 :: 1.14 ..__ i ? M AJA (-(.. V '; (f -TAC.5-:\ 'IS 1 "2 a 5 ft ii4 I q 7 (S 0 C 3,0 - I O D ))q 7.1 ,,,,5 --,- I g (-394 -A. 4",,v:,9,v,H. •":1,,,......s'414Ar 044;2 i'cil,i,'4,,,,,,,,,,,,,,:i>.; No% „*.el c - C 7366. is a.' t 1, 0 4 \I CI 1- I 16114.- Y -C4. f- 7:y.))1( ,C.4..)ei. 4? 1167`116 C IV 41,,Fi 1%0 . la 4/ Illitit _ M•Engineering, Inc. Structural, Mechanical,Electrical&Industrial Engineers 4o 0 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 Project -Za r0_- L. 6,Alldci Job No 14 11 11(0 Sht of M•Engineering, Inc. Client: Date: '<s , f' By: "t r, Emphasis on Excellence ', 1 0 `t U :• 12 11 Cv1 u G-Z6 t 'ti) Al 2,°' 3. c: =�,s q. A ?p t. $ , r 3.52- -c'&::: 6 ti,C Vm ,..7) -('' '''. )2'7 L ‘4,0,43,,c 6 Ali �a (\yI /,/ y b ill C, ' 'C n1 / 2(QcO/3 : BtD'{" e, `: 4.3 r) y 4 34booaK " ._ti,. A)9 4e0 ** rC1 NI gbz,c, [a .1' ;, 73s?' �r _ f� pp �a t A Qv�' Z3, 5-6X L? v 1 4'34 C ` 0, `' :. .00Yi4t14 -k ,, j t,ic! '4000)( I _ Q. / , Al z ,, * 244- t, W ,t). x 1Jt;4ZSr VID (Leib - C-Ci--) ci • ,.o V,,,, M•Engineering, Inc. Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 4o Westerville,Ohio 43081-2820 Fax: 614-839-2222 Project:-Zgal Avuzi-!.A. Job No. VOI (( Sht of M•Engineering, Inc. j Client: Date: 1212 ..)f,P: By: Emphasis on Excellence (1%1 7 \ _ 4 19A I .;3 144. IV\ 111000 35 ti o ex> , 114' ObO Czt-tte )4 lj ,>t) c) .- 2.3)(1z 41,1611,1Doc, z.3.,5BIt'2 -7, 2 )tp. 2-.; 04-0 2' ‘tt?D I S ) /2,1 24 24 , -49 or 3 t.ekke t lce 4 .(„0,4(- kroc_, (La) 62 t 6 M•Engineering, Inc. Structural,Mechanical, Electrical&Industrial Engineers 4o 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville,Ohio 43081-2820 Fax: 614-839-2222 Project: A0,,c; :',4 Job No. 14 11 tiQc Sht of M•Engineering, Inc, Client: Date: r By: ..f Emphasis on Excellence a)00 t ti t< r INV .?.la '', ., � , °, , t ','.,eJ IOW. sue' 24 111 r I=i1`T1 www.hilti.us Profis Anchor 2.6.1 Company: Page: 1 Specifier: Project: Zara Santa Anita Address: Sub-Project I Pos.No.: 14 11 165 Phone I Fax: I Date: 12/29/2015 E-Mail: Specifier's comments: 1 Input data ,'I T ' Anchor type and diameter: HIT-HY 200+Rebar A 615 Gr.60#6 Effective embedment depth: hef,act=10.000 in.(hef,rimit=-in.) ,—""'" Material: ASTM A 615 GR.6O Evaluation Service Report: ESR-3187 Issued I Valid: 7/1/2015 I 3/1/2016 Proof: Design method ACI 318-08/Chem Stand-off installation: eb=0.000 in.(no stand-off);t=0.500 in. Anchor plate: l%x ly x t=11.625 in.x 25.000 in.x 0.500 in.;(Recommended plate thickness:not calculated Profile: no profile Base material: cracked concrete,3000,fc'=3000 psi;h=12.000 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no Geometry[in.]&Loading[Ib,in.lb] X sivi t § ■ cd to ' . t dp ..� Sr wyp '� r! •'' K { ' f 4 „F t.4 'f "4 1„4,,:-.441,,,,f:' ^ r ' Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti Is a registered Trademark of Hilti AG,Schaan 1■■II1.:111.1I www.hilti.us Profis Anchor 2.6.1 Company: Page: 2 Specifier: Project: Zara Santa Anita Address: Sub-Project I Pos.No.: 14 11 165 Phone I Fax: I Date: 12/29/2015 E-Mail: 2 Proof I Utilization (Governing Cases) Design values[lb] Utilization Loading Proof Load Capacity j3N/j3v[%] Status Tension Concrete Breakout Strength 39000 39342 100/- OK Shear - - - -/- - Loading pN Dv Utilization 13N,v[%] Status Combined tension and shear loads - - - - - 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti Is a registered Trademark of Hiltl AG,Schaan , Table 10-10-inch(254-mm)Single Wythe Walls,13/8 in.(35 mm)Face Shells(nonstandard) 10a: Horizontal Section Properties(Masonry Spanning Vertically) Grout Mortar Net cross-sectional properties" Average cross-sectional propertiesB Unit spacing(in.) bedding An(in.2/ft) In(in.4/ft) Sn(in.'/ft) Aa„g(in.2/ft) I„,„,(in.4/ft) Say,(in.'/ft) ran,(in.) Hollow No grout Face shell 33.0 566.7 117.8 50.4 635.3 132.0 3.55 Hollow No grout Full 50.4 635.3 132.0 50.4 635.3 132.0 3.55 100%solid/solidly grouted Full 115.5 891.7 185.3 115.5 891.7 185.3 2.78 Hollow 16 Face shell 76.2 736.8 153.1 82.0 759.7 157.9 3.04 Hollow 24 Face shell 61.8 680.1 141.3 71.5 718.2 149.2 3.17 Hollow 32 Face shell 54.6 651.8 135.4 66.2 697.5 144.9 3.25 Hollow 40 Face shell 50.3 634.8 131.9 63.0 685.0 142.3 3.30 Hollow 48 Face shell 47.4 623.4 129.5 60.9 676.7 140.6 3.33 Hollow 72 Face shell 42.6 604.5 125.6 57.4 662.9 137.7 3.40 Hollow 96 Face shell 40.2 595.1 123.6 55.7 656.0 136.3 3.43 Hollow 120 Face shell 38.8 589.4 122.5 54.6 651.8 135.4 3.45 10b:Vertical Section Properties(Masonry Spanning Horizontally) Hollow No grout Face shell 33.0 566.7 117.8 48.8 626.4 130.2 3.58 Hollow No grout Full 33.0 566.7 117.8 50.4 635.3 132.0 3.55 100%solid/solidly grouted Full 115.5 891.7 185.3 115.5 891.7 185.3 2.78 Hollow 16 Face shell 74.3 729.2 151.5 90.0 788.9 163.9 2.96 Hollow 24 Face shell 60.5 675.0 140.3 76.3 734.8 152.7 3.10 Hollow 32 Face shell 53.6 648.0 134.6 69.4 707.7 147.1 3.19 Hollow 40 Face shell 49.5 631.7 131.3 65.3 691.4 143.7 3.25 Hollow 48 Face shell 46.8 620.9 129.0 62.5 680.6 141.4 3.30 Hollow 96 Face shell 39.9 593.8 123.4 55.6 653.5 135.8 3.43 Hollow 120 Face shell 38.5 588.4 122.3 54.3 648.1 134.7 3.46 Table 11-12-inch(305-mm)Single Wythe Walls,11/2 in.(38 mm)Face Shells(nonstandard) lla:Horizontal Section Properties(Masonry Spanning Vertically) Grout Mortar Net cross-sectional properties" Average cross-sectional propertiesB Unit spacing(in.) bedding An(in.2/ft) In(in.4/ft) Sa(in.3/ft) Aa,g(in.2/ft) Ia g(in.4/ft) Saw,(in.3/ft) ra,,g(in.) Hollow No grout Face shell 36.0 929.4 159.9 57.8 1,064.7 183.2 4.29 Hollow No grout Full 57.8 1,064.7 183.2 57.8 1,064.7 183.2 4.29 100%solid/solidly grouted Full 139.5 1,571.0 270.3 139.5 1,571.0 270.3 3.36 Hollow 16 Face shell 90.2 1,265.2 217.7 97.5 1,310.4 225.4 3.67 Hollow 24 Face shell 72.1 1,153.3 198.4 84.2 1,228.5 211.4 3.82 Hollow 32 Face shell 63.1 1,097.3 188.8 77.6 1,187.5 204.3 3.91 Hollow 40 Face shell 57.7 1,063.7 183.0_ 73.7 1,163.0 200.1 3.97 Hollow 48 Face shell 54.1 1,041.3 179.2 71.0 1,146.6 197.3 4.02 Hollow 72 Face shell 48.0 1,004.0 172.7 66.6 1,119.3 192.6 4.10 Hollow 96 Face shell 45.0 985.4 169.5 64.4 1,105.7 190.2 4.14 Hollow 120 Face shell 43.2 974.2 167.6 63.1 1,097.5 188.8 4.17 lib:Vertical Section Properties(Masonry Spanning Horizontally) Hollow No grout Face shell 36.0 929.4 159.9 55.8 1,049.2 180.5 4.34 Hollow No grout Full 36.0 929.4 159.9 57.8 1,064.7 183.2 4.29 100%solid/solidly grouted Full 139.5 1,571.0 270.3 139.5 1,571.0 270.3 3.36 Hollow 16 Face shell 87.8 1,250.2 215.1 107.5 1,370.0 235.7 3.57 Hollow 24 Face shell 70.5 1,143.3 196.7 90.3 1,263.1 217.3 3.74 Hollow 32 Face shell 61.9 1,089.8 187.5 81.7 1,209.6 208.1 3.85 Hollow 40 Face shell 56.7 1,057.7 182.0 76.5 1,177.5 202.6 3.92 Hollow 48 Face shell 53.3 1,036.3 178.3 73.0 1,156.1 198.9 3.98 Hollow 96 Face shell 44.6 982.9 169.1 64.4 1,102.7 189.7 4.14 Hollow 120 Face shell 42.9 972.2 167.3 62.7 1,092.0 187.9 4.17 M•Engineering,Inc. Structural,Mechanical,Electrical&Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 4o Westerville,Ohio 43081-2820 Project Job No. 1411 Sht of M•Engineering, Inc. Client: Date: 12,17:',-7 By: - Emphasis on Excellence 614-839-2222 •In) w (HO -;-4A3/ oC) -7' 4. 2 k..1.Q. G'751 073S C),/it 000 b4u to ?5.-c- 7( 1011c!V/oco z a A r, vv\ CO 1L2 1 L? Li = (8) 5/4 4, 4Z-NA Li El6s33,c1 CLLVVt , • Nur STEEL BEAM DESIGN (AISC 14th Edition) 4 I 0 Project: Zara^'Santa Anita Client: Project No 14 11 165 M-Engineering Design by: LMH I Chk by: I I Sht No. I Date 12/29/15 Element: CMU lintel--SERVICE Sect Type 1 W Axis Strong A 9.12 in2 I 110 in4 Section W8x31 Method ASD Wt 31 lb/ft Z 30.4 in3 Span, L 5.25 ft UDL 4.730 k/ft Fy 50 ksi S 27.5 in Unbraced, Lb 5.25 ft ULL 1.68 k/ft E 29000 ksi r 3.47 in ...:........ Usage RF-Plaster Point Load Partial Uniform Load-DL Design Checks ap (ft) PDL(k) PLL(k) aw(ft) wa(k/ft) bw(ft) wb(k/ft) Actual Allowable M 22.19 < 76 ok 29% V 16.91 < 46 ok 37% AOL 0.03 < 0.11 ok 24% Au. 0.01 < 0.11 ok 9% Partial Uniform Load-LL ATI 0.03 < 0.11 ok 33% aw(ft) wa(k/ft) bw (ft) wb(k/ft) Analysis RL RR M DL 12.50 12.50 16.40 LL 4.41 I 4.41 5.79 TL 16.91 16.91 22.19 30 Lp 7.14 ft Non-Compact Flange 0 20 .�� i�- _�.__ _ i� { E = -I Lr 24.78 ft Compact Web Z Zo • n l ��H . °gym -WWI i.W .� �9 � O�rCr� GS .rS .GGl�i. AO 111 20 m LA IIII.liIIILbIlIiIIGh9IIbIIll -20 0.02 IP RINiquill;$4111 0 0 -0.02 OH : dIIHLIIiIhIIk!I::IllllI Structural • Mechanical • Electrical • Technology 750 Brooksedge Blvd., Westerville, Ohio 43081 • 614-839-4639 614-839-2222 Fax www.mengineering.us.com STEEL BEAM DESIGN (AISC 14th Edition) Project: Zara "'Santa Anita 0 Client: Project No 14 11 165 M-Engineering Design by: LMH I Chk by: I I Sht No. I Date 12/29/15 Element: CMU lintel -- ULTIMATE Sect Type 1 W Axis Strong A 9.12 in2 I 110 in4 Section W8x31 Method LRFD Wt 31 lb/ft Z 30.4 in3 Span, L 5.25 ft UDL 4.730 k/ft Fy 50 ksi S 27.5 �n Unbraced, Lb 5.25 ft ULL 1.68 k/ft E 29000 ksi r 3.47 in Usage RF-Plaster Point Load Partial Uniform Load-DL Design Checks ap (ft) PDL(k) PLL(k) aw(ft) wa(k/ft) bw(ft) wb (k/ft) Actual Allowable M 28.94 < 114 ok 25% V 22.05 < 68 ok 32% ODD 0.03 < 0.11 ok 24% ................. ALL 0.01 < 0.11 ok 9% Partial Uniform Load-LL An 0.03 < 0.11 ok 33% aw(ft) wa(k/ft) bw(ft) wb(k/ft) Analysis RL RR M DL 15.00 15.00 19.68 LL 7.06 7.06 9.26 TL 22.05 22.05 28.94 40 Lp 7.14 ft Non-Compact Flange z Lr 24.78 ft Compact Web 20 uJ 0 -20 20 q1111111111111119111 O � �li bay _v �® �� -40 o , E h lE! 0.04 0.02 PRISME 1 LLJ -0.02 Structural • Mechanical • Electrical • Technology 750 Brooksedge Blvd., Westerville, Ohio 43081 • 614-839-4639 614-839-2222 Fax www.mengineering.us.com • TEKLA Project Job Ref. Tedds Zara—Santa Anita 14 11 165 M Engineering Section Sheet no./rev. 750 Brooksedge Blvd. Channel at Lintel 1 Westerville,OH 43081 Calc.by Date Chk'd by Date App'd by Date LMH 12/30/2015 STEEL COLUMN DESIGN In accordance with AISC360-10 and the ASD method Tedds calculation version 1.0.05 Un U) d T T� -► in a3. Z T T �-3.4"—►� Column and loading details Column details Column section C 15x33.9 Design loading Required axial strength Pr= 17 kips (Compression) Moment about x axis at end 1 Mx, =0.0 kips_ft Moment about x axis at end 2 Mx2=0.0 kips_ft Maximum moment about x axis Mx=max(abs(Mx,), abs(Mx2))=0.0 kips_ft Moment about y axis at end 1 My, =0.0 kips_ft Moment about y axis at end 2 My2=0.0 kips_ft Maximum moment about y axis My=max(abs(My,), abs(My2))=0.0 kips_ft Maximum shear force parallel to y axis Vry=0.0 kips Maximum shear force parallel to x axis Vrx=0.0 kips Material details Steel grade A36 Yield strength Fy=36 ksi Ultimate strength F.=58 ksi Modulus of elasticity E=29000 ksi Shear modulus of elasticity G=11200 ksi Unbraced lengths For buckling about x axis Lx=32 in For buckling about y axis Ly=32 in For torsional buckling LZ=32 in Project TEKLA Job Ref. Tedds Zara—Santa Anita 1411 165 Section Sheet no./rev. M Engineering 750 Brooksedge Blvd. Channel at Lintel 2 Westerville,OH 43081 Cale.by Date Chk'd by Date App'd by Date LMH 12/30/2015 Effective length factors For buckling about x axis Kx=1.00 For buckling about y axis Ky=1.00 For torsional buckling Kz=1.00 Section classification Section classification for local buckling(cl. B4) Critical flange width b=bi=3.400 in Width to thickness ratio of flange =b/tr=5.231 Depth between root radii h=d-2 x k=12.120 in Width to thickness ratio of web kw=h/tW=30.300 Compression Limit for nonslender flange ?rf_c=0.56 x 4(E/Fy)= 15.894 The flange is nonslender in compression Limit for nonslender web kne_c= 1.49 x J(E/Fy)=42.290 The web is nonslender in compression The section is nonslender in compression Slenderness Member slenderness Slenderness ratio about x axis SRx= Kx x Lx/rx=5.7 Slenderness ratio about y axis SRy=Ky x Ly/ry=35.6 Reduction factor for slender elements Reduction factor for slender elements (E7) The section does not contain any slender elements therefore:- Slender element reduction factor Q=1.0 Compressive strength Flexural buckling about x axis(cl. E3) Elastic critical buckling stress Fex=(1t2 x E)/(SRx)2=8774.8 ksi Flexural buckling stress about x axis Fcrx=Qx x(0.658°xxFy/Fex) x Fy=35.9 ksi Nominal flexural buckling strength Pnx=Fcrx x A9=359.4 kips Flexural buckling about y axis(cl. E3) Elastic critical buckling stress Fey=(7t2 x E)/(SRy)2=226.3 ksi Flexural buckling stress about y axis Fcry=Qy x (0.658QyxFy/Fey) x Fy=33.7 ksi Nominal flexural buckling strength Pny=Fcry x A9=336.8 kips Torsional and flexural-torsional buckling (cI. E4) Elastic torsional buckling stress Fez=[it2 x E x CW/(Kz x L5)2+G x J]/(A9 x 1'2)=315.0 ksi Torsional/flexural-torsional elastic buckling stress Fet=(Fex+Fez)/(2 x H) x [1 -'1(1 -4 x Fex x Fez x H/(Fex+Fez)2)1 Fet=314.0 ksi , •h• TEKLA Project Job Ref. • Tedds Zara—Santa Anita 14 11 165 M Engineering Section Sheet no./rev. 750 Brooksedge Blvd. Channel at Lintel 3 Westerville,OH 43081 Calc.by Date Chk'd by Date App'd by Date LMH 12/30/2015 Torsional/flexural-torsional buckling stress Fcrt=QZ x (0.658QZ"Fy!Fet) x Fy=34.3 ksi Nom.torsional/flex-torsional buckling strength Pnt= Fcrt x Ag=343.1 kips Allowable compressive strength (cl. El) Safety factor for compression Qc= 1.67 Allowable compressive strength Pc=min(Pnx, Pny, Pnt)/Qc= 201.7 kips PASS- The allowable compressive strength exceeds the required compressive strength t I10IIL6TI www.hilti.us Profis Anchor 2.6.1 Company: Page: 1 Specifier: Project: Zara Santa Anita Address: Sub-Project I Pos.No.: 14 11 165 Phone I Fax: I Date: 12/29/2015 E-Mail: Specifiers comments:LINTEL CONN TO CONC COL. 1 Input data 0 _ F -I mszri Anchor type and diameter: HIT-HY 200+HAS 3/4 1,, Effective embedment depth: het,act=10.000 in.(het,limit=-in.) Material: 5.8 Evaluation Service Report: ESR-3187 Issued I Valid: 7/1/201513/1/2016 Proof: Design method ACI 318-08/Chem Stand-off installation: eb=0.000 in.(no stand-off);t=0.500 in. Anchor plate: Ix x ly x t=50.000 in.x 12.000 in.x 0.500 in.;(Recommended plate thickness:not calculated Profile: no profile Base material: cracked concrete,4000,fc'=4000 psi;h=16.000 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no Geometry[in.]&Loading[Ib,in.lb] z 14-6 5,5 5 _.-5 1`10%; ','''/It k,',41 oi ....---r-- �J H `fi ,ti fi . Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hiltt is a registered Trademark of Hilti AG,Schaan t 4 I�II�TI www.hilti.us Profis Anchor 2.6.1 Company: Page: 2 Specifier: Project: Zara Santa Anita Address: Sub-Project I Pos.No.: 14 11 165 Phone I Fax: I Date: 12/29/2015 E-Mail: 2 Proof I Utilization (Governing Cases) Design values[lb] Utilization Loading Proof Load Capacity 13N/pv[%] Status Tension Concrete Breakout Strength 14700 20779 71/- OK Shear Concrete edge failure in direction y+ 22000 38479 -/58 OK Loading pN [3v Utilization ON,v[%] Status Combined tension and shear loads 0.707 0.572 5/3 96 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti Is a registered Trademark of Hilt!AG,Schaan _,A w'nm, 410.7p.'m e,- rh. .'�...ollt--v ,i� s-w��a,,.si'�,"ni:4 vi, k.:: a.i.,41'; E't,f:. sWt"!cf r. 4r �,ar>'a.��-w`m-*'mro°otkgat.w,, _°,. .'!...i .'4,41',''w Eaton Corporation „ i : :r :ile 45 Crpor Circ �; 54 �� Worldwide Tel:(803)481 3131 1 yw 7 Fax:(803)481-6698 Pow-R-Command Lighting Control System ti Verification of Work Performed � ' r4 !y�T, 0 Job Number: ZARAE0032 On-site Contact: r Technician: Rick Ramsey On-site Contact Phone: 11 Site/Job Name: Eaton ZARA - Trip Start Date: 3/28/2016 Location(City, Arcadia CA 91007 Trip End Date: 3/30/2016 1 The following items were completed: 7 Programming of Eaton PRC system(customer's specified configuration)was completed og g 4 System was tested and is operational II(User training was conducted(attach training participant log), ',0: li Customer given PRC-E manual download li , www.eaton.com/lightingcontr► Itff r , , ' Please provide an explanation if any of the above items were not completed during the commissioning visit: , fi aT i`t� „An a ` G it t'rg. Y S5 } g Technician Signature: A „ A /,�/`.`i✓ Date: . -- L ? / - / tn 1,!,-, 4 i Work was performed as indicated above&is accepted: Yes El No , ow If"no",please provide details of any exceptions: 4 • 1, 4 Authorized Signa re: di(l �� Date: Z c /C- l if Print Name: (2- T r1, Btn 1:Take control away from the Tyco input logic; the rest of the buttons are locked out unless this button is active. Will shut off Zones A and B by default unless user turns them on via buttons 4 and 5. Btn 4:Turn on Zone A, if Btn 1 is active, otherwise no function. Btn 5: Turn on Zone B, if Btn 1 is active, otherwise no function. Btn 2: General lighting on/off-general lighting is not defined as a group in the panel schedule. Should it be the following circuits that have a description of Sales Floor General Lights: LP1:21, 23 LP2:23, 67 If so, behavior will be that these lights turn on if Btn 1 is active, otherwise no function. Btn 3: Walk-through lights-these are controlled by motion sensor already. What do you want the interaction of these lights with the switch to be? Ignore motion sensor and run via switch? Does this present a safety hazard? Phone (818) 957-2759 DICK N1 GRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 Date REGISTERED INSPECTOR'S DAILY REPORT ,,,2 !1 I / c./ TYPE OF ❑ Reinforced concrete ❑ Structural Steel Assembly ❑ Gunite INSPECTION ❑ Post Tensioned Concrete ❑ Welding Eflpoxy REQUIRED ❑ Reinforced Masonry U Spray-Applied Fireproofing ❑ Other Job Address City •+', eie . ,✓ /1/ 6)/i/m/ ,4,',---- Al,E' A1 1)/id Job Name /� , Permit No Issued By Zt4t R fa `�;s f I s ji / ..�i, , A 1pj 4%13 --e,.;+0 ;*2, L. /-141A,4 0,r` Type of Structure Architect Material Description (type, grade, source) Engineer 1 ,111- 6 A-16,7,/.ii c' X' ,c-'/ )fir Contractor /4/‘,./ i, ,./i i T /-// ,,K'!t 4,45' i1 !I-, (1 n/.5%, fr?1-.€, , Inspector(s) Name Subcontractor s' kr"4c.// •. C EN/ .7 ''. l,2•JA's iv TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY r' 4/1,11 t C 1-, /-lc f.6 1)114 • / ,4 n1') /c" e• rIJL:SC,,/1 it' N'1 A'er,<AI(7 L, r?/-1 r) ( i /Vie-` e 6 K / 5 (- 0 7 e.))f:Y 9v'/1/417/ /,,21 11 ;/f- t�`..C-; I�.S /Al �S N�IC 7 izif A--)C- L�' I CERTIFICATION OF COMPLIANCE PAGE / OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE SECTIONS OF / "be,, er, I c-7 -»- THE GOVERNING BUILDING LAWS. All inspections based on a minimum of 4 hours 8 d r "113-8 hour minimum. ATURE OF REGISTER INSPECTOR / 'J'" / 27 41 ;3 / /(.161 Approved (/i'L SPECIALTY NUMBER AGENCY .�/ project Supervisor i AR ti k. il oia November 4, 2015 4svn.r.,.� A.Rn.r S�110.1 01Q� �4"'Attt,....4e p To Whom It May Concern: City of Per the California Building Code, section 3002.4a, the Arcadia Fire Department J has exempted Zara, located at 400 South Baldwin Ave, from all emergency medica Arcadia service requirements for their elevator. Sincerely, Fire / Department ,/ 7.4". Mark Krikorian Fire Marshal Kurt Norwood Fire Chief 710 South Santa Anita Avenue Arcadia,CA 91006 (626)574-5100 (626)446-7410(fax) www.ci.arcadia.ca.us H - e CERTIFIED TEST, ADJUST, AND BALANCE REPORT DATE March 29,2016 PROJECT Zara ADDRESS 400 South Baldwin Ave. Arcadia, CA 91007 ARCHITECT N/A ADDRESS PHONE/FAX ENGINEER N/A ADDRESS PHONE/FAX HVAC CONTRACTOR Vision Mechanical ADDRESS 19069 Van Buren Blvd.#114-841 Riverside, CA 92508 PHONE/FAX NEBB TAB FIRM Hartmanaire ADDRESS P.O. Box 2495 Corona, CA 92878 PHONE/FAX 951-479-6855 / 949-215-1001 NEt B� He TABLE OF CONTENTS SECTION I -PROJECT INFORMATION CERTIFICATION 1 NEBB'S CERTIFICATE 2 WARRANTY 3 INSTRUMENTS 4 ABBREVIATIONS 5 SECTION II - UNIT REPORTS CEILING UNIT DATA 6 EXHAUST FAN(EF)DATA 10 SECTION III -AIR DISTRIBUTION REPORT AIR DISTRIBUTION(IN/OUT)REPORT FOR UNITS 11 SECTION IV-OTHER DATA MECHANICAL PLAN 20 Ng eft A H - CERTIFICATION PROJECT Zara ADDRESS 400 South Baldwin Ave. Arcadia, CA 91007 THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF SYSTEM PERFORMANCE AND WAS OBTAINED IN ACCORDANCE WITH NEBB STANDARD PROCEDURES. ANY VARIANCES FROM DESIGN QUANTITIES WHICH EXCEED NEBB TOLERANCES ARE NOTED THROUGHOUT THIS REPORT. THE AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED&BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB"PROCEDURAL STANDARDS FOR TESTING, ADJUSTING BALANCING OF ENVIRONMENTAL SYSTEMS"AND THE PROJECT SPECIFICATIONS. NEBB TAB FIRM REG. NO. 3060 CERTIFIED BY Arthur J. Hartman DATE 3/29/2016 (Air Tab Supervisor) THE HYDRONIC DISTRIBUTION SYSTEMS HAVE BEEN TESTED&BALANCED AND FINAL ADJUSTMENT HAVE BEEN MADE IN ACCORDANCE WITH NEBB"PROCEDURAL STANDARDS FOR TESTING,ADJUSTI BALANCING OF ENVIRONMENTAL SYSTEMS"AND THE PROJECT SPECIFICATIONS. NEBB TAB FIRM REG. NO. CERTIFIED BY DATE (Hydronic Tab Supervisor) SUBMITTED&CERTIFIED BY: NEBB TAB FIRM HARTMANA/RE TAB SUPERVISOR Arthur J. Hartman REG. NO. 3060 SIGNATURE,ter- iSited„eak, DATE 3/29/2016 �r)Y i fT3ar'oi. e L: ARTHUR J. HARTMAN CERTIFICATION 3060 fa. Exp. 3/37/16 I r al to 1 drOn+Cc--=‘1 P 4 v \ r tk tri to o 1 k - :. _�. to ct co 0'x- lr -et Z w o �' Vg N n o ! .-JJA VII 0 I cZC' Z 4' 1•14"al• . Olt VJ i °)..., %,,, 4.44 _ laij = E b" 4......, In, ...„, , 1:4 , . ( _r) ;zi p._, szt - r,,,, iz: il. r4, 4-4, : w ., } „:..4,.. pz r . N * 1-3 `1) ni a. ,, d ` o a- a ,„..;,, it.40 0 Iti*,, . ,,, et c tri f` P. '',, °r1 4 0 o m • H . , e PO Box 2495 Corona, CA 92878 951-479-6855 Warranty PROJECT: Zara —Arcadia, CA Warranty of Services Hartmanaire warranties the TAB work for one year from the date of this report. Hartmanaire reserves the right to correct errors or omissions in the collection of data. The Warranty covers Balancing Issues. Off Season Testing: Typical balance report covers testing and balancing of all scheduled equipment, regardless of the outside air temperature. An Off Season test will generally cover temperature measurements Balancing Issues: Any balancing issues or concerns that arise, Hartmanaire will return to the site any time during the warranty period. Systems will be rechecked and verified that tested items adhere with the reported test date, AT NO CHARGE. Warranty Procedures For all warranty items Balancing Issues, Hartmanaire requires a written request. The written request should be specific on the areas of concern, such rooms, or equipment, and the type of issue the occupants are having. Once written notification is received Hartmanaire will schedule a Technician. It is recommended that an Owner, or Architect, or Engineer be on site at that time. Voided Warranty and Additional Charges If a complaint issue is due to a mechanical equipment failure, control or maintenance related, the return trip maybe subject to a service charge, not covered under warranty. Hartmanaire reserves the right to resolve any TAB issues. If a third party or competing Test&Balance/Commissioning firm test or adjust any equipment, all project warranty is voided. (This is typical standard for the Mechanical industry, as Manufacture, Mechanical and Control Contractor voids all warranty when a competing firm test or manipulates their systems.) Any return trip to the job site is subject to a service charge and a purchase order will be required before returning to the job site. Document Archiving An electric file of all test documents will be kept on file until the end of the Warranty period. During that time an electronic copy of the test date will be provided a no charge. Any additional hard bound copies requested will be subject to a fee. Building owner should retain all documentation for future reference. All documentation pertaining to this project will be destroyed in accordance with our record retention schedule. 3 H e INSTRUMENT ENT(-u.i6RATIOti FUNCTION MINIMUM RANGE ACCURACY I RESOLUTION I INSTRUMENT INFORMATION I Calibration interval date Rotation measurement 0 to 5000 rpm it 2%of reading t 5 rpm Name/Type Digital Tachometer I (6 Months) 'Manufacture 8 Model Extec Instuments Serval No. L735549 IT_ 10/31/2015 Temperature Measurement I i Air -40 to 240°F ii 1%of reading 0.2°F INameType Digital Tachometer (6 Months) Manufacture 8 Model Extec/421307 Serial No. 631249 10/31/2015 Immersion -40 to 240°F ',.t 1%of reading I 0.2°F Name/Type Digital Tachometer (6 Months) Manufacture 8 Model Extec/39240 Serial No. 3034 1 10/31/2015 Contact -40 to 240°F I t 1%of reading l 0.2°F 'Name/Type Digital Tachometer I (6 Months) Manufacture&Model Extec/421307 Serial No. 631249 10131/2015 Electrical Measurement - Aods AC 0 to 600 VAC I It 2%of reading! 1.0 Volt e g I Manu/Tw .. - Fluke 1 VoR-Amp Meter _o. (6 Months) -- 1 ill 10/310015 Amperes 0 0 100 Amps �t 2�d reeding] 0.1 Ampere Manufacture 8 Model 333 Serval No. B 9E+07 ^9 Air Pressure Measurement 0 to 10.00 in w.g t 2%of reading 0 01 in.w. 51 M.w. 'Name/Type Air Flow Meter (6 Months) _... S g 10/31/2015 Manufacture&Model Shorted e/850 Serial No. M00187 Air Velocity Measurement 50 to 2500 fpm t 5%of reading 20 1pm I Name/Type Vain Anemometer (6 Months) Manufacture&Model Airflow/LCA6000 Serval N o. A13562 _ 10/31/2015 (Not For Picot tube traverses) { a Humidity Measurement ii 10 to 90%RH 2%RH 1% Name/Type Check-it Superheat-Humidity Set i (6 Months) Manufacture 8 Model CHECK IT 0628 Serial No. 40950 I 10/31/2015 Direct Reading Hood 100 to 2000 cfm I t 5%of reading Digital-1 cfm 'Name/Type Air Flow Meter 1 (6 Months) Analog-Not applicable Manufacture 8 Model Shortridge/850 Serial No. M00187 10/31/2015 Picot Tubes(2 required) 18'minimum I not applicable Not applicable Name/Type Dwyer Not Required adequate length for intended use 1 'Manufacture 8 Model 18/38/50' Serial No. NA Hydronic Pressure Measurement --�- -30'hg to 60 psi I t 2%of reading -�-- 0.5 psi Na e/Type 8 Model Compoun190/150003&Pressure re 1X587 Sepal No. 1771 II 10/31/2015 M nths) (Pressure Gauges) • 0 to 100 psi t 2%of reading 1.0 psi I Name/Type Pressure Gage 0 to 100 (6 Months) 'Manufacture&Model USG 190/ 1X599 Serial No. 3452 I 10/31/2015 I 0 to 200 psi It 2%of reading II 2.5 psi Name/Type Pressure Gage 0 to 200 ' (6 Months) Manufacture&Model USG 190/150003 1X630 Serial No. 1774 I 10131/2015 • --i f r ----g----- 2- ding---- 9-.....— /Type W -a--e� ----- I- Months) --.... Hydronic Differential Pressure I 0 to 100 in.w.g. 3 2%of reading 1.0 in.w g. Name/Type Water Meter I Differential Manometer (6 M Measurement 0 to 100 ft.w. t 2%of reading 1.0 ft.w Manufacture 8 Model Turb-O-Flow/DP2 Serial No. 2973 I 10/31/2015 4 H - e P 0 Box 2495 Corona, CA 92878 951-479-6855 ABBREVIATJO\S ACT - Actual AK - Free Area Factor AHU - Air Handling Unit CD - Ceiling Diffuser CER - Ceiling Exhaust Register CFM - Cubic Feet per Minute CR - Ceiling Return Register D.B. - Dry Bulb DD - Direct Drive DDC - Direct Digital Controls: EMS Control System for the HVAC DL - Drum Louver DNL - Data Not Listed EF - Exhaust Fan EMS - Energy Management System ERU - Energy Recovery Unit ENT - Entering FH - Flowhood(Measures CFM Directly SO FPM and AK factors are not required). FPM - Feet per Minute GPM - Gallons per Minute H.P. - Horsepower LVG - Leaving MBH - 1,000 BTUH NA - Not Available/No Access NVL - No Valid Location O.S.A. - Outside Air P.D. - Pressure Drop R.A. - Return Air REQ - Required RPM - Revolutions per Minute RTU - Roof Top Unit S.A. - Supply Air S.F. - Service Factor S.P. - Static Pressure SWS - Side Wall Supply SWR - Side Wall Return TAB - Test,Adjust,and Balance TSP - Total Static Pressure Traverse - CFM readings take in at a point in the ductwork VAV - Variable Air Volume;box that contains a motorized damper that modulates airflow W.B. - Wet Bulb W.G. - Water Gauge 5 a H - . e Ni 0 PACKAGE ROOFTOP / HEATPUMP / AC UNIT REPORT PROJECT ZARA LOCATION 400 SOUTH BALDWIN AVE.,ARCADIA, CA FAN NAME r CI SERVICE 2ND FLOOR 2ND FLOOR 2ND FLOOR 2ND FLOOR LOCATION ROOF ROOF ROOF i ROOF MANUFACTURER TRANE TRANE TRANE TRANE MODEL# WSD240 WSD240 WSD150 WSD180 SERIAL# 155110104D 155110092D 1155110134D 155110126D DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM TOTAL FAN 8000 8085 8000 8050 5000 5020 6000 T 6005 RETURN AIR 6725 6785 6815 6845 4175 4180 5125 5110 OUTSIDE AIR 1275 1300 1185 1205 825 840 875 895 STAT PRES DISCHARGE .72 .69 .75 .63 SUCTION .58 .60 .60 .60 A- ESP 1.2 1.30 1.2 1.29 1.4 1.35 1.2 1.23 � i I MOTOR FAN MANUFACTURER MARATHON N ! MARATHON MARATHON MARATHON 1 - I 5 VOLTAGE HORSEPOWER TAG ER 460 480 460 480 460 480 460 480 PHASE 3 3 3 3 3 3 3 3 AMPERAGE 8.8 8.8 8.8 8.8 6.3 6.0 6.3 7 6.1 RPM/SPEED 3470 3470 3470 3470 3450 3450 3450 3450 SERVICE FACTOR 1.15 1.15 1.15 1.15 DRIVE MTR SHEAVE SIZE 1VP50X1 1/8 1VP50X1 1/8 1VL40X7/8 1VL40X7/8 % CLOSED 60% 60% 40% 40% FAN SHEAVE SIZE BK160X1 BK160X1 BK140X1 3/16 BK140X1 3/16 FAN RPM DNL-840 DNL-845 DNL-840 DNL-850 CENTER TO CENTER TENSION PULLEY TENSION PULLEY TENSION PULLEY TENSION PULLEY BELT SIZE/#OF BX77-1 BX77-1 BX71-1 BX71-1 NOTES: 6 . H e 1141rEie 0 rte• PACKAGE ROOFTOP / HEATPUMP / AC UNIT REPORT PROJECT ZARA LOCATION 400 SOUTH BALDWIN AVE.,ARCADIA, CA I ® -1-- _..-®.. ® _ FAN NAME SERVICE - BREAK ROOM 1ST FLOOR 1ST FLOOR 1ST FLOOR LOCATION ROOF ROOF j ROOF ROOF MANUFACTURER TRANE TRANE TRANE TRANE MODEL# 4WCY4036 WSD240 WSD240 WSD180 SERIAL# 15054N3F9H 155110068D 155110080D 155110116D DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CF M TOTAL FAN 1050 1079 8240 8155 8310 8170 5940 5975 RETURN AIR 900 924 , 7055 6955 7125 6965 5.065 5075 fi OUTSIDE AIR 150 155 1185 1200 1185 1205 875 900 STAT PRES DISCHARGE .36 .60 .69 J .70 SUCTION .30 .59 .60 .56 ESP .7 0.66 1.2 1.19 1.2 1.29 1.2 1.26 MOTOR FAN MANUFACTURER DNL MARATHON MARATHON MARATHON HORSEPOWER 1/2 1/2 5 5 71/2 71/2 5 5 VOLTAGE 208 208 460 480 460 480 460 480 PHASE 1 1 3 3 I 3 3 3 3 AMPERAGE 4.3 4.0 8.8 8.8 8.8 8.8 6.3 6.0 - RPM/SPEED DNL HIGH 3470 3470 3470 3470 J 3450 3450 SERVICE FACTOR TP 1.15 j 1.15 1.15 DRIVE MTR SHEAVE SIZE DIRECT DRIVE 1VP50X1 1/8 1VP50X1 1/8 1VL40X7/8 CLOSED DIRECT DRIVE 60% 60% 40% FAN SHEAVE SIZE DIRECT DRIVE BK160X1 BK160X1 BK140X1 3/16 FAN RPM DIRECT DRIVE DNL-840 DNL-845 DNL-850 CENTER TO CENTER DIRECT DRIVE TENSION PULLEY TENSION PULLEY TENSION PULLEY BELT SIZE/#OF DIRECT DRIVE BX77-1 BX77-1 BX71-1 NOTES: 7 H . e Pik Et TO PACKAGE ROOFTOP / HEATPUMP / AC UNIT REPORT PROJECT ZARA LOCATION 400 SOUTH BALDWIN AVE.,ARCADIA, CA FAN NAME ! ® - STORAGE STORAGE STORAGE SERVICE 01-A 01-A 01-A STORAGE LOCATION STORAGE MANUFACTURER TRANE TRANE TRANE TRANE MODEL# BCHD054B BCHD054B BCHD054B BCHD036B SERIAL# T15M62539 115M62537 T15M62538 T15M62535 DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM TOTAL FAN 1800 1800 1750 1780 1800 1775 1400 4 1400 RETURN AIR 1800 1800 1750 1780 1800 1775 t 1180 1170 OUTSIDE AIR 220 230 rt STAT PRES DISCHARGE .56 .55 .57 .56 SUCTION .40 .42 .41 .40 ESP 1.0 0.96 } 1.0 0.97 1.0 0.98 1.0 0.96 MOTOR FAN MANUFACTURER DNL DNL { DNL DNL HORSEPOWER 1 1 1 1 1 1 1 1 VOLTAGE 208 208 208 208 208 208 208 208 PHASE 1 1 1 1 1 1 1 1 AMPERAGE 7.7 5.9 7.7 6.1 7.7 6.0 7.7 6.8 RPM/SPEED 1500 1040 1500 1040 1500 1040 2000 1532 SERVICE FACTOR TP TP TP TP DRIVE MTR SHEAVE SIZE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE %CLOSED DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE FAN SHEAVE SIZE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE I DIRECT DRIVE FAN RPM DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE CENTER TO CENTER DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE BELT SIZE/#OF DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE NOTES: 8 r H - e PACKAGE ROOFTOP I HEATPUMP / AC UNIT REPORT PROJECT ZARA LOCATION 400 SOUTH BALDWIN AVE.,ARCADIA CA FAN NAME nHU-s 1 � SERVICE STORAGE LOCATION STORAGE t MANUFACTURER TRANE MODEL# BCHD036B SERIAL# T15M62536 DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM TOTAL FAN 1400 J 1410 RETURN AIR 1180 1185 — OUTSIDE AIR 220 225 STAT PRES DISCHARGE .58 SUCTION .40 ESP 1.0 0.98 MOTOR FAN MANUFACTURER DNL HORSEPOWER 1 l 1 _ VOLTAGE 208 208 PHASE 1 1 , AMPERAGE 7.7 6.9 — RPM/SPEED 2000 1532 SERVICE FACTOR TP DRIVE MTR SHEAVE SIZE DIRECT DRIVE %CLOSED DIRECT DRIVE FAN SHEAVE SIZE DIRECT DRIVE FAN RPM DIRECT DRIVE CENTER TO CENTER DIRECT DRIVE BELT SIZE/#OF DIRECT DRIVE NOTES: 9 H - e 144a EXHAUST FAN REPORT PROJECT ZARA-400 SOUTH BALDWIN AVE., ARCADIA, CA FAN DATA FAN NUMBER (EF i) FAN NUMBER FAN NUMBER Location ROOF Service JANITOR/TOILETS Manufacturer GREENHECK Model Number G-080-VG-6-X Motor Mfr. VARI GREEN Motor H.P./RPM .17-300-1750 Volts/Phase 115- 1 F.L.Amps/S.F. 2.45-TP Motor Sheave Diam x Bore DIRECT DRIVE `)/0 Closed DIRECT DRIVE Fan Sheave Diam x Bore DIRECT DRIVE No. Belts/Size DIRECT DRIVE TEST DATA DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM 225 1 232 Fan RPM 1550 1750 Motor RPM 1750 1750 Total S.P. 0.5 0.48 Voltage 115 115 Amperage 2.45 1.90 REMARKS 10 t H - e 41 ,3 . INOUT REPORT PROJECT ZARA-400 SOUTH BALDW IN AVE., ARCADIA, CA AREA NO. KIND SIZE AK DESIGN PRELIM ' FINAL ' FPM % REMARKS LD I 1X8' 1.00 290 300 0 02-A :.' 300 - - 103/0 02-A CD LD 1X8 290 103/o � 1.00 1 02-A LD 1'X8' 1100 r - - - - � ' ' 1.00{ 290 -- -- 305 � i 1105%1 C2) LD 1'X8 1.00 290 295 102/o L- D 1X8 290 1 290 100/o 02-A ° 02-A LCD tI 300 103%+ 02-A CD L- D 1X8 1 00 290 280 97% ' 02-A LD 1'X8 1 98/o 1.00 290 285 I 02-A s 1 290 285 1 98% LD 1X8' 1.00 /0 290 300 1 103 1 1.00 ° 02-A ! LD ! 1X8 { 290 300 103/0 „ I 02-A 12 L_D 1X8' 1.00 ! 290 290 1.0_0%1.00 1 02-A t3_— 1 , - --- -._--- , --- _. --- -_. ----._ �.. _. %II LD 1 150 155 103/ 02-A <,a� L- D 1X8' 1.00 300 305 102% 02-A CD LD - 1'X8' 1.00 290 280 97% 1 02-A T 16 1.00 290 295+ -__ -- -- 1 %°I 02-A LD 1X8 103 1.00 290 300 .102/ 02-A ,s CD LD 1 X8� 1.00 290 - { 300 l 103%} 02-A C LD 9 I1- 1 - 02-A 1 z° LD 1'X8' 295 102% 1.00 290 02-A 21 LD 1X8 1.00 290 280 I 1 97% 02-A LD 1'X8' 1.00 290 ; 285 1 22 I 98% — za 1 -- _ +--1' 0 100% 02-A LD X8 100 290 290 02-A C 1 LD 1X8 1 1.00 NO 295 I 102% 02-A 25 LD 1'X8' 1 1.00 ' 290 295 _102% 02-A - -I zs LD � ._.1,X8,__ 1.00 i 290 295 102%j 02-A LD 1'X4'- 1.00 150 150 1 100%+ 02-A 29 LD 1'X4' 1.00 150 145 1 97% 8000 8085 , 101%1 REMARKS 11 H - N i4i# INOUT REPORT PROJECT ZARA—400 SOUTH BALDWIN AVE.,ARCADIA, CA AREA NO. KIND SIZE ' AK DESIGN I PRELIM FINAL FPM % REMARKS RTU-2 �_ a 02—A CD LD 1X8' I' 1.00 I I 410 420 102% 02—A C LD 1_X8. 1.00 410 t 101 CD , 410 400 98% 395 02—A LD 1X8 1.00 02—A � LD 1'X8' 1.00 410 96% 02—A C LD 1'X8' 1.00 410 400 98% 02—A C.) LD 1'X8' 1.00 j 410 410 1 4 100% 02—A CD LD ± 1•X8' 1.00 410 f 410 100% 02—A C) LD 1'X8' 1.00 410 415 101%I 02—A 9 LD 1X8' 1.00 420 425 F 101°k �� 440— — I 420 I 440 105%� io LD 1X8 1.00 2 1 02—A LD I 1'X8 } 1.00 --- 420 102% 02—A 410 I 02—A 12_ LD 1'X8' 1.00 , 410 t r 415 101% — — f 02—A CD I LD 1'X8' 1.00 1 410 1 415 101%� 02—A LD 1'X8' 1 00 , 410 400 98% 1 14 410 410 02—A j t5 LD 1'X8' 1.00 410 420 102%I 16 410 415 11010%1 02—A � LD 1X8 � 1 00 02 A LD 1X8 1 00 02—A CD LD 1'X8' 1.00 1 410 430 105% + 410 { 190 46% 02—A I LD 1X 200 0 1 4' 1.00 0 20 105 �_53%° 1 02—A LD 1X4 1.00 /° 100 105 105 i 02—A } zz---- LD 1X4 1.00 100 100 1 100% 23 02—A LD 1X4 1 l 1.00 100 95 95% 8310 --- 8050 C 1 97%° I i I REMARKS 12 Hc e 4 INOUT REPORT PROJECT Z A R A-400 SOUTH BALDW IN AVE.,ARCADIA, CA AREA NO. KIND SIZE r AK DESIGN PRELIM FINAL FPM % REMARKS LD 1X8 1.00 310 315 102%' 02-B � � � 310 - - -- ,�'� � I - i 1 02-B _ LD 1X81 l 1.00 300 97%0°LD 02-B r LD 1X8' 1.00 310 320 103% 02-B J 02-B CD LD 1'X8 1.00 310 310 100% - LD t 1'X8' 1.00 310 315 102% 02-B 2-B LD 1'X8' 1.00 330 330 � 100%� 02-B - 'I (7-7) LD - ..1,X81— 1.00 -- 1 ---- i 103%I p 330 340 103/o o I 2- t 103%} 02-B � LD � 310 I I 320 I 02-B LD 1X8, 1 1.00 310 300 97% �C 310 300 ' 97% 02-B { LD 1'X8' I 1 00 310 � 310 'I '�, 100%02-B 12 LD 1X8 1 00 02-B C LD 1'X8' 1.00 310 315 1102% 02-B C.) LD 1X8 1.00 I 310 310 ' 100% 02-B CD LD 1'X8' 1.00 310 315 ! 102% 02-B CD LD 1'X8' 1.00 310 I 300 97% 5000 5020 100% I I 1 I REMARKS 13 H 414 INOUT REPORT PROJECT ZARA-400 SOUTH BALDWIN AVE., ARCADIA, CA AREA NO. KIND SIZE AK 1 DESIGN PRELIM 1 FINAL FPM % REMARKS RTU-4 340 345 1 101%I 02-B - _ � LD II 1.X8'1 � 1.00 i �, s 3 0 330 97% 02-B LD 1'X8 1001 02-B LD J 1X8 1.00 i 340 335 ; 99% : 5 1'X8' 1.00 3400 1103% 02-B LD 1'X8 1100% 02-B CD LD � I ! 02-B L- D 1'X8' 1.00 340 355 ! 104%` 02-B LD 1X8' 1.00 j 340 340 . 100% 02-B LD 1,X8; 1.00 'Ir 330 340 f 103%it ' 340 330 97/o r_ { t t 02-B L- D 1X8 0 02-B t0 LD 1X8 1 00 ! 340 T 335 99% 02-B " LD 1'X8' 1.00 340 330 97% 02-B L- D 1'X8' 1.00 340 330 L i 970°0° r 02-B C) LD 1'X8 1.00 1 340 350 103%! 02-B 14 LD 1'X8' 1.00 I 340 350 103% LD 11X8, 1.00 340 1, 0 0 02-B 15 LD 1'X8' 1.00 1 1 100/o I 02-B i 97% I '_ 16 --1 _ - 02-B 0 LD 1'X4 1.00 170 175 103% 02-B CD LD 1'X4' 1.00 150 150 1100% 02-B LD 1'X4' 1.00 150 155 103% E - 02-B CD LD 1'X4' 1.00 100 95 ' 9.5% 6000 6005 1100%1 I! BREAK ROOM C D CD 6.. . 52 _ 104%4 { 1 BREAK ROOM CD C- D 10" 1.00 350 360 103%I - t , 1.00 200 - . 355 i 1101% BREAK ROOM CD 8' _- — --- 105% 6" 350 i--- ;i 210 105/° BREAK ROOM CD 10 1 00 BREAK ROOM �� CD 6 1.00 50 52 1 104% BREAK ROOM CD CD 6" 1.00 50 f 50 1100% 1050 ; i 1079 , 1103%j REMARKS 14 H - t e i lA g INOUT REPORT PROJECT ZARA-400 SOUTH BALDWIN AVE.,ARCADIA, CA AREA NO. KIND SIZE AK DESIGN Ili PRELIM I FINAL FPM % ,REMARKS RTU-6 01-A, B LD I X8 1.00 f. 460 450 - 98% 01-A, B I- { LD 1X4 1.00 1 230 225 5 ' 98- --° l II 01-A, B CD LD 1'X8' 1.00 480 470 i 98% 01-A, B CD L- D { 1'X8' 1.00 480 460 1 96% B C LD 1'X8' 1.00 480 480 1100%1 01-A 01-A, B 0 LD 1'X8' 1.00 480 { 460 1 96% I 240 240 I 100% 01-A, B - LD 1X4_ 1.00 1 175 170 • 97% 480 485 101% �o 01-A, B } - LD 1'X8'1 1.00 480 490 - - l+102%I --- - -- LD � 1'X8'- 1.00..... 480 ---_,� 475 98% 01-A, B „ LD 1'X8' 1.00 480 470 01-A, B C) 99% 480 490 102% 01-A, B C) LD 1'X8' 1.00 01-A, B L- D 1X8 1 00 : , — - --- _ II - } _470 t .. 98% 01-A, B L- D 1'X8 1.00 480 460 j 96/o 01-A, B is LD 1X8 1.00 480 470 98% '� I 01-A, B L- D 1'X4' 1.00 230 I 240 104%t 01-A, B CD LD 1'X8' 1.00 460 470 j _i 102% L - 220 230 102% 01-A, B CD L- D 1 X8 1 - _-- - + 22 - _ .00 01-A,B L LD 1'X4' 1.00 225 230 I ; 98% 8240 I 8155 99% I . I I ! I REMARKS 15 H I e t� - INOUT REPORT PROJECT ZARA-400 SOUTH BALDWIN AVE.,ARCADIA, CA __-- AREA 1 NO. KIND � SIZE AK � DESIGN PRELIM � FINAL FPM ', % REMARKS R-<7-7>J-7 i 1 LD 1X4 1 00 4- 01-A, B � � � 150 � 145 97% 01-A, B LD 1'X8' 1.00 430 420 I 98% 01-A, B CD LD 1'X8' 1.00 430 425 99% 01-A, B ' LD 1'X8' 1.00 430 410 95% 01-A, B C LD 1'X8' 1.00 430 415 97% I } 01-A, B LD 1'X8' 1.00 ! 400 405 101% - I -- 01-A, B ' LD 1'X8 400 390 1 00 _-0 i i 198% 01-A,B i e LD 1X8; 400 415 104% 01-A, B 1 00 1 00 400 410 103%'t Cl) i _LD 'LD 1 X8 1' 430 420 X8' 1.00 4 98% I 01-A, B T LD 1'X8' 1.00 430 i I 415 . 97% 1 f t 01-A, B CD LD 1'X8' 1.00 !, 430 430 11.0_0% ,s 430 C 420 ' 98% .X 430 100°lo 01-A, B L- D 1X8' 1 00 � 430 01-A B " LD 1X8 1.00 01-A, B L- D 1'X8' 1.00 1 430 425 99% _ 01-A, B ,s 4.3_0 415 97% 01-A,B LD 1,X8' 1.00 I - , -_ 430 I i 410 I , 01-A, B 1B LD 1X8 1.00 ' 200 190 95% 01-A, B 19 LD + 1'X4' i 1.00 T 100 95 95% 01-A, B L- D I 1X8' 1.00 200 210 105% — 01-A, B f L- D r --1'X8,--t 1.00_ 200 ± - 190 ',H- f 95°%. 1- - 01-A, B 1 01-A, B CD LD 1'X8 1.00 200 1 190 ' ! 95% I 01-A, B I, CD LD 1'X4' 1.00 100 95 95% 01-A, B ' 105 LD 1X4 1.00 100 � 105% 01-A, B zs 100 95 95%1 - LD 1X4' 1.00 --_ -- _- ° -! 1 8310 8170 98% REMARKS 16 N H - K_.r G .a e Nitig INOUT REPORT PROJECT ZARA-400 SOUTH BALDWIN AVE.,ARCADIA, CA AREA NO. KIND 1 SIZE AK ' DESIGN PRELIM FINAL ' FPM % REMARKS 1 01-A CD LD 1X8 1.00 400 l 4_10_ 103%1 01-A -- - ' -- - -.- 98/o -- - s 400 t --- 390 o ° 01-A C LD 1'X8' 1.00 400 385 } 96% 1' LD i 1.00 C LD 1'X4� 1.00 200 190 1 100% 01-A 100/oi 01-A LD 1X8 1.00 400 400 95% ' 1800 1775 99% 01-A RG 18X16 1.00 1800 1775 1 99% r I i_ STORAGE C") SAR-- ' 0.75 I� 350 103% CD 360 1 7- - 5 STORAGE � SAR 18X6 0.75 350 340 1 97% STORAGE ^ SAR 18X6 0.75 355 _ 101 STORAGE � SAR 18X6 0.75 350 I � 350 � 345 ' 99% iI 1400 1400 100% I r } STORAGE C SAR 18X6 0.75 350 355 1 101%'. STORAGE z SAR 18X6 0.75 350 350 100% T { i — - � --- I --_ � - I � 103% STORAGE C SAR 18X6 0.75 350 360 a 345 99% 350 I I SAR 18X6 0 75 1 -- STORAGE 1400 � � 1410 � 101% - {I 4111/ 1 JANITOR CD EG 6"- f . 1 it MENS RESTROOM ! CD EG 6" 1.00 75 78 ' 104% 1 6,. 1.00 75 -_ 77 103% WOMENS RESTROOM EG I` I i � � 103% 225 232 REMARKS 19 li ito,;... .:rr. - ,0 ,i,,,,), ..,,, , ,, oe‘,.'' 4,„ , , * : - ;7 ' , - . , • � E1elPi I I. r/194 f � h ' � i r . ° , .....wiam•-••• •yiam•rigIA. .I., • :.is., is, j Id= sari II. 1,, • ipp I,,,,,, • ,, .414.s..tia IMI...'1 s -- ,..4 I 1:, 1111 ;* :-' -31 � ' ' 0 0 0-t 1. : 1 ! iii '•tow,2 ,. i ._al.,P.1 ' M. iri - ;. .� � :. ( y ,, p impiplt ,...,.. tz r-,61,, ., — illiliwiMillaio ,' ',Ng' ! ,',A(,-. . '- i,;,,M- — ... .1 ", ........,...... .,.,...... ,im INEN-1... i.,, i .. 1 yy r jf; I 9 • III''r4 • 0 :i .. , -,,-,t.:•!,.,.:;r:.',?.:.T.41,-‘i!:‘:.ii.son.4 44.:t r9,:;.'„,Mfir,:',....141 . . *rtilralict, iff.;',.- ' . ' /""' • }ter. .x dli„,„,1,11 e., _ d 44.. XC; '.y'Se , ,. _Vi ? r'F S 'a .0;..lR:r Z . ?r Look for Camera To PDF In the App Store to turn n. ph-'e 1-.'<`c a twiner. 1 : . d Ka 3m�ra .. 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AWaa'.:.. s,,i ri h ,. ,aw f . r�^°N'.*in ii.t %F'e '� 'r If ,a er xI k'�k.l _ .. M:tiV. 'yvy.c -- - f F� } F H /l 1 Fr2✓:.I.V.;' r•.A --7,.'7....%,� r *3 'v.r..4.e A° '.. a ><., J t Y '`Gr' :;;:,:`::31.1,E:'.�'.7.'J `tats x °, ``�'¢�i z.r� , 5:. S f 1 5•''i i t _ i Look for Camera To PDF In the App Store to turn your phone Into a scanner, Field Daily-Report Project# Job Name: Zara #2075 Job Address: 400 S Baldwin Ave, Arcadia, CA Report Date: 03-18-16 Inspector. Larry E Dyers Client: Zara J,.icense# 5114171-48 Bap Date: 06-18-17 Contractor Alain Hirsch License Required for Inspection: _ Contact at Site: Mark Fauchald ICC Concrete Wit# B00-052-92 Jurisdiction Arcadia Offsite?De o Offsite Location: TYPE OF WORK: (check one)F1Reinforced ConcretePPrestressed ConereteCMasonr,Welding Iv other Torque testing Description of Work: _ Arrived at site to do torque testing of HILTI KUH-EZ 3/8" into concrete for attachment of storage racks. Tested 20%+of KH's to 22+ftlbs with calibrated torque wrench #58372. Tested 43 KH-EZ's out of 192. All torque tests were passed. Ref: ESR 3057, Engineer approved drawings detail 2 and notes, manufacturers recommendations DATE TASK# REGULAR O.T. TIME IN TIME OUT 03-18-16 Torque testing 4 0 1 6 00 1200 Inspector Name: Larry E Byers Signature: Approved by: 4, Signature: Mark Fauchald (Print Name) CERTIFICATE OF ACCEPTANCE NRCA-LTI-02-A Lighting Control (Project Name:Zara-Santa Anita I Enforcement Agency:CITY OF ARCADIA (Permit Number:B00-052-291 !Project Address:400 S.Baldwin Ave T-387 I City:Arcadia (Zip Code:91066 1 LIGHTING CONTROL ACCEPTANCE DOCUMENT Automatic Shut-oft Controls: Automatic Time Switch Control and Occupant Sensor Intent: Lights are turned off or set to a lower level when not needed per Section 110.9(a) & 130.1(c). A. Construction Inspection Fill out Section A to cover spaces 1 through 3 that are functionally tested under Section B. Instruments needed to perform tests include, but are not limited to: hand-held amperage meter, power meter, or light meter 1, ivirtomatic Time Switch ControIs Construction Inspection—confirm for all listed in Section& a. All automatic time switch controls are programmed for(check all): F Weekdays F Weekend F Holidays b. Document for the owner automatic time switch programming (check all): F Weekday settings F Weekend settings F Holidays settings F Set-up settings F Preference program setting F Verify the correct time and date is properly set in the time switch F Verify the battery is installed and energized F Override time limit is no more than 2 hours F Occupant Sensors and Automatic Time Switch Controls have been certified to the Energy Commission in accordance with the applicable provision in Section 110.9 of the Standards, and model numbers for all such controls are listed on the Commission database as Certified Appliance and Control Devices Occupancy Sensor Construction Inspection—confirm for all listed in Section I3 F Occupancy sensors are not located within four feet of any HVAC diffuser F Ultrasonic occupancy sensors do not emit audible sound 5 feet from source �� [•� California Advanced Lighting �° Controls Training Program This is page 1 of 3 CERTIFICATE OF ACCEPTANCE NRCA-LTI-02-A Lighting Control Project Name:Zara-Santa Anita Enforcement Agency:CITY OF ARCADIA Permit Number:B00-052-291 'Project Address:400 S.Baldwin Ave T-387 I City:Arcadia 'Zip Code:91066 B. Functional Testing of Lighting Controls For every space in the building, conduct functional tests 1 through 5 below if applicable. If there are several geometrically similar spaces that use the same lighting controls, test only one space and list in the cells below which"untested spaces" are represented by that tested space. EXCEPTION: For buildings with up to seven (7) occupancy sensors, all occupancy sensors shall be tested. (NA7.6.2.3) D. Evaluation fv PASS: II applicable Construction Inspection responses are complete and all applicable ment Testing Requirements responses are positive (Y- yes)11151 CALO I I California Advanced Lighting �'" Controls Training Program This is page 2 of 3 CERTIFICATE OF ACCEPTANCE INRCA-LTI-02-A 'Lighting Control 'Project Name:Zara-Santa Anita I Enforcement Agency:CITY OF ARCADIA (Permit Number:B00-052-291 'Project Address:400 S.Baldwin Ave T-387 IICity:Arcadia ''Zip Code:91066 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this certificate of Acceptance document is accurate and complete. Documentation Author Harry Stallmach Company Name ADEC, Inc Name Address City 2545 W. 237th St.Ste. M Torrance Zip Code Phone 90505 (310)540-6399 -.. afrficaticr - rr-ri �r,rat_:r-e FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3.The construction or installation Identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s)of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Name Company Name Harry Stallmach ADEC,Inc Address: City 2545 W. 237th St.Ste. M Torrance Zip Code Phone 90505 (310)540-6399 ATT Certification Position with Company r.+r-rifiratirr TC-A813033 �TIiF' CEO • /,11.44 RESPONSIBLE ACCEPTANCE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: I. I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials,components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement(responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency,arid conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s)of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. 5. I will ensure that a completed,signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building,and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Company Name Person Name Harry Stallmach ADEC, Inc Address: City 2545 W. 237th St. Ste. M Torrance Zip Code Phone 90505 (310)540-6399 CSLB License 640304 Position with Company CEO . rnor. • C LGTP California Mvanced lighting Controls Training Program This is page 3 of 3 SMITH-EMERY LABORATORIES Ar idependent Commercial Testing Laboratory www.smithemery.com 781 East Washington Boulevard Los Angeles,California 90021 (213)749-3411 Fax:(213)741-8631 P.O.Box 880550 San Francisco,California 94188 (415)642-7326 Fax:(415)642-7055 Project-Job:SE4935-1 Base Plate Grout Test ZARA-WESTFIELD SANTA ANITA MALL Report#: CTBPL-6 December 15,2015 Page 1 of 2 400 S. BALDWIN AVENUE Distributed to: ARCADIA, 91007 WESTFIELD, LLC Mailing Address: AEGIS STRUCTURAL ENGINEERS CITY OF ARCADIA EMAIL: DLS BUILDERS DEPT OF BUILDING&SAFETY CITY OF ARCADIA 240 W. HUNTINGTON DRIVE SMITH-EMERY LABORATORIES ARCADIA,CA 91006 j ASTM Standard Used: C109 All tests performed by Smith Emery Engineer:Janeth Quintero Job Manager: 2461 Set# __ 7 Date made Saturday,October 17 2015 Slump: Design Strength(PSI): 4,000 Standard size Sampled By 7019 Mix Design SIKA GROUT 212 HP Sample Location: LEVEL 2, FLOOR FRAMING ELEVATOR @ BEAM(B.9/6.2-6.4) Age Dimentions(inches) Test Load Strength %of No Date of Test (Days) Length x Width x Height Area (Lbs.) (PSI) Design 1 11/16/2015 30 2.00 2.00 2.00 4.00 13,170 3,290 82 2 12/12/2015 56 2.00 2.00 2.00 4.00 22,190 5,550 139 3 12/12/2015 56 2.00 2.00 2.00 4.00 20,950 5,240 131 28 Day Compliance: N/A Set # 8 Date made Saturday,October 24 2015 Slump: Design Strength(PSI): 4,000 Standard size Sampled By 7020 Mix Design SIKA 212 Sample Location: 2ND LEVEL, FLOOR SOLDIER HOLES @ ELEVATOR OPENING Age Dimentions(inches) Test Load Strength %of No. Date of Test (Days) Length x Width x Height Area (Lbs.) (PSI) Design 1 11/23/2015 30 2.00 2.00 2.00 4.00 37,440 9,360 234 2 11/23/2015 30 2.00 2.00 2.00 4.00 37,500 9,380 235 3 11/23/2015 30 2.00 2.00 2.00 4.00 37,960 9,490 237 28 Day Compliance: N/A fit-#_---9 Date made Monday,October 26 2015 Slump: Design Strength(PSI): 4,000 Standard size Sampled By 7020 Mix Design SIKA 212 Sample Location: PERIMETER OF OPENING ELEVATOR Age Dimentions(inches) Test Load Strength %of No. Date of Test (Days) Length x Width x Height Area (Lbs.) (PSI) Design 1 11/23/2015 28 2.00 2.00 2.00 4.00 47,490 11,870 297 2 11/23/2015 28 2.00 2.00 2.00 4.00 48,970 12,240 306 3 11/23/2015 28 2.00 2.00 2.00 4.00 47,290 11,820 296 28 Day Compliance: Test COMPLIES with specification. 28 day average=11,977 psi. Percent of design=299% ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORT,CONCLUSIONS,OR EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES. 4=0 SMITH—EMERY LABORATORIES .4n-i dependent Commercial Testing Laboratory —� www.smithemery.com 781 East Washington Boulevard Los Angeles,California 90021 (213)749-3411 Fax:(213)741-8631 P.O.Box 880550 San Francisco,California 94188 (415)642-7326 Fax:(415)642-7055 Project-Job:SE4935-1 Base Plate Grout Test ZARA-WESTFIELD SANTA ANITA MALL Report#: CTBPL-6 December 15,2015 Page 2 of 2 400 S. BALDWIN AVENUE ARCADIA, 91007 ASTM Standard Used: C109 Manager: 2461 All tests performed by Smith Emery Engineer:Janeth Quintero Job Mana 9 ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORT,CONCLUSIONS,OR EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES. CII) SMITH—EMERY LABORATORIES An Independent Commercial Testing Laboratory 781 E. Washington Boulevard, Los Angeles, California 90021 • (213) 745-5333 • Fax(213) 749-7232 Project Number: SE4935-1 Lab Number: L-15-1555 September 24,2015 STEVE CHANG WESTFIELD,LLC 2049 CENTURY PARK EAST,40TH FLOOR LOS ANGELES,CA 90067 RE: Ground Penetrating Radar To whom it may concern: At your request,Smith-Emery Laboratories performed Ground Penetrating Radar Testing on September 16,2015 for the job site at Zara Westlled Santa Anita Mall-400 S. Baldwin Avenue Arcadia, CA 91007. Location:Underslab Concrete at Grid E-D/6-6.5 East-West Direction:No reinforcement at East to West direction. North-South Direction:3-in.to 4-in.on center(PT Cable) Attached is the summary of inspections. Please call us if you have any questions or need any clarification,at the above number(extension 395). Respectfully submitted, SMITH-EMERY ABORATORIES G.Janette 6M P.E. Register d ivil Engineer No.C 73066 Regis 'on Expires: 12-31-16 klr CC: WESTFIELD,LLC;AEGIS STRUCTURAL ENGINEERS;EMAIL:DLS BUILDERS;CITY OF ARCADIA;SMITH-EMERY LABORATORIES Attachments: F:\PHYLAB\2015\SE4935 WESTFIELD ARCADIAUob 1EL-15-1555 GPR Test Page I of 1 ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS.AUTHORIZATION FOR PUBLICATION OF OUR REPORT,CONCLUSIONS,OR EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES. 4114 SMITH—EMERY LABORATORIES An Independent Commercial Testing Laboratory 781 E. Washington Boulevard,Los Angeles, California 90021 •(213) 745-5333 • Fax(213) 749-7232 Project Number: SE4935-1 Lab Number: L-15-1430 November 13,2015 STEVE CHANG WESTFIELD,LLC 2049 CENTURY PARK EAST 40TH FLOOR LOS ANGELES,CA 90067 RE: Ground Penetrating Radar Scan To whom it may concern: At your request,Smith-Emery Laboratories performed Ground Penetrating Radar Scan on September 9,2015 for the job site at Zara-Westfield Santa Anita Mall, 400 S. Baldwin Avenue Arcadia, CA 91007. Attached is the summary of inspections. Please call us if you have any questions or need any clarification,at the above number(extension 395). Respectfully submitted, SMITH-E 1,•Y LABORATORIES / / G. .. eth +u t P.E. -• ste -d ngineer No.C 73066 egis' ation Expires: 12-31-16 CC: WESIHELD,LLC;AEGIS STRUCTURAL ENGINEERS;EMAIL:DLS BUILDER;CITY OF ARCADIA;SMITH-EMERY LABORATORIES Attachments: E:\PHYLAB\2015\SE4935 WES'FIELD ARCADIAUob 1\L-15-1430 GPR Scan Page 1 of 1 ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS.AUTHORIZATION FOR PUBLICATION OF OUR REPORT,CONCLUSIONS,OR EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES. hone (818) 957-2759 DICK NIGRA I GRA IN INSPECTIONS, INC. Fax (818) 957 2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 Date REGISTERED INSPECTOR'S DAILY REPORT 1 / (-16. TYPE OF ❑ Reinforced concrete U Structural Steel Assembly ❑ Gunite INSPECTION ❑ Post Tensioned Concrete Welding ❑ Epoxy REQUIRED ❑ Reinforced Masonry U Spray-Applied Fireproofing ❑ Other Job Address City 'Q!',, ,rte,.-fi - J..}.,•�,';,'�S/' r°"C ,,, /-) ('f),•:),o fir" Job Name Permit No Issued By Type of Structure Architect Material Description (type, grade, source) Engineer Contractor Inspector(s) Name Subcontractor f ,tr,/ ,4/-/ i+r'//A.1 TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY ( f'x,1.!'r'r _ ./-I ) r /14 /) .4/ a./ ,P.44 F? At / _ r I: TC>t K� Il f)'Ai l ' c //17,, x y -Yt %1{ r-1 1) j ier t r%- t, .I r.. h: 4Alf) /, i )1L.'!> c EM E X i1,f f! ( t Y ? " ;t f 1 x,"'< ! J% AJ''R' A ' N..i t, I _ r~,> ? l'-1;/,) r,}1 cl ( If - C.r-, CERTIFICATION OF COMPLIANCE PAGE / OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE SECTIONS OF },:v THE GOVERNING BUILDING LAWS ` r7, All inspections bys e J on a minimufn of Oho rs,Ild over —8 hour minimum. STATURE OF REGISTERED INSPECTOR / 4, r,r(. Approved .r► "'� SPECIALTY NUMBER AGENCY sect Supervisor Phone (818) 957-2759 DICK NIGRA INSPECTIONS,--INC Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date `,t'`F TYPE OF ❑ Reinforced concrete ❑ Structural Steel Assembly ❑ Gunite INSPECTION ❑ Post Tensioned Concrete 0'Welding ❑ Epoxy REQUIRED ❑ Reinforced Masonry ❑ Spray-Applied Fireproofing ❑ Other Job Address City Job Name Permit No . Issued By A Type of Structure Architect Material Description (type, grade, source) Engineer Contractor Inspectors) Name , 1 Subcontractor a TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY / ! •_ C 7:" ! y 1 5 c !''/ r J`1 .., e J r s'" r i} ! (/' •; " //5-, 4 ...1..fr s •�. r E7 1 CERTIFICATION OF COMPLIANCE PAGE / OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE SECTIONS OF - e /, ', THE GOVERNING BUILDING LAWS. All inspections ased on a minilinum of our nd ov frtfOurs—8 hour minimum. f SIGNATI OF REGISTERED INSPECTEM ' ' 1 / // `r ,�;� ji Approved SPECIALTY NUMBER AGENCY f oidc t� '�°s , Prt Supervisor Phone (818) 957-2759 DICK NI G RA INSPECTIONS,--INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 Date REGISTERED INSPECTOR'S DAILY REPORT ` / -2/. TYPE OF Cl Reinforced concrete Li Structural Steel Assembly ❑ Gunite INSPECTION ❑ Post Tensioned Concrete l3'Welding 0 Epoxy REQUIRED 0 Reinforced Masonry ❑ Spray-Applied Fireproofing 0 Other Job Address City Job Name Permit No Issued By f, Y ra/I Q ,'f,1 Type of Structure Architect /. Material Description (type, grade, source) Engineer /3,.7 - /1. I1. r ✓ Contractor Inspector(s) Name Subcontractor_ //( 7, ( f' r'// '`✓' ,/.1`'// ,`/1 / !/i , f/` 7. //_,% .. TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY f % ,r' ,,5 L1 t.t ;t ( ! / j f; 7/- tf .27 ) 1 "o` .j ( (i);AK\ /. ,l ,, iI ) /, '{ '�trf,' �C- - <i.Je�: % /. 'f cf ! {1 rG,'L:kj/C /A, t ; r k, - I t ..� / / �. CERTIFICATION OF COMPLIANCE PAGE / OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE SECTIONS OF / THE GOVERNING BUILDING LAWS. All inspections 4ed on a minimum of 4 Ijetf and over 4 hours 8 hour minimum. // SIGNATUEiE OF REGISTERED IN,iECTOR /a y 'J. ,. Approved .. / SPECIALTY NUMBER AGENCY , ✓,Pfoject pert/ or Phone (818) 957-2759 DICK N1GRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date 12-22-15 TYPE OF U Reinforced concrete J Structural Steel Assembly 0 Gunite INSPECTION 0 Post Tensioned Concrete U Welding ❑ Epoxy REQUIRED O Reinforced Masonry 0 Spray-Applied Fireproofing ❑ Other Job Address 400 S. Baldwin Ave City Arcadia Job Name Zara Store Permit No Issued By B00-050-882 Arcadia Type of Structure Architect Gensler Mall Material Description (type, grade, source) Engineer M-Engineering Contractor Alian Hirsch Inspectors) Name Subcontractor Phillip Sanchez Monies Fireproofing TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY On site for the application of Spray Applied Fireproofing. Material consists of Cafco 300 mixed in accordance with manufactures recomendations.All substrate conditions verified as being acceptable. Area of application is patchwork at all previously removed areas and new C-Channel between Grid Lines C.5-F.5/6-9 on Level 2 for roof framing is continuous and ongoing.A total of two density samples taken from new C-Channel at C.9/6.5 and B.5/7. See Data Sheet for details. CERTIFICATION OF COMPLIANCE PAGE OF_ I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O% HOURS SAMPLES ABOVE REPORTED W•. UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE ,- „,,�,,,,��r• D” ..SPE• •NS.AND••PLICABLE SECTIONS OF THE GOVERNING: ir. o LA / . V 6:00 am �, •m �' 8 �� All inspections ':s r•On a r r X r 4 hours—8 hour minimum. /.%/� ' SIGN• URE•-��'•INSPE OR //7) 5299421 ICC Approved .4 SPECIALTY NUMBER AGENCY Project Supervisor Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date 12-21-15 TYPE OF ❑ Reinforced concrete ] Structural Steel Assembly J Gunite INSPECTION ❑ Post Tensioned Concrete ❑ Welding ❑ Epoxy REQUIRED ❑ Reinforced Masonry 0 Spray-Applied Fireproofing ❑ Other Job Address 400 S. Baldwin Ave City Arcadia Job Name Zara Store Permit No Issued By B00-050-882 Arcadia Type of Structure Architect Gensler Mall Material Description (type, grade, source) Engineer M-Engineering Contractor Alien Hirsch Inspector(s) Name Subcontractor Phillip Sanchez Montes Fireproofing TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY On site for the application of Spray Applied Fireproofing. Material consists of Cafco 300 mixed in accordance with manufactures recomendations.All substrate conditions verified as being acceptable. Area of application is patchwork at all previously removed areas and new C-Channel between Grid Lines 6-9/A-C.5 on Level 2 for roof framing is complete. CERTIFICATION OF COMPLIANCE PAGE OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O� HOURS SAMPLES ABOVE REPORTED W•• UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE I,,,��y D••,y►•.,SPE• • S.AND -PLICABLE SECTIONS OF THE GOVERNING B�.. LA� 6:00 am �S 0 •m t�•8 i!4 All inspections.f- r r r 4 hours—8 hour minimum jiff SIGN UAE• "T�"=�OR 5299421 ' ICC Approved 1. A Project Supervisor_ SPECIALTY NUMBER AGENCY Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 . Date REGISTERED INSPECTOR'S DAILY REPORT 12-22-15 TYPE OF 0 Reinforced concrete U Structural Steel Assembly 0 Gunite INSPECTION 0 Post Tensioned Concrete ❑ Welding 0 Epoxy REQUIRED O Reinforced Masonry 0 Spray-Applied Fireproofing 0 Other Job Address 400 S. Baldwin Ave City Arcadia Job Name Zara Store Permit No Issued By B00-050-882 Arcadia Type of Structure Architect Gensler Mall Material Description (type, grade, source) Engineer M-Engineering Contractor Alian Hirsch Inspector(s) Name Subcontractor Phillip Sanchez Montes Fireproofing TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY On site for the application of Spray Applied Fireproofing.Material consists of Cafco 300 mixed in accordance with manufactures recomendations.All substrate conditions verified as being acceptable. Area of application is patchwork at all previously removed areas and new C-Channel between Grid Lines C.5-F.5/6-9 on Level 2 for roof framing is complete with all patchwork ares matching existing fireproofing thickness and new C-Channel recieving an adverage thicknees of 1"of S.A.F. CERTIFICATION OF COMPLIANCE PAGE OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS i HOURS SAMPLES ABOVE REPORTED W•- UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE D- -,SPE •• ,AND.-PLICABLE SECTIONS OF 6:00 am L:00 •m ,�,8 THE GOVERNING B i L A - , � ∎ All inspections,(,s r• I r fr 4 hours—8 hour minimum. SIGN URE• -T '______ OR `" 5299421 ' ICC Approved / i. (A/ NU W NUMBER AGENCY Project Supervise Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date 12-23-15 TYPE OF O Reinforced concrete J Structural Steel Assembly 0 Gunite INSPECTION Cl Post Tensioned Concrete ❑ Welding ❑ Epoxy REQUIRED Ci Reinforced Masonry 0 Spray-Applied Fireproofing CI Other Job Address 400 S. Baldwin Ave City Arcadia Job Name Zara Store Permit No issued By B00-050-882 _Arcadia Type of Structure Architect Gensler Mall Material Description (type, grade, source) Engineer M-Engineering Contractor Alian Hirsch Inspector(s) Name Subcontractor Phillip Sanchez Montes Fireproofing TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY On site for the application of Spray Applied Fireproofing. Material consists of Cafco 300 mixed in accordance with manufactures recomendations.All substrate conditions verified as being acceptable. Area of application is patchwork at all previously removed areas and new C-Channel between Grid Lines C.5-F.5/6-9 on Level 2 for roof framing is complete with all patchwork ares matching existing fireproofing thickness and new C-Channel recieving an adverage thicknees of 1"of S.A.F. CERTIFICATION OF COMPLIANCE PAGE OF 1 HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.— HOURS SAMPLES ABOVE REPORTED W•• UNLESS OTHERWISE NOTED,I HAVE FOUND THIS WORK TO / COMPLY WITH THE ��,�� D• SPEW • S,AND PLICABLE SECTIONS OF 6:00 am G:00 •m 4a,,8 THE GOVERNING B' • LA / . tr' All inspections 1-s rf on a r r 4 hours—S hour minimum.. , SIGN• URE• . •INSPE OR ////5299421 ICC Approved ' / SPECIALTY NUMBER AGENCY Project Supervisor .1.1111' I^ Mr • Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date 12-18-15 TYPE OF D Reinforced concrete Ll Structural Steel Assembly J Gunite INSPECTION D Post Tensioned Concrete D Welding D Epoxy REQUIRED D Reinforced Masonry 0 Spray-Applied Fireproofing D Other Job Address 400 S. Baldwin Ave City Arcadia Job Name Zara Store Permit No Issued By B00-050-882 Arcadia Type of Structure Architect Gensler Mall Material Description (type, grade, source) Engineer M-Engineering Contractor Arian Hirsch Inspector(s) Name Subcontractor Phillip Sanchez Montes Fireproofing TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY On site for the application of Spray Applied Fireproofing. Material consists of Cafco 300 mixed in accordance with manufactures recomendations.All substrate conditions verified as being acceptable. Area of application is patchwork at all previously removed areas and new C-Channel between Grid Lines--- on Level 2 CERTIFICATION OF COMPLIANCE PAGE OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O. HOURS SAMPLES ABOVE REPORTED •- UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO / COMPLY WITH THE i- D P .,SPEC •NS,AND'•PLICABLE SECTIONS OF 6:00 am 410 •m dih,8 THE GOVERNING= • r' LJ1 i�d� All inspections r: r�. •, r r 4 hours—B hour m nimum r i.%/� i� ��7/ SIGN 7 URE• ��=■•INSPE OR 5299421 ICC Approved I�/ SPECIALTY NUMBER AGENCY Project Supervisor DICK NIGRA INSPECTIONS 1 NC. Phone (818) 957-2759 Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date TYPE OF ❑ Reinforced concrete U Structural Steel Assembly U Gunite INSPECTION ❑ Post Tensioned Concrete ❑ Welding ❑ Epoxy REQUIRED ❑ Reinforced Masonry 5i1 Spray-Applied Fireproofing ❑ Other Jo Address } City I0£) s en(c) �' lA five. Wc_cdia Job Name Permit No Issued B 61( , ?bo�-050 --2_6 c.S . ,y V Type of Structure 5rchitect c et c,,,,,\ eYYIo jc e>n �ed Material Description (type, grade, source) gin J'��— (\Ui ter.Act; JayO f Coritractor Co I , a f Inspector(s) Name S contractor Rte- Gf�1 ki te rat Jr NIc ` `S TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY F7( 'ep r'oc -( Irv? Irl5rc^ 1, of\ 0n .-- 'te 0t> -ke a-- 6 : 008 i i `� re . °.3 "i t,ec-;;, 1 4 3.. 4 1 - C ln , v"( :)(c y ( ,>i ' . -rir ) (00 if,,9 u(\ III >c1f� ar.,v` Li f j ( k i `-t I i_ . (--1 i v' Co i lA rig i\ + j-4 f I" 16 CA -4 o(`, )e ,�i�.h 4 fi i c ? I� i't'►iv e l- t,':' ) L ,N i, ,,- F. A F 6 yke beR ,,s .Nr e t e o,+ (,(�(�') 1 (0 V �i'�..;) i./1J\.. Q 1 l.. ... J /7\� I `d/:' '' Ly l C' c.� ��L;t tl t i r Y' �, �: V C J l4 t, ( a i 'y I t r t 6 ' y '?; (' (;) i_t: f c .?,y c, `) I (\�t") l C ;:' )A �_ c t 3 1,v,-__.c.. j ` (4. L V M' ' -i` !'i t. if • , t�..� ((,C,;A [ (1 L.6 r' t'1 VL�' 1 i ` I C? V t ( YL. L!v (W ' d L i+ 9 i ' • . f p � � 'f j CERTIFICATION OF COMPLIANCE PAGE OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O^T,HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE SECTIONS OF 4, .(j1;L;it^\ 2 )f ,+ THE GOVERNIrsiG BUILDING 1 / All ins p ections b s d on a minim of ou over. our 8 hour minimum. SI ATURE(DO•EGISTERED I PECTO�H7�- r' ) ''/ "�' i F f �/ ( h. ' 1+) C1:1,--:),-1 Lr7 :t.. C (.._ Approved , ,, e L.„-- SPECIALTYNUMBiR AGENCY roject Supervis Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT pat l��-C //7 TYPE OF ❑ Reinforced concrete - ❑ Structural Steel Assembly ❑ Gunite INSPECTION ❑ Post Tensioned Concrete Welding ❑ Epoxy REQUIRED ❑ Reinforced Masonry ❑ Spray-Applied Fireproofing ❑ Other Job Address City 4C.0 =a G.s / I` 1) J')' ,.�'/G't'" I) ee AI)1/0 Job Name Permit No Issued By A-f) A?;-1 'ea._ , ter_' ra- /)t"/ 114 Type of Structure Architect Material Description (type, grade, source) Engineer A) _ elk Inr`e t Contractor /1:57/P1 A `?%2 l J// .tl /'7-7c) Inspector(s) Name Subcontractor //ci', ! z''e,f-/ -11,,;o/ )m 7 .c' rr° tr..i(,,e, '' '° rr t � /lei TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY f I < ;) 1a,'.w f l}/n1 r- //5 f x x ±/ I T t if A?it/s i g` ,f ,s f 14, ' /r f /= ! A C to �1,' J ,rl '!ter L) fC //, / C% /t' //t 1 f n/ I f 2 J ' r // J ,*- r f 1 � E . � ;_ yy,..- � IYry f�`:"• �> 1 C G.J)/�.�f . � ,/,/,.5 S at t ; -e =" �. ' .Y ' J r C�- +°` � t a t`' _ «' CERTIFICATION OF COMPLIANCE PAGE / OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. - p: All inspections, ycr(o) ed on a nim4 h apqver 4 hours—8 hour minimum. S NATURE OF REGISTER INSPECTOR r Ar 7 ./ //,c Approved, jf SPECIALTY NUMBER AGENCY Pr ect Supervisor 1 Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date 12/16/15 TYPE OF ❑ Reinforced concrete 0 Structural Steel Assembly Gunite INSPECTION ❑ Post Tensioned Concrete Welding Epoxy REQUIRED ❑ Reinforced Masonry ❑Spray-Applied Fireproofing 0 Other Job Address City 400 S.Baldwin Ave Arcadia,CA 91006 Job Name Permit No Issued By Zara _ B00-050-882 Arcadia City Type of Structure Architect Commercial Gensler Material Description (type, grade, source) Engineer A36,A500-B,E71 T 8 M-Engineering Contractor Main Hirsch Construction Corp. Inspector(s) Name Subcontractor Chhivindy Khlok Structural Steel Fabricator TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY Arrived on job site as scheduled.Reviewed approved plans&details,welders Certs.,WPS and welding equipments. Observed erection,fit up&tack welds#1.HSS beam to HSS column connection#2.HSS column to base plate connection#3.HSS bean to(E) WF beam connection 2nd level line F.7 between line 7&8 per 1,4/S301.00&10/S203.00&Shop drawing 1,2/E-2. All observed work is in compliance with the approved plans and visually acceptable per applicable codes.Work described above is in progress. Process:FCAW E71 T 8 0.072".Temperature,voltage and amperage were within parameter. Welders:Rigoberto Chavez LA#P019974 Exp.6/15/18,Juan E.Belbru LA#P026750 Exp. 12/12/16 CERTIFICATION OF COMPLIANCE PAGE I OF I I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY OWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERW E • D.I H • FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. -- I / '. •0 APPLICABLE SECTIONS OF 6:00am 2:00pm 8 THE GOVERNING BUILDING LAWS. All inspections based on a minimum of 4 hours and over 4 hours—8 hour minimum. fii,d/W041 SIGNATURE OF RED -ED INSPECTOR 8296248 ICC Approved Project Supervisor SPECIALTY NUMBER AGENCY 1 Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date 12/16/15 TYPE OF ❑ Reinforced concrete ❑Structural Steel Assembly Gunite INSPECTION ❑ Post Tensioned Concrete ©Welding Epoxy REQUIRED ❑ Reinforced Masonry D Spray-Applied Fireproofing El Other Job Address City 400 S.Baldwin Ave _ Arcadia CA 91006 Job Name — Permit No Issued By Zara B00-050-882 Arcadia City Type of Structure Architect Commercial Gensler Material Description (type, grade, source) Engineer A36,A500-B,E71T 8 M-Engineering Contractor Alain Hirsch Construction Corp. Inspector(s) Name Subcontractor Chhivindy Khlok Structural Steel Fabricator TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY Arrived on job site as scheduled.Reviewed approved plans&details,welders Certs.,WPS and welding equipments. Observed erection,fit up&tack welds#1.HSS beam to HSS column connection#2.HSS column to base plate connection#3.HSS bean to(E) WF beam connection 2nd level line F.7 between line 7&8 per 1,4/S301.00&10/S203.00&Shop drawing 1,2/E-2. All observed work is in compliance with the approved plans and visually acceptable per applicable codes.Work described above is in progress. Process:FCAW E71T-8 0.072".Temperature,voltage and amperage were within parameter. Welders:Rigoberto Chavez LA#P019974 Exp.6/15/18,Juan E.Belbru LA#P026750 Exp. 12/12/16 CERTIFICATION OF COMPLIANCE PAGE 1 OF 1 I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY , • DGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERW E • D.I E FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,S . I •,• , •D APPLICABLE SECTIONS OF 6:00am 2:00pm 8 THE GOVERNING BUILDING LAWS. All inspections based on a minimum of 4 hours and over 4 hours—8 hour minimum. 4•1444/ SIGNATURE OF RE f',T -ED INSPECTOR 8296248 ICC Appfo"e Project Supervisor SPECIALTY NUMBER AGENCY Supervisor 1 Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date 12/15/15 TYPE OF ❑ Reinforced concrete El Structural Steel Assembly E3Gunite INSPECTION ❑ Post Tensioned Concrete 0 Welding Epoxy REQUIRED ❑ Reinforced Masonry ❑Spray-Applied Fireproofing ' ❑Other Job Address City 400 S.Baldwin Ave Arcadia CA 91006 Job Name Permit No Issued By Zara B00-050-882 Arcadia City Type of Structure Architect Commercial Gensler Material Description (type, grade, source) Engineer A36,A500-B,E71T-8 M-Engineering Contractor Alain Hirsch Construction Corp. Inspector(s) Name Subcontractor Chhivindy Khlok Structural Steel Fabricator TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY Arrived on job site as scheduled.Reviewed approved plans&details,welders Certs.,WPS and welding equipments. Observed fillet,flare bevel&bevel welds#1.HSS beam to HSS column connection#2.HSS beam to HSS beam connection#3.HSS column to base plate connection foundation level and 1st level line F.7 between line 7&8 per 1,4/S301.00&10/S203.00&Shop drawing 1,2/E-2. All observed work is in compliance with the approved plans and visually acceptable per applicable codes.Work described above is completed. Process:FCAW E7 1 T 8 0.072".Temperature,voltage and amperage were within parameter. Welders:Rigoberto Chavez LA#P019974 Exp.6/15/18,Juan E.Belbru LA#P026750 Exp. 12/12/16 CERTIFICATION OF COMPUANCE PAGE 1 OF 1 HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY • LEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERW•E • D.I H E FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS.S•• I •.• , •APPLICABLE SECTIONS OF 6:00am 2:00pm 8 THE GOVERNING BUILDING LAWS. All inspections based on a minimum of 4 hours and over 4 hours—8 hour minimum. filatf.441 SIGNATURE OF R .T •ED INSPECTOR 8296248 ICC Approved Project Supervisor SPECIALTY NUMBER AGENCY 1 Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date 12/15/15 TYPE OF ❑ Reinforced concrete 0 Structural Steel Assembly Gunite INSPECTION ❑ Post Tensioned Concrete J Welding Epoxy REQUIRED ❑ Reinforced Masonry 0 Spray-Applied Fireproofing ❑Other Job Address City 400 S.Baldwin Ave Arcadia,CA 91006 Job Name Permit No Issued By Zara B00-050-882 Arcadia City Type of Structure Architect Commercial Gensler Material Description (type, grade, source) Engineer A36,A500-B,E71 T 8 M-Engineering Contractor Main Hirsch Construction Corp. Inspector(s) Name Subcontractor Chhivindy Khlok Structural Steel Fabricator TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY Arrived on job site as scheduled.Reviewed approved plans&details,welders Certs.,WPS and welding equipments. Observed fillet,flare bevel&bevel welds#1.HSS beam to HSS column connection#2.HSS beam to HSS beam connection#3.HSS column to base plate connection foundation level and 1st level line F.7 between line 7&8 per 1,4/S301.00& 10/S203.00&Shop drawing 1,2/E-2. All observed work is in compliance with the approved plans and visually acceptable per applicable codes.Work described above is completed. Process:FCAW E71 T-8 0.072".Temperature,voltage and amperage were within parameter. Welders:Rigoberto Chavez LA#P019974 Exp.6/15/18,Juan E.Belbru LA#P026750 Exp. 12/12/16 CERTIFICATION OF COMPUANCE PAGE 1 OF I I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY •• DOE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERW•E • D.I 'E FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS.S - / •.' 0 APPLICABLE SECTIONS OF 6:00am 2:00pm 8 THE GOVERNING BUILDING LAWS. All inspections based on a minimum of 4 hours and over 4 hours—8 hour minimum. SIGNATURE OF RED-,:T -ED INSPECTOR 8296248 ICC Approved Project Supervisor SPECIALTY NUMBER AGENCY Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date TYPE OF ❑ Reinforced concrete ❑ Structural Steel Assembly ❑ Gunite INSPECTION ❑ Post Tensioned Concrete ❑ Welding ❑ Epoxy REQUIRED ❑ Reinforced Masonry ;l Spray-Applied Fireproofing ❑ Other Job Address ( ,yy , City f t I L; t''l\ J 'v-i , 1\ f .,1i(... A ` L�{��i--1 1 {,, Job Name ♦ '\\ J Permit No Issued By sl( (4 i3 O. ) "✓ >;; l .. Type of Structure c-,, I Architect i. Li:ifyr `.tit (.'113, \ ' ';"` !'(`t'sA ,Ae0 11 Material Description (type, grade, source) Engineer N\-- r' (} , i t, Ci Coltractor ; Inspec tor(s) Name Subcontractor {{ ,i TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY ( ; i 0,1 c) 0 (y `7'I,- ‘ 4 ', `, .4-1" t(7 ,'i.'.-Leo, (ii: ((I, l.,f i`',' T L, . , t"'( t_,' , 4-i.(' ( t( }� 1 !'t ?`'I�``� �` I .,2 i'' _�C'u' y I■ (t„=, ).'t ( q .tl n t >i��,t,v ( 1. r-ey, ? \t k, i }''_"1 0 i 1 e C)∎.( tII II9 i I 1, f } i11Lj -1 i'`. , k 1-.�`i+o L`:f 1'\ 1.. a ;-( .r t I `I 1 t t_. c i f 1 k t" 1; (�,°.'.. 1 b,:�y \pi C. i ' [t i,I (t'`.-- ('" ( (,+� ( �. c,' i i f \ 4 ;4y }' dt-�'(. f,, of , I ■ i +.+ f t o t. r , 1 ■ ,.t Iic ¶ &c; .. f i .(l;lk \J 1 �,3 f�� ., 1 - I. '1,. . 4_ I._ �'�.j', i V (ic,.V -A. ' tt " . 4.- ,.•. `,1t r. CERTIFICATION OF COMPLIANCE PAGE OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE SECTIONS OF 6 i{t 1 <'' THE GOVE NING BUILDING WS„ i f FY9 All inspections bed on a m' imu/� ty4 ho and er 4 hours—8 hour minimum. \ /1/141-'2 r (( / SIGNATURE OEGISTEREU INSPECTOR j, "-t. " ' SPECIALTY NUMBER AGENCY i ;,Lys Prdl4ct 6pervisor�.»....�-"""' Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date / t TYPE OF ❑ Reinforced concrete U Structural Steel Assembly U Gunite INSPECTION ❑ Post Tensioned Concrete Welding ❑ Epoxy REQUIRED U Reinforced Masonry ❑ Spray-Applied Fireproofing ❑ Other Job Address City “A;;./1/ C /v) J 1 a " �r`� / Job Name Permit No Issued By ;. t) r t1 Type of Structure Architect r"- 1-' �. a. .:. /K7 Material Description (type, grade, source) Engineer /1/-�-� Ti �3�t'�) <'.�' ->( i F�: ,t?,:'L. '°r Contractor �/ /'/ , r A. /1 A-3( fl rn .+t f . (.2. Inspector(s) Name Subcontractor / 4 A1/17?- ( /'//,■1' ).d..,t ' v ri-�c t r'"'f /Fq�r)/ J/1/( TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY t) /`. 'f't ?,/n,;l� T" 3 _ c �/e/ r _Z.t./ /1"/ de/ (. ,,c.'1 �' .tJ L 6 &r` 7,/,., t-c—ri.! Y j 4/ 1 1/ e< /- F _./7 t l! �t r , /18 t/c// � r!/ / F`: ., r /f) ,:>t // t i�r` 5 . f� ik16. r / 34" I$ :ilv ri rf r' (J /H,ti C : : f ; r5A7,1.10 S rf 7 r7 / � , �.,4- G �� Js _ / / CERTIFICATION OF COMPLIANCE PAGE OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. AD inspections b on a minimu of 4 f f Cam; !1/ °` x /r L 'e r�._ /A urs nd er 4 minimum hour mlmum. SIGNATURE OF REGISTERED INSPECTOR 3 /r'Ttr' Approved / tt \,-- ect Su ervisah SPECIALTY NUMBER AGENCY �• � �, ri' 1 00' r''i " Phone (818) 957-2759 DICK 'NI J A IN PE �� 7IoNs N . Fax (81 8) 957-2885 4735 Q kado Place Gel! (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAI Y REPORT gate L TYPE OF' U Reinforced concrete CI Structural Steel Assembly U Qunite INSPECTION U Post Tensioned Concrete 3011Veldirig 0 Epoxy REQUIRED U Reinforced Masonry U Spray-Applied Fireproofing O Other s Job Address City 40oe a . ; , ',iii' �;A ; i Job Name Permit No Issued By ZARA Type of Structure Arc itect ee; , 0, 1 f ,, Material Description (type, grade, source) Engineer 1A o r,q ,", '-c '" -x = "./ .,›."� ', .A 414,w , ^ `r '/ /'°1, .4= '" f"t'' " Contractor , Inspectors Name Subcontractor .•••. 4..,.3R.fYC�.�1.8i'�JiR :"6 i'�'' ..1�'iu1PS .i 5 1Tf TEST PERI=ORMAED 1 TYPE OF SAMPLE , SLUMP QUANTITY IN SET AI ITIONALREMARKS 01'4 451%4,1451%4,1M-eft INSPECTION SUMMARY Ile,.4,„} : , r'l' .o.rY-i""`"" " } a CERTIFICATION OF COMPLIANCE PAGE, OF, / tt Eri l m-IFYH Ar$HA1EINSPECTEDTOTHEBESTOFMYKNOWLEDGE ALLOFT8E T IN TIME OUT 14E0.HOURS O.T Ht SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITI4 THE ApPRC)VED PLANS,SPECIFICATIONS,AND APPLICABLE SEQTION$Of' THE Gi0VER$INGSUN,DING LAWS. `1 ,y v __s hour minimum. r 1 0`.1".e°` Q $P70R � R" ft 1 .0e;log,^*attagplf *ale " "i ,', , / , IP 4r ...1"1"1"7 a.. ,. , z,.o....:„.., ......, — .. . _„.„ ., —;.ae . .,.,+...e u , ,,,,, W<,_ . a ti ..t;;;5&..s4 t........ . _. ._._..L. _. . ..,1#•.. Phone (818) 957--2759 DICK NIGRA INSPECTIONS, INC Fax $18 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date TYPE OF ❑ Reinforced concrete U Structural Steel Assembly ❑ Gtcnite INSPECTION ❑ Post Tensioned Concrete tWVeiding 0 Epoxy (REQUIRED Z1 Reinforced Masonry 0 Spray-Applied Fireproofing ❑ Other Job Address City Job Name Permit No Issued 9y # Type of Structure Architect Material Description (type, grades Source) Engineer 1.."-, /1,1 :+'r Z. t.. 7 rrAi.'" A 64,c k f. ,4'r Contractor Inspector(s) Name : Subcontractor eof rool/ ` Ze c:// {,Y 1 1 4 1 f 1t '. ` . TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL R IOARKS ON SPLES • INSPECTION SUMMARY 4.441,J °Aor 607/r` '�"�4► ? L3 '"rf 1d a.r.) ? r + ;14rfI) /$,t } �e�j�y war /� l7 ,T��'ff (.7.,r? w5 l �'e0> / + J°`' -�f/ % ;t -4./ / .; �y ,,r ,�} � � r^F f "°01? 1 ,✓ "�'" ,de r 1 . "! t l X a.f c� T Cr'l d nf°► L"" $LetiP4Aot* '41 " L ; CERTIFICATION OF COMPUANCE PAGE/OF i HEREBY CERTIFY THAT I HAVE INSPECTED TO/HE BEST OF MY KNOWLEDGE ALL OFTHE TNYIE'IN TIME OUT REQ.HOURS O.T.NOUNS SAMPLES ABOVE OtE i1EO WORK UNLE8S OTHERWISE NOTEQ.I HAVE FQUMD tI4IS WORK R1 COMPLY WITH TNEAPPROVED PLANS,SPECIFICATIONS,AND APPUOABLE,SECTIONS OF THE GOVERNING i BUILDING LAWS. �°w i�"4 t ,"' ""' 660.-✓ �AA1t One-.-v:don a mm r 'nd r4 hours-8flour mklimrtu+n.Asp SWUM OFREGISTER TOR a• r Yr it Approved t Pr' y SPECIALTY NUMBER Y Prone (818) 957-2759 DICK NIGRA INSPECTIONS INC Fay (818) 957 288 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Gate 41 5 TYPE OF O,Reinforced concrete CI Structural Steel Assembly D Gunite INSPECTION CI Post Tensioned Concrete t'Welding 0 Epoxy REQUIRED 0 Reinforced Masonry 0 Spray-Applied Fireproofing 0 Other Job Address City Job Name Permit No Issued By Z 44,4 r -- r"' Type of Structure Architect ItIASJ - ,,t' a, Material Description(type, grade, source) Engineer Contractor r",: .r •44* } y "dr 57, e' tnspector(s) Name Subcontractor /4-"10. 1.*#t1 A 4-) fi ` j r Ar d TEST PERFORMED TYPE OF SAMPLE SLUMP s QUANTITY IN SET ADDITK1t4AL REMARKS QN SAMPLES INSPECTION SUMMARY } ,2 ., t5A'10 e1''4, .�' y am 4."‘ 1„01 ::..wx.-f.°�". °� G I"" °�''t"° e'f t„v`r*'-t� ~. `" 54. 4 2-` 8.. 7e, ,44 i/ tl r'', x '" .S`J Y ,; I + 't a 4' ,y�l+` "F f rs' ,t• 1 at rot,'" / 1r- + ar. I ° .2.4, e""`wt) r w u t.,l e,.+e'":ite. / 1`°riX",. &Je '5 Ati!A _f)1.1 xiir d Qy dt-,ec 1 '. '= �,�' i /11/ ✓ CERTIFICATION OF COMPLIANCE PAG / _OF I HE6tE5V CERTIFY THAT I HAVE PECTED TO,THE BESTOF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUN®THIS WORK TO TIN IN TIME OUT Rea HOURS 0.7 SANtPLtES ccMPt Y WITH Tt APPROVED PLANS.SPECIFICATIONS,AND APPLICABLE SECTIONS O r' k9 x' " + *+ T'HEGOVE NIN( BUILDING LAWS. - AtiinspeGdons b on • 'ours and over 4 hours —8 hour minitrtum. l M el KGNA OF EG(ST WBp OPt AProvBA y i N 41 nrisor ` r t DICK NIGRA INSPECTIONS, INC. Phone (818) 957-2759 C Fax (818) 957 2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 Date REGISTERED INSPECTOR'S DAILY REPORT // , f ,;— TYPE OF ❑ Reinforced concrete U Structural Steel Assembly U Gunite INSPECTION ❑ Post Tensioned Concrete fY Welding U Epoxy REQUIRED U Reinforced Masonry U Spray-Applied Fireproofing U Other Job Address City {fir; L, 1,e),6 A' /1/ Job Name Permit No Issued By Type of Structure Architect A Material Description (type, grade, source) Engineer i � X17 f / i �ij�;`z" t) y+ f1'1 � � 4,./(-„y# <_ ✓d��'" - Contractor . 'i). i ! x 7. - „ i. � f1/4-t'r✓`l ,/("',4/�i/it",if Inspector(s) Name Subcontractor J ,'//A,/ k-'7j % ‹.`/ TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY ,.�: /A,,.i_. �•. :: c"` A .o'ji J) - rt C.e ie A- '_,_ u r e i s 1 t /) C>r 1 n.C e' A/ i; CERTIFICATION OF COMPLIANCE PAGE OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE SECTIONS OF f^ ,,_ r ^• ,'{" THE GOVERNING BUILDING LAWS. /1(,' I / All inspections ba ed on a minimum of 4hour's ar�Q bve h099—8 hour minimum. f ` tar'' e , rte_ �._ �, l7 SIGNATURE OF REGISTEF,}E'D INSPECTOR ,%�1� ;jai / c ;: f /(7(1 Approved /7,:// '•', fr Mfr SPECIALTY NUMBER AGENCY / } r Project"Supervisor Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date TYPE OF ❑ Reinforced concrete J Structural Steel Assembly U Gunite INSPECTION ❑ Post Tensioned Concrete 1-Welding ❑ Epoxy REQUIRED ❑ Reinforced Masonry ❑ Spray-Applied Fireproofing ❑ Other Job Address City yr/' - L/1 ) t;' 4' ;/ !rf (` A Or cI Job Name Permit No Issued By Type of Structure Architect Material Description (type, grade, source) Engineer = 1,14 et 14 /)/ „ i✓.-..) -4-;/.4./6 IC7 Contractor (0-2 A 79 ..,.at' t1 '3 %� y l�'t i 4/' , it)/ /Y'` Inspector(s) Name Subcontractor ///4.•: /Y./t C /-r/ ,' // Zr/7A-1.,I rk'/>j >l.±r,- G. -dam . , ,t:C TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY e4 . /.'r/ i\ : t �', ('Ir . G I.- 4--`� x r 1 A. < If) ', a P T,. 1' �" %(".,. e m,0.J ' At"? l f r �,<;C ,�,: r� / / 7 y ,��: /'.r/7 7 _ !r' f�!' l e .S A "\i'; .- ! , ,d .- 7, /'mo t`/// 't t� ,-,t ,t'�/� ,�' ._. ./ < j a8 C' (7d`/_ / C_ 4- z Aa! :h .r �'f_ / '3t r^` ,7)/) t �; Fd,tJ ) !„).11 Al V' '.,e(' t7 1-)e .x'-/(11 ,"y]4 //// c:^e' /l/ CERTIFICATION OF COMPLIANCE / PAGE / OF _ I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE SECTIONS OF r { _„ THE GOVERNING BUILDING LAWS / r ' "^" of,inspections b ed on f mirrtmuyfi oours and over 4 hours—8 hour minimum. SI OF REGISTERED INSPF TOR j ' //'1/4 / J 4 r -1 r Approved rJr ;r � / J' �firojeb St upervisor SPECIALTY NUMBER AGENCY Phone (818) 957-2759 DICK NIGRA INSPECTIONS, INC. Fax (818) 957-2885 4735 Oakado Place Cell (818) 326-4291 La Canada, CA 91011 REGISTERED INSPECTOR'S DAILY REPORT Date //j,/t •/ TYPE OF ❑ Reinforced concrete U Structural Steel Assembly ❑ Gunite INSPECTION ❑ Post Tensioned Concrete 'Welding ❑ Epoxy REQUIRED ❑ Reinforced Masonry ❑ Spray-Applied Fireproofing ❑ Other Job Address City Job Name Permit No Issued By f'` Type of Structure Architect Material Description (type, grade, source) Engineer ./;/ t( 1` Contractor Inspector(s) Name Subcontractor //C.:/r C//.v/ /7,4',f i l t- L y - TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY 1`c'dry A, C ("' x v'. 1' ''•,,/� ��..-._ "'ir /7!/f 3_ r`C, ii E Aii 7 4. ,,..✓t,Jfr'b' .l Oi !_''f- %ir.'.. r A) .'A / ,Pr 1) 2—A.)'' s „ l,C .., t=' _ – 1 `,- � �� e� �: � � � . . , AA/D <,a f' P ,, ' /t "0. A..•' ) r`, . ,,/,, - ) 1.) r211�rA7 ('Ll;:- �.._ F A/6949 41x. CERTIFICATION OF COMPLIANCE PAGE OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE SECTIONS OF /?. THE GOVERNING BUILDING LAWS. °{ { 1f f r All inspections ba ed on a minirpurr}o.4ttour�and crier 4 hours—8 hour minimum. SIGryrc1 URE OF REGISTERED"INSPECTOR 'ri! / Approved fi SPECIALTY NUMBER AGENCY v l Proj'cY Sup njiser Phone (818) 957-2759 DICK NIGRA INSPECTIONS,-INC. Fax (818) 957-2885 4735 Qakado Place Cell (818) 326-4291 La-Canada, CA 91011 Date REGISTERED INSPECTOR'S DAILY REPORT ////1,/, (-0,- OF ❑ Reinforced concrete U Structural Steel Assembly U Gunite INSPECTION ❑ Post Tensioned Concrete LYWelding ❑ Epoxy REQUIRED ❑ Reinforced Masonry ❑ Spray-Applied Fireproofing U Other Job Address City / P^ _ y Job Name Permit No Issued By _'d`)/c)/ p✓ - - -• *,..4. ),K..`. '/1 , ■i Type of Structure Architect ',i , /\[..: L c- - Material Description (type, grade, source) Engineer _ Contractor Inspector(s) Name Subcontractor _ t r ,:.- ,,,_., !. :�,�c?/,),('',/,/ r� f>r.' _''' ° r�i _•r•�' � tj 1 � t 1't . . 7, ,.43;:i� ,_ /1: TEST PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY :',' 3 , ,,., CERTIFICATION OF COMPLIANCE PAGE F OF j I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE TIME IN TIME OUT REG.HOURS O.T.HOURS SAMPLES ABOVE REPORTED WORK UNLESS OTHERWISE NOTED.I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE SECTIONS OF T n ... THE GOVERNING BUILDING LAWS. - ,,` All Inspectio ed i; inlm pf 4 h s and o r 4•hoUrs—8 hour minimum. !` "-(4,-'-/cam 4�/7.t 4 f, ✓'r s'. �, f/,p ✓ / f Sig-NATURE OF REGISTEREp/NSPECTOR i „1l •° 1(` ,` / ,r .�:., f t't�r Appr6vE ��" > SPECIALTY YNUMBER AGENCY ,,, P�) Supsw1Sbr _" UNIFORM STRAIGHT BILL(' ADING ORIGINAL NOT NEGOTIABLE BROWN S T R A U S RECEIVED,subject to the classification and in effect on the date of the issue of this Bill of Lading. The property described below,in apparent good order,exceptta rtloted(contents and condition of packages unknown),marked,consigned, • S T E E L + and described as indicated below,which said company(the word company understood throughout this contract as meaning any person or corporation in possession of the property under the contract)agrees to carry to its usual place of delivery at said destination,if on its own road or its own water line,otherwise to deliver to another carrier on the route to said destination. It Is mutually agreed,as to each carrier of all or a any of said property over all or any portion of said route to destinat ion,and as to each party at any time interested in all or any of said property, 14979 JuPU a Avenue that every service to be performed hereunder shall be subject to all the conditions not prohibited law,whether printed or written,herein p contained,including the conditions on back hereof,which are hereby agreed to by the shipper and accepted to hi Fontana, CA 92335 Sold To: Ship To: 1 909/350-9678 STRUCTURAL STEEL(502/ZARA/ STRUCTURAL STEEL FAB.,INC. FAX: 909-350-9758 ARCADIA) LAST PAGE PO BOX 707 10641 SYCAMORE AVENUE Bill of Lading: 81614.01 STANTON, CA 90680-0707 STANTON CA 90680 Print Date: 10-30-2015 81614*00*00*00 Print Time: 08:03pm MT Cust#: 79634 714/761-1695 Salesman: PAT 414 Customer P.O. Ordered Date Date Number By Requested Shipped Freight Carrier Ship Zone 02 mom R,Py AMBER 11/02/15 11/02/15 PREPAID GERONIMO Load 51183 Stop 6 Line Order Ship Length Weight Qty Qty Description 9 MILL END OK TOL. —/+ 1/8 PIECE MARKS REQUIRED ON MATERIAL DELIVERY HOURS 6AM TO 2:30PM 01—I 20 20 C 6" X 8.2# — 50KSI MIN 20.000 3,280.0 HT: 20/PPQV PL15205982 02—I 3 3 MC 6" X 15.3# — 50KSI MIN 40.000 1,836.0 HT: 1/PNHX 63139570 2/PNHX 63139571 31- I1-D 6, 61' ,), >, eil, ....\, ,;,.. /Ay') \\\Q 4 ` I I REC-HRS. LAST PAGE MAX-LIFT ATrENTION DRIVER-ANY QUESTIONS UNLOAD Shipped Wgt 5,116.0 PLEASE CALL US AT: 909-350-9678 Invoiced Wgt 5,116.0 CUSTOMER SIGNATURE (Signature of consignor.) Agent Per I 11111 II 1iiiiiiihi11I11iiii1 111111 U III CUSTOMER COPY N U C Li Ft Mill Certification MTR#:0000116384 PO Box no NUCOR CORPORATION 10/28/2015 7285 West 21200 North PLYMOUTH,UT 84330 NUCOR STEEL UTAH Fax. (435)458-2300 Sold To: BROWN STRAUSS STEEL Ship To: BROWN STRAUSS-FONTANA 14970 JURUPA AVE 14970 JURUPA AVE. FONTANA,CA 92335 'CALL 24 HRS 84(909-350-9678) (909)350.9678 FONTANA CA 92335-0000 Fax:(909)350-9758 (909)350- 678 Fax:(909)350-9758 Customer P.0.1 10763 Sales Order 1 245803.2 Product Group I Merchant Bar Quality Part Number 1 2506008224010W0 Grade I NUCOR MULTIGRADE Lot# I P11520598201 Size 6x8.2#Channel Heat# I PL15205982 Product 6x8.2#Channel 20'NUCOR MULTIGRADE B.L.Number U1-517892 Description NUCOR MULTIGRADE Load Number U1-328119 Customer Spec I Customer Part# I hereby certify that the matenal described herein has been manufactured in accordance with the spea6auons and standards tilted above end that it saberiee those requirements. Roll Date:9/27/2015 Melt Date:8/24/2015 Qty Shipped LBS:7,872 Qty Shipped Pcs:48 C Mn P S Si Cu Ni Cr Mo V Cb Sn 0.18% 0.66% 0.007% 0.031% 0.16% 0.29% 0.10% 0.12% 0.040% 0.0146% 0.000% 0 030% CE4020 CEA529 0.35% 0.38% CE4020:C.E CSA G4020.AASHTO M270 CEA529:A529 CARBON EQUIVALENT Yield 1.54,540psi Tensile 1:78,135psi Elongation 32% in 81%in 203.3mm) Yield 2:51.711psi Tensile 2:75,083psi Elongation 35% in 8"(%in 203.3mm) Specification Comments NUCOR MULTIGRADE MEETS THE REQUIREMENTS OF:ASTM A36/A36M-12 A529/A529M-05 GR50, A57 A572 ASME 50,A7A09/6AM70 3M-13 GR36/50 NO CVN,CSA G40.21-13 GR44W(300W)GR5OW(350W),AASHTO M270/M270M-10 Comments:NUCOR-PLYMOUTH IS AN I.S.O.9001 AND AN A B.S.CERTIFIED MILL CMTR COMPLIES WITH DIN EN 10204-3.1 ALL MANUFACTURING PROCESSES OF THE STEEL MATERIALS IN THIS PRODUCT INCLUDING MELTING,HAVE OCCURRED WITHIN THE UNITED STATES.ALL PRODUCTS PRODUCED ARE WELD FREE.MERCURY,IN ANY FORM,HAS NOT BEEN USED IN THE PRODUCTION OR TESTING OF THIS MATERIAL PPQV Ryan Pennington Division Metallurgist Page 4 of 5 - -• NRiA21n.Lt.MN/7 9017 •.�' .•__- - -.'�•� �- -----� - - __ �_ N. u V.fi F zits - - - -� -- - - ----- - - ------- —— --—------ - -— 42 " ws 1 to 0 q 1m Q 4N x E a U o`= i ° ArvIQ r2 dm a 4a d 0 xi i wo q < e $ % ; 0 8 a 0,11 $ g 03 0 I in'Z 0 iio it mss oz 6/15 18 al 9 ge i c):;g il _ ma- b .% i . „:„ Jp, a02 1... ).o E X86. o 'b q..t CC E g,7,g< 2� il ‘k a :men qn ea ie W.s ta it ciaito i^ 0 1 N 0 I! 1 i vr( W o � w 1 4i CD 21 `i 1 luitz gap§ pi!! 1 tijill (5 cl ;; -= Et' e . i _____ __ ._ a m�f.. 15 On ZO O Q I 1;-2....., EW Ai 5 1M-25 { :ii ., Q giCi f:'>It° ter r+ off .t grog mli iz si i ti 1 g a 1 ,„' "'1-2- i Ein g �' i$ 1 al a,$ II 11 di g 019,54 „ el b z a#2 al z1 SRS 1 ! 1 ,,, ti of r 5 frli il tr lag if mit§ _ ,..- I e, d Eleg U, 114* at i P m O N q a 4 I z g it ix , I I Z v $ 6 E 8 408 4 Wit 1 Liti. 8M2 3 1 i 0 � e i _o i , *3° amec foster August 11, 2015 wheeler 4953-15-0801 Mr. Emil Von Roth, SE President Aegis Structural Engineers 11271 Ventura Boulevard, Suite 358 Studio City, California 91604 Re: Geotechnical Consultation Proposed Structural Upgrade —A7 Zara Westfield Shopping Center—Santa Anita 400 South Baldwin Avenue Arcadia, California Dear Mr. Von Roth: This letter presents our geotechnical consultation for the proposed structural upgrade of the A7 Zara store located at the Westfield Shopping Center Santa Anita in Arcadia, California. This consultation was conducted in general accordance with our proposal dated August 5, 2015 and your authorization dated August 5, 2015.We received structural plans for the proposed structural upgrade from you. Our predecessor firm of LeRoy Crandall and Associates (LCA) performed a geotechnical investigation for the original shopping center. The results of the LCA geotechnical investigation were presented in a report entitled "Report of Foundation Investigation; Proposed Santa Anita Fashion Park, Huntington Drive and Baldwin Avenue, Arcadia, California, for Ernest W. Hahn, Inc., dated August 14, 1972; LCA Project No. A-72119." In addition, LCA also provided geotechnical inspection and testing services during the construction of the shopping center and documented the results in a report entitled "Report of Site Grading; Santa Anita Fashion Park; Huntington Drive and Baldwin Avenue; Arcadia, California; dated February 11, 1975; LCA Project No. B-73067. Our current geotechnical consultation was based on the soil and groundwater conditions presented in the LCA reports. We acknowledge that we have reviewed the field data and the results of the laboratory tests from the previo s i v stigation and concur with the data and findings presented in the reports. es/fie/if Working Drawing Review g Approved Approved as Noted ❑ Resubmit Correspondence: These drawings have been reviewed for general design Amec Foster Wheeler intent only. All actual field conditions are required to be 6001 Rickenbacker Road thnt's Ar Los Angeles, California 90040 is responsible verified by e for Te complying an rchitect with all and/or government Contracto regulationTenant s. USA One(1)copy of this landlord stamped set of drawings is Tel+1 (323)889-5300 required t be kept on the job site at all times. Fax+1 (323)721-6700 C, C www.amecfw.com Date Signed Aegis Structural Engineers August 11, 2015 Page 2 PROJECT DESCRIPTION It is planned to renovate a portion of the existing structure located at the Westfield Santa Anita Shopping Center.We understand that the renovation includes construction of some new structural elements within the existing mall. We also understand that the structural plans have been prepared using a design based on geotechnical parameters from the current California Building Code (CBC). As part of the upgrade, it is also planned to construct an elevator and an escalator located just northeast of Column 6-C and east of Columns 6-E and 6-E0.5. The elevator and escalator pits finished floor elevation will be about 4 feet below the existing building floor slab. Excavations of about 5 feet are anticipated to allow for the construction of the elevator and escalator pits. Based on the information obtained from the available structural drawings for the original shopping center you provided and the information obtained from the available LCA geotechnical investigation and inspection reports, it is anticipated that the existing spread foundation supporting columns 6-C, 6-E and 6-E0.5 were designed for dead-plus-live bearing pressures of 5,000 pounds per square foot. However, based on the information you provided, the current design were based on dead-plus-live bearing pressures of 1,500 pounds per square foot. The footings supporting columns 6B, 6E and 6E0.5 are 9-, 10-, and 7'/2-foot square, respectively. The footing bottoms are at elevations 3'-3", 3'-4" and 2'-11" below the existing slab on grade, respectively. PRIOR FIELD EXPLORATIONS AND SOIL CONDITIONS Data was available from our four nearby borings (Borings 21 through 24) drilled for the existing shopping center performed. The prior pertinent borings were drilled to a depth of 35 feet below the existing grade. The borings were drilled using 24-inch diameter bucket drilling equipment. Fill soils, 13 to 15 feet thick, were encountered in Borings 23 and 21, respectively. Fill soils were not encountered in Borings 22 and 24. According to our inspection and testing records presented in the February 11, 1975 inspection report, the former fill soils were removed and replaced as properly compacted fill and the major store and mall buildings have foundations established in the natural soils. The footings at columns 6-C, 6-E, and 6-E0.5 were established in natural soils based on our records. The natural soils consist predominantly of sand and silty sand.The sand deposits contain varying amounts of gravel, and cobbles. Raveling and caving was encountered in the predominantly dry sandy soils encountered in the borings. Water was not encountered in our borings. The historic-high groundwater level is mapped by the California Geological Survey to be at a depth greater than 100 feet below the existing grade. Aegis Structural Engineers August 11, 2015 Page 3 RECOMMENDATIONS Geotechnical recommendations for design of the elevator and escalator are presented herein. Bearing Pressure It is acceptable to design the escalator and elevator pits; founded on natural soils anticipated at the base of the excavation, for the bearing pressure provided by CBC minimum values. Lateral resistance may be provided by soil friction at the base of the pit, combined with passive pressure, with design values equal to the values provided in the CBC. Elevator Pit Walls For the design of the elevator and escalator walls, it may be assumed that drained soils will exert a lateral pressure (at-rest earth pressure) equal to that developed by a fluid with a density of 57 pounds per cubic foot. The elevator and escalator walls should also be designed for surcharges due to adjacent foundations as presented below. In addition to the recommended earth pressure, the walls should be designed to resist any applicable storage, or traffic loads. The existing adjacent footings located at columns 6-C, 6-E and 6-E0.5 will impose surcharge loads to the elevator and escalator pit walls. We have computed the lateral surcharge pressure on the proposed elevator pit walls located adjacent to footing at 6-C to be 4,000 pounds per square foot at the level of the bottom of the footing, decreasing linearly to 0 pounds per square foot at a depth of 15 feet below the bottom of the footings. This surcharge distributions should be applied 5-feet laterally beyond the edge of the footing. We have also computed the lateral surcharge pressure on the proposed pit wall from footings located at columns 6-E and 6-E0.5 to be 4,500 pounds per square foot at the level of the bottom of the footing, decreasing linearly to 0 pounds per square foot at a depth of 10 feet below the bottom of the footings. These surcharge distributions should be applied the entire pit walls adjacent to columns 6-E and 6-E0.5. All required backfill should be mechanically compacted in layers;flooding should not be permitted. Proper compaction of backfill will be necessary to minimize settlement of the backfill and to minimize settlement of overlying slabs and paving. Backfill should be compacted to at least 90% of the maximum dry density obtainable by the ASTM Designation D1557 method of compaction. Drainage The elevator and escalator pits will be constructed within the interior of the building, and in the predominantly sandy alluvial soils which will allow for dissipation of incidental water that may Aegis Structural Engineers August 11, 2015 Page 4 accumulate against the structure; therefore, drainage of the walls will not be necessary. The elevator and escalator walls should be waterproofed. Excavations It is anticipated that the proposed elevator and escalator pits will be constructed by saw-cutting the existing slab on grade and excavating the pits adjacent to existing foundations. The excavations will extend approximately 2 feet below the bottom of existing footings. As mentioned previously, the soils are anticipated to have a potential for caving based on the borings drilled by LCA for the original shopping center construction. The sandy soils have a low moisture content and do not possess significant cohesion; the soils also contain gravel, cobbles, and some boulders. Thus there is a very significant potential for caving during excavation. Therefore, care should be taken during excavation to prevent the walls of the excavation from drying excessively and from having excessive vibrations. It is acceptable to temporarily excavate vertically next to the edge of the existing footing for the width of the elevator and escalator pits since the existing footings are only partially adjacent to the planned excavation, and since the planned excavation is about 2 feet below the bottom of footing if the footing can be evaluated such that it can be demonstrated that the existing dead-plus-live loads divided by a bearing pressure of 5,000 pounds per square foot would result in an effective footing area less than the actual footing size resulting in the effective edge of footing being at a distance away from the edge of excavation of at least equal distance to the elevation difference between bottom of footing and bottom of excavation (as shown in the figure below). Figure—schematic of Effective Footing Computation ;44.'„ -z,„? Existing Footing , a ,kt Effective Footing- t� � 4 (Computed ywith ff DL+IL and BV= ; 5,000 psf) i r s Distance Equal to Elevation of Planned Bottom of Escalator j Footing minus Elevator Elevation of Excavation Bottom of Excavation Aegis Structural Engineers August 11, 2015 Page 5 GENERAL LIMITATIONS Our professional services have been performed using that degree of care and skill ordinarily exercised, under similar circumstances, by reputable geotechnical consultants practicing in this or similar localities. No other warranty, express or implied, is made as to the professional advice included in this letter. It has been a pleasure to be of professional service to you. Please call if you have any questions or if we can be of further assistance. Sincerely, Amec Foster Wheeler Environment & Infrastructure, Inc. Reviewed by: waQ RO 0 NO.2570 %/;) E7CP 5231.15 Lan Anh Tran Martin B. Hudson, Ph.D. Tech Professional III Principal Engineer Vice President P:14953 Geotech12015-proj1150801 Westfield Santa Anita14.0 Project Deliverables14.1 Reports\Final Report\4953-15- 0801 LT01.docx\L T:mm (6 copies submitted) 41) SMITH—EMERY LABORATORIES An Independent Commercial Testing Laboratory smithemerylabs.com 781 East Washington Blvd-2nd Floor Los Angeles,CA 90021 (213)745-5333 (213)749-7232 Project-Job:SE4935-1 Concrete Compression Test ZARA-WESTFIELD SANTA ANITA MALL Report#:CTHR-5 November 9,2015 Page 1 of 1 400 S. BALDWIN AVENUE Distributed to: ARCADIA, 91007 WESTFIELD, LLC Mailing Address: AEGIS STRUCTURAL ENGINEERS CITY OF ARCADIA EMAIL: DLS BUILDERS DEPT OF BUILDING&SAFETY CITY OF ARCADIA 240 W. HUNTINGTON DRIVE SMITH-EMERY LABORATORIES ARCADIA,CA 91006 . (ASTM Standards used C31,C39,C231,C173,C138,C1064) I All tests performed by Smith Emery Laboratories Engineer:Janeth Quintero Job Manager: 2461 i Date made Friday,October 9 2015 Slump: 5.00 28 Days Design Strength(PSI) 4,000 Standard size Sampled By 7019 Temp(F)Conc./Air 85/78 Mix Design 80043A TruckTicket/Load#1 Sample Location: ELEVATOR PIT WALLS&SLAB ON GRADE @(B.7-B.9/6.2-6.4) Age Height Diameter Area Test Load Strength %of No. Date of Test (Days) (in) (in) (inA2) (Lbs.) (PSI) Fract.* Design 1 10/12/2015 3 12.00 6.00 28.27 84,860 3,000 75 2 10/16/2015 7 12.00 6.00 28.27 116,140 4,110 103 3 11/06/2015 28 12.00 6.00 28.27 166,530 5,890 1 147 4 11/06/2015 28 12.00 6.00 28.27 167,600 5,930 1 148 5 HOLD 12.00 6.00 28.27 28 day compliance: Test COMPLIES with specification. 28 day average=5,910.Percent of Design=148% *Fracture type(A)cone (B)cone&split (C)cone&shear (D)shear (E)column (1)Cone(2)Cone with vertical cracks(3)Columnar(4)Diagonal(5)Side Fracture(6)Pointed Fracture ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORT,CONCLUSIONS,OR EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES. 411C0 SMITH—EMERY COMPANY An Independent Commercial Testing Laboratory,Established 1904 SECO Job No: 4935-1 Letter of Transmittal INSP-5 To CITY OF ARCADIA Date: 10/16/2015 DEPT OF BUILDING & SAFETY Page: 1 of 1 240 W. HUNTINGTON DRIVE ARCADIA CA 91006 REFERENCE: ZARA-WESTFIELD SANTA ANITA MALL 400 S. BALDWIN AVENUE ARCADIA,91007 Please find attached the following document(s). Inspection reports for the week ending 9/30/2015 for the subject project. Distributed To: 1) WESTFIELD,LLC 1) AEGIS STRUCTURAL ENGINEERS 0) EMAIL:DLS BUILDERS 1) CITY OF ARCADIA SMITH—EMERY COMPANY An Independent Commercial Testing Laboratory,Established 1904 SECO Job No: 4935-1 INSPECTION REPORT Report No.: INSP-5 Date: 10/16/2015 To: WESTFIELD, LLC STEVEN CHANG 2049 CENTURY PARK EAST Distributed To: 40TH FLOOR WESTFIELD, LLC LOS ANGELES, CA 90067 AEGIS STRUCTURAL ENGINEERS EMAIL:DLS BUILDERS Subject: ZARA-WESTFIELD SANTA ANITA MALL CITY OF ARCADIA 400 S. BALDWIN AVENUE ARCADIA,91007 Attached are inspection reports for the week ending 10/2/2015 for the subject project: Report By Report Dated Report Title JACOBS,ARTHUR 09/30/2015 Daily Inspection Report for 9/28/2015 thru 9/30/2015 ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS.AUTHORIZATION FOR PUBLICATION OF OUR REPORT CONCLUSIONS,OR EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES. COM 0 / An Independent Commercial Testing Laboratory,Established 1904 / Daily Inspection Report --- _ _ Date: Start Stop: SE Job# 4935-1 Papjer Zara at Westfield Plaza 9/28/15 0600 1430 Called Jurisdiction:Yes❑ N°1:1 Jurisdiction Arcadia Spoke To: Permit it t"° `400 S Baldwin Arcadia Page: 1/1 0 Concrete EI Fireproofing 0 Masonry ❑ Steel Field [3 Steel Shop 0 Other. Description or Work Inspected Arthur Jacobs Smith Emery #3015. AWS CWI #10090681 (9/16); ICC Structural Steel/Welding, Structural Steel/Bolting, Reinforced Concrete, Prestressed Concrete, Spray-applied Fireproofing, Structural Masonry#5110774 (1/18);ASSE Medical Gas Inspector #88-1058 (12/28/15); ACI Field Grade 1 (5/12/17); LA City Concrete, Shotcrete, Drilled-in Anchors, Pretressed Concrete #P024314 (10/21/17). Inspected erection of framing at future escalator opening between lines E-D/6-7. Erected girder to column connector assemblies at D/7 and E/7 per 10/S3.02 welded by Sergio Contreras. FCAW AWS A5.20 E711-8 filler metal. Erected strap assemblies (2) at 6 line. Each assembly was spliced 1 location per detail 1/S3.03 welded with PJP using FCAW process by Sergio Contreras. In progress. Per engineer: all ASTM A325 bolted connections shall be snug tight. Work Not In Compliance None The work ®WAS ❑WAS NOT inspected Material sampling ❑WAS ❑WAS NOT O N/A performed The work inspected ®MET ❑DID NOT meet the requirements with the requirements of the approved documents. 9/29/15 alf)k--6 Date Signature 3015 Arthur Jacobs CC:Project Architect,Structural Engineer,Project Inspector Employee ID Name ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS.AUTHORIZATION FOR PUBLICATION OF OUR RFPORI,CONCLUSIONS,OR EICIRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A.MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES. C Smith Emery Company 2 ob SMITH—EMERY COMPANY An Independent Commercial Testing Laboratory,Established 1904 Daily Inspection Report Date: Start: Stop: SE Job# 4935-1 ::-.role Zara at Westfield Plaza 9/29/15 0600 1430 Called Jurisdiction:YesO Non Jurisdiction Arcadia .�C33 Spoke To Permit# Page: 1/1 1=a' c4i 400 S Baldwin Arcadia Concrete 0 Fireproofing 0 Masonry ❑ Steel Field 0 Steel Shop 0 Other: Description of Work Inspected Arthur Jacobs Smith Emery #3015. AWS CWI #10090681 (9/16); ICC Structural Steel/Welding, Structural Steel/Bolting, Reinforced Concrete, Prestressed Concrete, Spray-applied Fireproofing, Structural Masonry#5110774 (1/18); ASSE Medical Gas Inspector#88-1058 (12/28/15); ACI Field Grade 1 (5/12/17); LA City Concrete, Shotcrete, Drilled-in Anchors, Pretressed Concrete #P024314 (10/21/17). • Inspected erection of framing at future escalator opening between lines E-D/6-7. Erected girder to column connector assemblies at D/7 and E/7 per 10/S3.02 welded by Sergio Contreras. FCAW AWS A5.20 E71 T-8 filler metal. Erected strap assemblies (2) at 6 line. Each assembly was spliced 1 location per detail 1/S3.03 welded with PJP using FCAW process by Sergio Contreras. in progress. Per engineer: all ASTM A325 bolted connections shall be snug tight. Work Not In Compliance None The work ®WAS ❑WAS NOT inspected Material sampling ❑WAS ❑WAS NOT D N/A performed The work inspected ®MET ❑DID NOT meet the requirements with the requirements of the approved documents. 9/29/15 4-f)k76 Date Signature 3015 Arthur Jacobs CC:Project Architect,Structural Engineer,Project Inspector Employee ID Name ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS_AIY1HOR]ZAT ION FOR PUBLICATION OF OUR REPORT,CONCLUSIONS,OR EXTRACTS FROM OR REGARDING TRW IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES. C Smith Emery Company 2.0b coSMITH—EMERY COMPANY An Independent Commercial Testing Laboratory,Established 1904 Daily Inspection Report Date: Start: Stop: SE Job# 4935-1 Zara at Westfield Plaza 9/30/15 0530 1400 Called Jurisdiction:Ye,s0 No0 Jurisdiction Arcadia - Spoke To Permit* 'D1 ?II=400 S Baldwin Arcadia Page: 111 Concrete ❑ Fireproofing El Masonry ©Steel Field D Steel Shop Other. Description of Work Inspected Arthur Jacobs Smith Emery #3015. AWS CWI #10090681 (9/16); ICC Structural Steel/Welding, Structural Steel/Bolting, Reinforced Concrete, Prestressed Concrete, Spray-applied Fireproofing, Structural Masonry#5110774 (1/18);ASSE Medical Gas Inspector#88-1058 (12/28/15); ACI Field Grade 1 (5/12/17); LA City Concrete, Shotcrete, Drilled-in Anchors, Pretressed Concrete #P024314 (10/21/17). Inspected erection of framing at future escalator opening between lines E-D/6-7. Inspected bolting of strap assemblies at line 6/D, E using 1" thru-bolt with simpson SET-XP epoxy (3861616) exp 6/17) to existing CMU wall. Epoxy column connector collar assemblies at D/7 and E/7 per 10/S3.02. W24X1 31 girder line D/6-7, W24X68 girder line E/6-7, W24X104 beam line 6.4/D-E bolts tightened to snug tight condition. In progress. Work Not in Compliance None The work 'WAS ❑WAS NOT inspected Material sampling ❑WAS El WAS NOT ®N/A performed The work inspected IN MET ❑DID NOT meet the requirements with the requirements of the approved documents. 9/30/1 5 4f)f---ar--614- Date Signature 3015 Arthur Jacobs CC-Project Architect,Structural Engineer,Project inspector Employee ID Name ALL REPORTS ARE SUBNI TIED AS THE CONFIDENTIAL PROPERTY OF CLIENTS.AUTHORIZATION FOR PUBLICATION OF OUR REPORT,CONCLUSIONS,OREKT ACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS.THE PUBLIC AND OURSELVES. ©Smith Emery Company 2-Ob 0 SM —EMERY COM ,i,An Independent Commercial Testing Laboratory,Established 1904 SECO Job No: 4935-1 Letter of Transmittal INSP-2 To: CITY OF ARCADIA Date: 10/08/2015 DEPT OF BUDDING&SAFETY Page: 1 of 1 240 W. HUNTINGTON DRIVE ARCADIA CA 91006 REFERENCE: ZARA-WESTFIELD SANTA ANITA MALL 400 S.BALDWIN AVENUE ARCADIA,91007 Please find attached the following document(s). Inspection reports for the week ending 9/23/2015 for the subject project. Distributed To: 1) WESTFIELD,LLC 1) AEGIS STRUCTURAL ENGINEERS 0) EMAIL:DLS BUILDERS 1) CITY OF ARCADIA 40 SMITH—EMERY COMPANY An Independent Commercial Testing Laboratory,Established 1904 SECO Job No: 4935-1 INSPECTION REPORT Report No.: INSP-2 Date: 10/8/2015 To: WESTFIELD, LLC STEVEN CHANG 2049 CENTURY PARK EAST Distributed To: 40TH FLOOR WESTFIELD,LLC LOS ANGELES, CA 90067 AEGIS STRUCTURAL ENGINEERS EMAIL: DLS BUILDERS Subject: ZARA-WESTFIELD SANTA ANITA MALL CITY OF ARCADIA 400 S. BALDWIN AVENUE ARCADIA,91007 Attached are inspection reports for the week ending 9/25/2015 for the subject project: Report By Report Dated Report Title GONZALEZ, FIDEL 09/23/2015 Daily Inspection Report for 9/23/2015 ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS.AUTHORIZATION FOR PUBLICATION OF OUR REPORT CONCLUSIONS,OR EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES. SMEM el) COM An Independent C—ommercial ERY Testing Laboratory,Established 1904 Daily inspection Report Date: Start: Stop: SE Job# 4935-1 _. o : Figueroa Iron/Westfield Plaza 09/23/2015 7:00AM 3:30PM Called 3arisdiction:YesD NC Jurisdiction N/A 2310 Lee Ave. South El Monte,CA 91 733 spoke To: Permit# N/A slab on grade and tilt-up panels Page: 1 of 1 D Concrete 0 Fireproofing Q Masonry ❑Steel Field 151 Steel Shop Q Other. UT Description of Work inspected CWI License 98010951 EX. 01/2016 ICC Reinforced Concrete License# 1137584 EXP.12-16-2016 ICC Structural Steel & Bolting License # 1137584 EXP.04-02-2015 ICC Fireproofing License#1137584 EX. 09-12-2017 ACI #01162090 Ex. 05/02/2019 UT AND MT License EX. 10/13/2016 Verification of preheat and welding parameters as per approved applicable WPS'S and AWS D1.1 continuous or partial inspection on joint preparation and welding by certified welder operator using AWS electrode FCAW E71T-8 [NR 323] 0.072" diameter. Welder certification,WPS & Mill. Certs on file by previously inspector. Performed continuous welding inspection in progress. at columns base plates following typical details on sheet#2 column#2A & #2B,sheet#3 column#3A &3B and per approved RFI#5 work completed. Ultrasonic examination by ASNT qualified operator was made on full and /or partial penetration welds as shown on attached sheets. Work Not In Compliance The work ❑WAS ❑WAS NOT inspected Material sampling ❑WAS ❑WAS NOT ❑N/A performed The work inspected El MET ❑DID NOT meet the requirements b with the requirements of the approved documents. 09/23/2015 -' Date Signature 2258 Fidel Gonzalez CO Project Architect,Structural End,Project Inspector Employee ID Name ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIE'NT'S.AUTHORIZATTON FOR PUBLICATION OF OUR REPORT,CONCLUSIONS,OR EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO Cl IFNTS,THE PUBLIC AND OURSELVES. C Smith Emery Company 2.Ob