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13020009 & 12070221- MISC • TESTING � CONSTRUCTION • INSPECTION ,'. TESTING SERVICES __ __ _. • _ ENGn�rEERrrrG -- Summary Report#4 August 5,2013 *Revised August 8,2013 Apple,Inc �CEI�ED One Infinite Loop,Bldg 4 Cupertino,CA 95014 AUG 1 3 2013 Job No: J8986 Job Name: Apple IL4 Truck Dock Addition Name: 10700 North DeAnza Cupertino,CA 95014 Permit#: 13020009 July 27,2013 Brian Prouty reported to Lany with Devcon Consiruction at the jobsite. Reviewed welder qualification papers for Saluador Aquirre ID#1922. Observed welding performed by 1 welder using FCAVJ process with NR232 wire. VJeldments observed consisted of fillets and flare bevel. Tacking only at roof level at lines X.5-V/19.6-19. Collected copy of MTR's attached. Obtained(6)samples of high stxength bolts. 24,A325X 2x3/4"xl 3�4��X 3�4��bolts installed. Observed installation of 107,2"x 3/4"xl 3/<"x 3/<"A325 X(bearing-type,threads excluded)at lines X.5-V/19.6-19. Work observed was,to the best of Brian's laiowledge,in conformance with approved plans, specifications and applicable standards of workmanship. *July 30,20I3 Thomas Anderson reported to Larry(Project Superintendent)with Devcon at the jobsite. Reviewed welde�- qualification papers for Salvador Aguirre—ID#1922 3G and 4G position precast using FCAW fzlle��metal with Lincoln NR232 E71 T-8 Innershield wires, and Arnold DelaCrzcz—ID#6829, 3G and 4G position with FCAW process. Discussed scope of welding to be performed at roof Zevel at column at lines WI19, W/19.6, V.3/19, V.6/19, V.3/19.6, and V.6/19.6. Complete joint penetration weldments top and bottom flange. Visually complete joint penetration weldments are acceptable. Observed weldment on HSS braces and gusset plates as per detail 5302/16 SCBF connections and 5302#14 SCBF connection schedule for size and length of weldments at lines V.3%19, V.6/19, V.3/19.6, and V.6/19.6, top gusset and SCBF HSS connection. Visually, weldments are acceptable as per detail noted above. Informed co�ztractor tlaaf.general detail 50.01/nzaterial#5 was out for floor metal decking to be I8 gage and vented Decking on site is not vented as per details. Detail 53.02/I8 and S302/14 SCBF connection sclaedule was out for HSS SxSxS/I6 colum�a to be welded with S/16"fillet weld around Due to gusset plate�aot being coped, weldme�at cannot be all around Request RFI from co�itractor. Requested from welding con.tractor WPS for welding,r�one o�asit� Work observed was, to the best of Thomas'knowledge, in confo��mance with app��oved plans, spec f cations and applicable standards of workmanship, except as noted. 2118 Rheem Drive;Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)462-5183 4770 Duckhorn Drive, Sacra�:nento,CA 95834 • Phone(916)419-4747 • Fa�(916)419-4774 One Embarcadero Center, Suite 53�, San Francisco;CA 94111 • Phone(41�)438-�3�% • Fax(41�)�34-4747 246 30tv St., Suite 101,Qakland;CA 94601 • Phone(510)444-4747 • Fal(�10) 835-1825 .---.. • TESTING • CONSTRUCTION • INSPECTION TESTING SERVICES _ • ENGINEERING '- Tuly 31,20I3 Thomas Anderson reported to Larry(Project S`uperintendent)with Devcon at the jobsite. Observed 2 Concord b•on Wo��k(conh�acto�)welde��s on site performing complete joint penetration weldments at roof level at lines V/19,flare bevel and fillet welds on HSS 4x4 header at lines X.S/19-19.6, roof fi�ame HSS 4x4 at lines X.5/19-19.6, and HSS column extend above roof line at parapet wall 1 S`floor Zevel. Obse�ved column to base plate and complete joint penetration fzllet welds at Zines V4/19 and V4/9. Note: At above docatio�z,requesf.RFI on colum�z to base plate co�z�zection. Refer to report dated 7/30/13. Visually, weldments a�-e acceptable as per AWS Dl.l clause 6.9 table 6.1. Work observed was, to the best of Thomas'knowledge, in conformance with approved plans, specifications and applicable standards of workmanship. August l,2013 Thomas Anderson reported to Lar�y(Project Superintendent)with Devcon at the jobsite. Obse�ved 3 welders with Conco��d b•on Work, 2 welding structural steel and 1 welding 18 gage rrzetal decking. Conb•actor has completed structural steel welding with the exception on column at lines V/19.2. Co�zcrete enzbed�a.ot correct, off centered Re-i�aspection is requi.red for HS,S SxSxS/I6 colunzn to new or corrected enzbed a�id HSS Sx5 brace frame to gusseG Cont��actor has used torque wrench on%z"epoxied all-threaded rods, torqued to�0 ft.-Ibs. Also torque wrench was used on 3/"anchor bolts, 90 ft.-lbs., 3x4"angle ledger has all been torgued. 18 gage metal decking is periodic inspection required on decking. Welder quality certification foi•metal deck 18 gage puddle welds. Welde�� was Joseph Sanger IV—ID#1420923 expiring 12/2/14 using SMAW A7B process. Wedge anchor installation at column at lines X.S/19.6 and 19. Contracto�•has installed Hilti KB-TZ 5/8"x6" embedment depth of 3 5/8"(total of 12)per column base plate, overall total on(2)columns. (24)5/8"x6"Hilti KB- TZ anchor installed as per manufacturer's specifications. Holes were cleaned with compressed air as per Hilti specifications. S/8"x6"wedge anchors were torqued to 60 ft.-Ibs. Wo��k observed was, to the best of Thomas'knowledge, in conformance with approved plans, specifications and applicable standards ofworkmanship. 21�4 Rheem Drive; Suite A,Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)462-�183 4770 Duckhorn Drive, Sacramento,CA 9�834 • �'� Phone(916}419-4747 • Fax(916)419-4774 One Embarcadero Center, Suite 535, San Francisco;CA 94111 � Phone(41�)438-?357 • Fax(41�)334-4747 246 3Qtl'St., Suite 101, Oakland;CA 94601 • Phone(510)444-4747 • Fax(�10) 835-1825 . � �,� CONSTRUCTION • TESTING • INSPECTION _,. ; TESTING SERVICES .: ., ;,..- • ErrG�Exn�rG>�� Laboratory test results are enclosed if testing was done during the period covered by this repor� Linzitatio�zs: These inspections were performed in accordance with requirements,but please note this report shall not be relied upon by others,as acceptance or guarantee of the work. Even with diligent inspection techniques,the contractor is e y liable for defects or failures to adhere to the code. a 8/9/2013 Reviewed by natha Felts,P.E. Date Associate Engineer Technical Contact: Timotlty Casey,Se�a.iorE�agi�:eer(tcasey@cts-I.com) Administrative Contact: Yolanda Deras(yderas@cts-l.co»a) cc: Building Department—City of Cupertino Contxactor—Devcon(email) Steel Sub—Concord Iron Works(email) CTS PM—Aaren McBride(email) CTS Associate Engineer—Jonathan Felts(email) RO 21 i4 Rlieenz Drive; Suite A,Pleasanton,CA 94588 • Fhone(925)462-5151 • Fax(92�)462-�183 4770 Duckhorn Drive, Sacramento,CA 95834 • Phone(916)419-4747 • Faa(916)419-4774 One Embarcadero Cenier, Su.ite�35, San Francisco;CA 94111 • Phone(41�)4�8-23�7 • Fax(41�)�34-4747 246 30�'St., Suite 101, Oakla.nd,CA 94601 • Phone(�10)444-4747 • Faa(�10) 835-1825 � ' � • TESTING CONSTRUCTION • INSPECTION � . _TES�?IATC SERVICE�:_.._ _-._�. __._.__ _ _.� _ ��irrEEFurrG �. : _ �� -�.,-`.=:_� __ . Summary Report#5 August 12,2013 Apple,Inc _ �C�1�� One Infinite Loop,Bldg 4 Cupertino,CA 95014 AUG 2 1 ?.0 i3 Job No: J8986 Name: Job Name: Apple IL,4 Truck Dock Addition - 10700 North DeAnza Cupertino,CA 95014 Permit#: 13020009 August 7,2013 Mauricio Septimo reported to Arturo with Devcon at the jobsite. Observed placement of 5/8"epoxy-set bolts for the HSS column base plates. Epoxy material: Simpson Set-XP. Inspected the depth(12"for the vertical bolts and 8" for the horizontal at the stem wall). Holes were drilled to a diameter of 3/a". Holes were checked for cleanliness. See RFI changes"SKl and SK2"provided by engineer Holly Schaubert. Work observed was,to the best of Mauricio's knowledge,in conformance with approved plans,specifications and applicable standards of workmanship. August 8,2013 Robert Cortez reported to Larry Heredia with Devcon at the jobsite. Verified loading dock deck at infill. 18 gauge decking. (3) '/z"studs used per visual inspection have 360 weld. 1 '/z"side seam welds between sheets. Verified puddle welds at every low to beam below. Reference S3.01. Observed welding performed by Concord Steel welder,Joe Singer ID#1420923 using SMAW process with E7010 rod. Also per RFI#031,repair to engineer HSS Sx5 to 3/0"plate,jointed by 5/16"fillet weld correction completed as detailed in RFI. Per visual inspection,welds are accepiable. Okay to install wire mesh before covering. Work o�served was,to the best of Robert's knowledge,in conformance with approved plans,specifications and applicable standards of worlananship. 2118 Rheem Drive,Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)462-5183 4770 Duckhorn Drive,Sacramento,CA 95834 • Phone(916)419-4747 • Faac(916)419-4774 One Embarcadero Center, Suite 535, San Francisco,CA 94111 • Phone(415)438-2357 • Fax(41�}334-4747 246 3U"'St.,Suite 101,Oakland,CA 94601 • Plione(510}444-4747 • Fax(510) 835-1825 --_.. ' • TESTING CONSTRUCTION • INSPECTION _. . ' :TESTING S : : -. __.. , _� . . . �,,� � ��..�5_.:'.:-- : • .. ENGIT�EERING �rt�..,_,�:.. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements,but please note this report shall not be relied upon by others,as acceptance or guarantee of the work. Even with diligent inspection techniques,the contractor is solely lia 1 or defects or failures to adhere to the code. 8/13/2013 Reviewed Jonath elts,P.E. Date Associat ngineer Technical Contact: Timothy Casey,SeniorEngineer(tcasey@cts-l.com) Administrative Contact: Yolanda Deras(yderas cr cts-I.com) cc: Building Department—City of Cupertino Contractor—Devcon(email) Steel Sub—Concord Iron Works(email) CTS PM—Aaren McBride(email) CTS Associate Engineer—Jonathan Felts(email) RO 2174 Rheem Drive, Suite A,Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925}462-5183 4770 Duckhorn Drive, Sacramento,CA 95834 • Phone(916)419-4747 • Fax(916)419-4774 One Embarcadero Center, Suite 535,San Francisco,CA 94111 • Phone(415)438-2357 • Fax(41�)334-4747 246 30`h St., Suite 101,Oakland,CA 94601 • Phone(510)444-4747 • Fax(510) 835-1825 � • _ �� `' � �� . V - . � .:�, .. , . ..:_ .. _�: _ _' .._ �. _. -,...._, _ ...__ �.._ , ..--.. _. ;�� o - Job: APple IL-4�Cafe � ° JUL 1 � 20i3 •- _ ° Date: � Concord Iron 1�Vorks, Inc. , Job#,13-35 - 1501 Loveridge. Rd., Bax 95, Piftsburg, �A ��o , Z � _ (925)432-0936(Tel) (925)432-044q(Fax)� Date Req�tired: � � 4 � tJ.�v� P�,AT�,�n . . . BoitsF'erASTMasnoted Io-Zo,5a-55,5�-Go,b2-�4. . � � LeRgth . Mark Quantity . Mate('lal Feet Inches _ . . . }• � �I;�CGQ'. Q"O'L'�.� 10.0 . 3��"� A325 X (�� 0 2 � a�t '�� ►► � . 1 � 1 0 ,3I4 9qf 1 � 5 3�4�� A3p1 0 �'/4 �k W�a�r . I(� � . o Z`�2 �4+ . 3 5Ig�} j.�3o1 -- a �3�� Z} � o �`�4 �+ . � I� O 53/4 �2+ n � 2-7 5�S + Hit,�t IG�y_ Tz o (p .�q,�- ''�f a � �a. � � Please Provide Mi// Tesf Reports or�Cerfi�cate of Comp/iance Upon Delivery � . P O R E C E I V E R CONC�.DAIRON WORKS INC. PAGE: 1 ' � ORDER #= 28848 000 ORDER DATE: 07/19/2013 ----� -- - �: -:_: . _ _ ,.�:: :. _ - . ._ - - _ _, �,,.- -' DATE WANTED. ��2 3/2 013 t , __..... BY: JOE � JOB: .13-35 APPLE IL4 - CP1 , SHIP VIA: TRUCK LOR001 Ship To: LORD & SONS, INC. CONCORD IRON WORKS INC. 430 E. TRIMBLE ROAD 1501 LOVERIDGE RD. , #15 SAN JOSE CA 95131 PITTSBUF�G CA 94565 U/M Quantity Quantity Date Line# Description Bin Ordered Received Received 10 3/4X02A325 EACH 100. �toD f3 3/4 X 0-2 ASTM A325 HS BOLT 20 3/4X013/4A325 3/4X013/4A325 'x EACfi 110. ��Z `--'� 3/4 X 0-1 3/4 ASTM A325 BOLT 3 0 NONINVEN'I'ORY EACH 210. �� 3/4 IiVY HEX NUT 40 3/4WASHER EACH 210. 2� 3/4" ASTNI F844 WASHER , 50 3/4X061/2A307 . EACH 5. v4� �: 3/4 X 0-6 1/2 ASTM A307 BOLT 60 3/4X021/2A307 EACH 16. �_ 3/4 X 0-2 1/2 ASTM A307 BOLT 70 3/4NUT � EACH 21. 3/4" ASTM A5 63 EiEX N[T'i' 80 5/8X07A307 EACH 3. �� 5/8 X 0-7 ASTM A307 BOLT _� CONTINUED P 0 R E C E I V E R CONC�RD IRON WORKS INC. PAGE: 2 • � ORDER #: 28848 000 ORDER DATE: 07/19/2013 :. ,.� �� .. __. ._. _....:. _.. __.__ ._ . ._: - DATE NT�TED: 0 7 2 3 2 013. � � BY: JOE " JOB: 13-35 APPLE IL4 - CP1 SHIP VIA: TRUCK LOR001 Ship To: LORD & SONS, INC. CONCORD IRON WORKS INC. 430 E. TRIMBLE ROAD 1501 LOVERIDGE RD. , #15 SAN JOSE CA 95131 PITTSBURG CA 94565 U/M Quantity Quantity Date Line# Description Bin Ordered Received Received 90 5/8X061/2A307 n �l • EACH 7. � �/ � `� • 5/8 X 0-6 1/2 A307 BOLT 100 5/8X06A307 j �� EACH 14. �_ `�= 5/8 X 0-6 ASTM A307 BOLT 110 5/8NUT EACH 24. �_ 5/8" ASTM A563 HEX NUT 120 NONINVENTORY EACH 1. SALES TAX For customer 1335 � ...� , Freight: Invoiced 0.00 __.: _ - -_ ._.__:__, . � _:-�.:a _ __ �;.,._ '_ . O ` - ' �o�: Apple IL-4�Cafe � o JUL 1 � 20i3 . _ Date: � Concord Iron Works, Inc. , Job#,13-35 - 1501 �overidge, Rd., 8ox 15, Pittsburg, GA � (925)432-0936 (Teq (925)432-044q(Fax)� Date Req�Fired:W�D•��4 . � . �l.�v� P�.A-c Fo�,n - - BoltsF'erASTMasnoted Io-Zo,5�-55,5�-Go,b2-�¢ . � � Length . Maric 4uantity . MBte�lal Feet inches -.. � . � � �t�lA Q�o;:LT� �o� . 31�� A32s X (�� z � a,:a '�1�s � . ► ► o . � � � o i3�4 gq f 1 � S 3�4�� A3a1 0 �'/q�. 4+ wla�r - I� � ' � 0 2`t2. i 4+ 3 5I�� Jk3o1 p (�3�,�- Z+ 7 0 �`/4 �+ • � �`'�' O 53�¢ t2+ a I � -1 5�'b 4 Hil,tt IC-4_ Tz o (p � 'a a w. 4-+- � � � Please Provide Mill Tesf Reports or�Certi�cate of Compliance Upon Delivery � � � *** PACKING LIST �`** Order# 01-00233197 3� . � ' Nc. 01.23 LV 1-01-00233197 Order Date 07/19/2013 .. .�- ��""''-�astening&Construetion SolutEons � � , .,. , � Page 1 of 2 ;.._pho.ne: � __ = __ ,� ,:: . _ ._ .. � ;:-.�- � 1085 NORTH 7TH ST Fax: Entered by: DONW01 BILLTO: Acct#: 15830 SHIP TO: CONCORD IRON WORKS Contact: JOE 925-432-0136 - -- -1501 LOVERIDGE RD BOX 15 - - - —- - CONCORD IRON WORKS 1501 LOVERIDGE RD BOX 15 � PITTSBURG, CA 94565-2812 PITTSBURG, CA 94565-2812 JOB: APPLE IL-4 CAFE Phone: 925-432-0136 LS REF: 1335CON ' . Fax: 925-432-0440 Customer PO#: 28848 Special I nstructions: Freight F.O.B Ship Via Tcacking Number Req Ship Dafe PREPAID L&S TRUCK 07/23/2013_ Order Qty Ship Qty B/O Qty Item#/Description U/M: 1 1 0 CERTS EA CERTS MUST SHIP WITH MATERIAL Cust P/N# 100 100 0 ' 013007560200B EA BLT ONLY,A325 3/410 X 2"IMP Cust P/N# 110 110 0 013007560175B EA A325 BOLT,3/4 X 1-3/4"IMPORT Cust P/N# 210 210 0 20600756 EA HVY 2H NUT,3/4-10 IMPORT 1M Cust P/N# 210 210 0 3240075 EA F436 WASHER,3/4 IMPORT Cust P/N# 5 5 0 011007560650 EA BOLT,3/4-10 X 6 1/2 200 Cust P/N# 16 16 0 011007560250 EA - BOLT,3/4-10 X 2 1/2 450 Cust P/N# 21 21 0 20100756 EA HEX NUT,3/4-10 PLN ASTM A563-A 1.5M Cust P/N# 3 3 0 011006260700. EA BOLT,5/8-11 X 7 250 Cust P/N# 7 7 0 011006260650 • EA BOLT,5/8-11 X 61/2 250 Cust P/N# , ,,,�. r � � ROTO HAM HOR _; _ . . : ., �� WE�GE ANC �:_. ... . : _ . SETTING TOOL THIS ORDER IS ACCEPTED PER LORD&SONS TERMS AND CONDITIONS. Read terms on reverse side of form. Boxes SIGNING PARTY: FORWARD THIS DOCUMENT TO RESPONSIBLE PARTY Kegs/Ctns Received By: Print Name: Date R'cvd. Pallets Bundles � � � �----- *** PACKIN� LIST *�* Order# 01-00233197 . � -�;,�: 01.23 LV 1-01-00233197 Order Date 07/19/2013 -, .... .. . � ,.�� '`FaSfening&Constructlon Solutions ' ._. _ .. � _,,. ._ _ _ Ph,_o.ne:._ ..- � �a r: Page 2 of 2 �� - .- _ _ 1085 NORTH 7TH ST Fax: Entered by: DONW01 � BILLTO: Acct#: 15830 SHIP TO: CONCORD IRON WORKS Contact: JOE 925-432-0136 ---.-- 1501 LOVERIDGE RD BOX 15 _ _ _. CONCORD IRON WORKS 1501 LOVERIDGE RD BOX 15 PITTSBURG, CA 94565-2812 1'ITTSBURG, CA 94565-2812 JOB: APPLE IL-4 CAFE Phone: 925-432-0136 LS REF: 1335CON Fax: 925-432-0440 Customer PO#: 28848 Special Instructions: Freight F.O.B . Ship Via Tracking Number Req Ship Date PREPAID L&S TRUCK d7/23/2013 Order Qty Ship Qty B/O Qty Item#!Description U/M: 14 14 0 011006260600 EA BOLT,S/8-11 X 6 300 Cust P/N# 24 24 0 20100626 EA . HEX NUT,5/8-11 PW ASTM A563-A 2.5M Cust P/N# .� _ : _ _. � -: . � �:=� .:mN. ROTO H A M M E R _ - .. ��J� . � .. WE�GE ANCHOR - . , _��._.�..:._. �� - S ETT 1 N G TO O L. THIS ORDER IS ACCEPTED PER LORD&SONS TERMS AND CONDITIONS. Read terms on reverse side of form. Boxes SIGNING PARTY: FORWARD THIS DOCUMENT TO RESPONSIBLE PARTY Kegs/Ctns Received By: Print Name: Date R'cvd. Pallets Bundles . • ,.;�; "- - - - . -',. - �: ' . -. .: ,.:;�., - .. - i�vc. �� _ _ -m- e Fastening�Canstrucfion Solutions . ;�-7' '�;. . . {. CERTIFICATE OF CONFORMANCE TO: CONCORD IRON WORKS CUSTOMER � pRDER NO. 28848 � JO� 13335 � LS ORDER NO. 01-00233197 ATTENTION: . DESCRIPTION OF MATERIALS & SPECIFICATIONS ITEM NO: � DESCRIPTION SPECIFICATION NOTES 1 H�EX BOLT 3/4-10 X 6-1/2 ASTM A307A 2 HEX BOLT 3/4-10 X 2-1/2 ASl"M A307A. 3 HEX NUT 3/4-10 ASTM A563A 4 HEX BOLT 578-11 X 7 ASTM A307A � 5 HEX BOLT 5/8-11 X 6-112 ASTM� A307A 6 HEX BOLT.�. 5/8=11 X 6-1/2 . ASTM A307A 7 HEX NUT 5/8-11 ASTM A563A 8 . 9 _ . 10 11 _ 12 13 14 15 WE HEREBY.CERTIFY THAT THE ABOVE.D�SCRIBED PFcODUCT CONFORMS TO THE SPECIFICATIONS LISTED � Lord & Sons; Inc. � : Date �� San Jose Sacram en to - � _ 430 East Trimble Road . H2yl�vard _ � San Josa, CA 95137 408/817-8900 Benicia. � Fa;. 408/87 7-897 o Bellilower I ' , 'I .. I .. � ' . �.3`_.��..__. .:._----- __ ._---.. _ � i , . , - , , , ' ��r� �� cCh�n�ca� �d ��rsi��. �:��t�e� ��H[�.P�C� �H�1`�T . '' � I , Tesf Dnte 2012/1/19 . Customer STELPAST INC. �aSt�A�IS.1IIdl1SCI1�S Z.tCl._ Purchnse Order No. PO 0 15148 Desc�ip�ion ASTM A325 Hex Bol[ No,l 11,Wanli Road,Gangsh�n Aishict, , Ship Qudntity 34G50 PCS. 3ize 3/4-10 x2 ISO 9001 ICaohslung 82050,'Z'aiwen �, , Mnnufecturer Chaang Shin Lo�No. L1109023<4-1 ISO 17025 LAB Tel;+flB6-7-621-9909 PAX:+IIQ6-7-621-9904 �xnxnxr�h1flTlESIl1Tl COITI SUrf�ce�'inlsli Plain I . . I 1 1. 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F,S�i:�r �6, ,��".;�i �-Js��v �j?r, `�_ vi�7'1e53�2i� u ��, W.},S�:ERSPLr?,; � .. . i=- �:7A-C�� -' � " `L� . . . tc�n A n i:Pa � . �. . ,_ 3I4 � a.3��3� P�� I Ln v?D�J�?5�i �� F/f.�'h.r`T��I;'.� LrJ-.�' �"" � ,/� � h1C:,. }-;�,1 N�, I � � � � � �R�� " �is�.`�'� I �.�-:��'90��-{�jfl �a � J Q�I�L�D-� v' I � � , MSr_.�O?! . . - ` Fi ' I�v?t t.f�r:L I I ;� o,:,�n�� .�ST1:�1<$35 �' . �i� . . , 5�' ��.. �I�., :�� ,� is� � �riUP��I`1GN�� i�� tJ� A;Ci IJ_=�R��IT�T CON�:3.,J��1 � :. ��J�� . � � �r � � � � :�� . � '� . . ` ,I`�� '?v.e�7-21.�3 I . 2L�,-�_1_� � CK �� D , �� 9� �0.�13-3z�9 . I 3�.�3�.f f �� . �� THiC�S . ' , __ � _� > . � 3:�9c:"__315: I 3.1-�'.:7 C�j� � hPF"r�t�.Ai�u'�1� o- . - � � .�.r� + ..r�„��;� o� � �.. .. . . �� ivi�ESU�Ft��]T 7'��;tJt;�`: 7�,��E�vY R.EJui� ��r'�f�C.S1 �Q�J�EJ 3 � �- �.,� T - �' PRQPFRTICS S LnT�)AP,�l�F-T UE I I I �� ' �t� 'ah�'nf� � . .g7? �L � �—�� + o �, PA��'LG�3TR�S � ��,, ' :��.�:� I - I a i x��s � ;�� 2. � . �. :�'�Z':.'35s� g� v3 � 4; I 7 =?3 £s '� ,I I ^� � � - �-IE��.4L E"�;'_rf��i IT �, �' � � '� . . ;�i C '1 ' ARIl P S . C }+%C f3i ��1 !1 1J I 1:! � � . �-c '3� . . :''��, �L �' � -� � �.�. � =4' 1-�` .� . "�,' �.� Q?l Q.b4. (7�Z7 (i:Dl 3', C:fr� �:�; �bo ;:�: l 1 . .. �� _ . _ . . � _. _ ,� ' ��^.H . � , ' �' 43 . ' J d4`� �!:-lF.�� '�`�•� �. �� s�� :�� 4 �rn�. �..� �l _ �,�,y ;�� c° �I�T'E :� �.s, �� . � � . � �� . . : � � :� ..� 7�' . :� - � � . . . - . _� _ � e � • TES ITNG CONSTRUCTION • msrECTrorr .�- ��'��<�,��,��a�.-- ,.- --�- .��—_ _,-=x,-.__-__ _ _�.NGINEERliVG -___ _---.� __ _�_�_-_.... _�.4.,..:_ ._Lt�_____ ,.,�. _ -. - . .._._ __ _ � _r __ . _ .r-. _. • • Summary Report#8 September 2,2013 Apple,Inc One Infinite Loop,Bldg 4 Cupertino, CA 95014 Job No: J8986 RECEIVED Job Name: Apple IL4 Truck Dock Addition 10700 North DeAnza S E P 1 .8 2013 Cupertino,CA 95014 Permit#: 13020009 Nalrie: August 28,2013 ' Lisa Marie Vossen reported to Larry Herdie with XL at the jobsite. Observed the application of sprayed fire resistive material—brand Cafco—type 300:2 hour fire rating,deck= 1"W 12 x 19=7/8,W 14 x 22=7/8"3 x 3 x '/4"= 1 3/16,5 x 5 x 3/8"= 1 3/8.Performed thickness tests,results attached. Sampled fireproofing for density tests: size 4"x 12",(1)beam sample. Observed the application of spray-applied intumescent paint—type Cafco WB3. Checked thicknesses for columns. Since specified thickness 280 mils. Work in progress,reinspection will happen on 9/9/13. Pass or fail to be determined. Work observed was,to the best of Lisa's knowledge,in conformance with approved plans,specifications and applicable standards of workmanship. August 30,2013 Jeff Buscheck picked up(1)fireproofing sample and(6)HS bolts from the jobsite. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements,but please note this report shall , not be relied upon by others,as acceptarr�e or guarantee of the work. Even with diligent inspection techniques,the contractor is solely li e or defects or failures to adhere to the code. 9/6/2013 Reviewed b ona elts,P.E. Date Associate ngineer Technical Contact: Timothy Casey,SeniorEngineer(tcasey@cts-l.com} Administrative Contact: Yolanda Deras(yderas@cts-l.com) cc: Building Department—City of Cupertino Contractor—Devcon(email) Steel Sub—Concord Iron Works(email) CTS PM—Aaren McBride(email) CTS Associate Engineer—Jonathan Felts(email) JC 21.1.£Rheem Drice,Pleasanton, CA 94558 • �a Phone(92�)462-57.51 • Fax(92S)4b2-5183 4770 Duckhorn Drive;Sacramento,CA 9�834 • Phon.�(916)41.9-4747 • Pax(916)419-4774 One Embarcadero Center,Suite 535,San Francisco, CA 94111 • Phane(415)43b-23_57 • Fax(4I�)334-4747 24Ci i0"'St.,Suite 101,Oakland,CA94601 • Phone(510}444-4747 • Fax(�3.0)835-1�2a" . . ,��. ."CESTY@�i� Iss�t=:��-.- ,- - - _ _ __. ,�y, _._,_, _ _ _ _ —�. _: _ ... ..._ _ _ - . ..a.. 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"4�`' �'�� i �Z �5 S� � �. �;; ��;- .'�� :� �i " ° � ._—�_jarne�ir��mrtlarc'�wifh ASTF.1 E605 � . i^f i Yd�rk (�"�r�s �uas not fraspected and sarrtp#ed in a�cc+€darn�v�`��-�np-:�v�.:;�:�z. .,...� ._.__. ;_} Y.or'.t �vra5�^ Q xras not irtspected and sampled in a�se�an�+.�+��'i G�FY,��s��e�rs�..�� _,..,_. f ` Y � r" � � �,��,��—. I`��'�j- t..� ��.. .��fiSJ�CiG°F ��_� � _ _...._ ___.._ _... _.___ _ _ - a_ .,: � I ` �'' •T'�SS'f�t�� Ds:4:��e�o.: _ - . s - -- _ - _ - - _. _ ,. _ ___ � _. .r �.i�� ;--�- _ ; -- DSA.AppI.itio_ _ ' _ - __v__ _ _. ._ -- _- .�.,. �• . � . - - — i`' ,�. ,� .�-,:�.- -....--_,�,_ - ` - - �� 'E'HIG1hd�Ef€Tt�l� L:nA*:o.: � ��: �ir�prc�c��r�g "��€�� fc f Project tdarne �� ,.�"'��3� �."?'.;�JCy ,fob�10_ V�� Dafe �f.��j;f�� , Fro�ecY Lncatiari ��"�'`,��. .:.�j�--+"": #� �"�''?�' ��`�'��.-t( C`3�=1 f�1,;'�tiv,•t T'��t�.:l�--. CTS F�epreset�a�!e ��' �c ��S v L";'� S �3 � lY� f o S T �7 . € (t9ember Ty{�e . r s � � � _ Golumr�s 2 se�s oi 12 Y 8 � - y...� \ � �EkR?S Z S0t5�{5 � I . � �i1�5{�SIISSES� � �SL.�S Rf% i +t Ilecks 1 sef nf 4 � i t S � � <$yf��z for Tl,easud Tfiklmesa oi Firc-t2esisfive '�e��di�g ali rrzdmg5 ir:'It7E' 7iai IOCWoni iarYeesuliny�Yd¢e�,p{FI'Cdt�II�nm � ' c�,�ti,a.c:��on s.srn��ewurmc - Fs�atarisk an Jol�:i:s tTruscea# Str�Cture Ffaat LacatiOn t 2 3 � 5 6 7 €� 9 10 11 i2 r�,vg. Spec. �^^�, ��`� Thiek(ih) �ixsicK�n� ` :. : v�t�Si � �; �..•° ,. - ,.--,,, t_,��t�'✓`: ! i-t t� � � � , �` i � .,, ..� r:~`'�: �S� �„ `.,, ,,.-- 1 Y e } �« �. ;�,� }'� . v" ��,�}.'� J ��ts � �,' ;f�t/ �� {3�' 1 ts .,�`. '\ � ,� � Y�.\ €1! `�, y ,-� /-�"} �y1.�'••�.} .�hhC`�.�. r.., • .', . . �,-,. °},�lS'iWb �",� ra'`"�`""' �` �`' t; � �. � :� a 1;�:� � �� ,, >.L r.- � , � :�.�.� t .,, 4�..q_ �ws� �� -� �,, -�: � �y '' 4� i `�,- ,�, � � ��v — ` ; .� � ,`� �,-,- .. �,E. ` � � �;.,,•.f( �:�� •��i �: } �; v � ",..-�"" �4. s'� r�� y � � 'TeSs pe:f�mea in zc:erdar�z x�h f:��'!Td EE35 .. �r 7 �,'' Wyar'K �„vras �u�s not irtspecYed and samp[ed ia accordasice wifh�-appraued pEans�nd�e�€ficafi�€�.. r L {� V��tk #�m� �x�s aot .inspeeted aiaB sampted in a..cnrdanc��ith(?S�Ffii3-3pprou�p#azzs a�ae�s�asci€rca#i�rrs. � � /s hY�, ��.' ��'��j . �i -r s { � , ��%��15TJ8C�Q� �$i8� .. . E � � : 3 ,�'��^ • TESTING CONSTRUCTION . irrsrECTioN : : _....__.�r:,�:= '='E;ft�"`iTNEERTNG _,_,:�__,- -..._�-� --- :.- .._.tiv. : TESTING-S��VIC-£�- _ __ _.,— .�_.y_—_ Summary Report#9 September 9,2013 Apple,Inc _ -- One Infinite Loop,Bldg 4 Cupertino,CA 95014 �cEI�D Job No: J8986 Job Name: Apple II�}Truck Dock Addition SEP 18 2013 10700 North DeAnza Cupertino,CA 95014 Name: � Permit#: 13020009 September 3,2013 Lisa Marie Vossen reported to the jobsite. Intumescent paint re-inspection on Sx5x3/8 columns at loading dock with Cafco W B 3.Checked work in progress. Awaiting thickness specifications,preferably listed in mils,since that is what the positector uses to test thiclaiess. Work observed was,to the best of Lisa's lrnowledge,in conformance with approved plans,specifications and applicable standards of workmanship. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements,but please note this report shall not be relied upon by others,as acceptance or guarantee of the work. Even with diligent inspection techniques,the contractor is solely li bl for defects or failures to adhere to the code. 9/12/2013 Reviewed yJona anFelts,P.E. Date Associ e Engineer . Technical Contact: Timothy Casey,SeniorEngineer(tcasey@cts-l.com) Administrative Contact: Yolanda Deras(yderas'La�cts-1.com) cc: Building Department—Ciry of Cupertino Contractor—Devcon(email) Steel Sub—Concord Iron Works(email) CTS PM—Aaren McBride(email) CTS Associate Engineer—Jonathan Felts(email) MH 2118 Rheem Drive,Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)462-5183 4770 Duckhorn Drn-e,Sacramento,CA 95834 • `�9 Phone(916)419-4747 • FaY(916)419-4774 One Embarcadero Center, Suite 535, San Francisco,CA 94111 • Phone(415}438-2357 • Fax(41�)334-4747 246 30`�'St.,Suite 101,Oakland,CA 94601 • Phone(510)444-4747 • Fax(�10)835-1825 J ' • TESTING CONSTRUCTION • INSPECTION ,:_._ ,,_` TESTING SERVICES • ErrGn�rEExrrrG Summary Report#2 July 22,2013 Apple,Inc RECEI�TTEE� One Infinite Loop,Bldg 4 Cupertino,CA 95014 JUL 2 9 2013 Job No: J8986 Na�e: Job Name: Apple II�Truck Dock Addirion 10700 North DeAnza Cupertino,CA 95014 Permit#: 13020009 � July 13,2013 Edward Bindert reported to Larry with Devcon at the jobsite. Observed placement of concrete(mix no.3FOEG9C1, 28-day strength of 3000 psi,specified slump of 4f 1 inch, 18 total cubic yards placed)for truck dock addirion. Monitored loads for mix no.,slump,temperature and time limit. Prepared cylinder test specimens sampled from mixer chute. Set 1 Slump 4.25 (�.) . Mix temp. 83 �°F) Air temp. 70 �°F) Truck No. 7134 Location Loading dock,1�lift 4 Per Set, 1 Set,4 Total Observed placement of rebaz for walls of truck dock,reference 52.01 and S3.03. Ok for concrete placement. Consolidation of concrete by mechanical vibrator. VJork observed was,to the best of Edwazd's lmowledge,in conformance with approved plans,specifications and applicable standards of worlananship July 18,2013 Ramon Carrillo reported to Roy Pantle and Larry with Devcon at the jobsite. Reviewed welder qualification papers for Arnold De La Cruz—ID#6829 and Alex Regitano—ID#0726. Observed welding performed in pro�-ess and completed by(2)welders previously reported using E71T-8-H16 NR-232 wire. VJeldments observed consisted of plate to plate 3/8"x4'/2"x9"welded to existing embed 5/8"xl2"xl'1"with 5/16"fillet weld on both sides at loadin� dock 1,level4 addirion,reference 17/5301, 1/S201, 1/A2.01 and AB2#4. Platform total(10)plates welded. WPS and mill certification obtained by Jonathon Felts(CTS engineer)and reviewed for conformance. Welders' certifications on file. 2118 Rheem Drive,Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)462-5183 4770 Duckhorn Drive,Sacramento,CA 95834 • Phone(916)419-4747 • Fax(916)419-4774 One Embarcadero Center,Suite 535,San Francisco,CA 94111 • Phone(415)438-23�7 � FaZ(41�)�34-4747 246 30�'St., Suite 101,Oal:land,CA 94601 • Phone(510)444-4747 • Fax(510) 835-1825 t ' `��~^~�` • TESTING CONSTRUCTION • INSPECTION - ' TESTING SERVICES • ENGINEERING July 19,2013 Steve Corona picked up 4(6x12)cylinder samples from the jobsite. Laboratory test resWts are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements,but please note this report shall not be relied upon by others,as acceptance or guarantee of the work. Even with diligent inspection techniques,the contractor is sole ble for defects or failures to adhere to the code. 7/23/2013 Reviewed Jonathan Felts Date Staff En ' eer Technical Contact: Timothy Casey,SeniorEngineer(tcase�cts-I.com) Administrative Contact: Yolanda Deras(yderus�a,cts-l.com) cc: Building Department—City of G�xpertino Contractor—Devcon(email) Steel Sub—Concord Iron Works(email) CTS PM—Aazen McBride(email) CTS Staff Engineer—Jonathan Felts(email) LH 2174 Kheem Drive, Suite A,Pleasaaiton,CA 94588 • Phane(925)462-5151 . Fax(925)462-5183 4770 Duckhonl Drive,Sacrainento,CA 95834 •�9 Phone(916)419-4747 . Fax(916)419-4774 One Embarcadero Center, Suite 535,San Francisco,Ca 94111 • Phone(415)438-23�7 • FaY(41�)334-4747 246 30`}' St.,Suite 101,Oakland,CA 94b01 • Phone(510)444-4747 • Fa�(510)835-1825 • TESTING � CONSTRUCTION • INSPECTION TESTING SERVICES • ErrGn.rEExn.rG Summary Report#3 b� July 29,2013 1�C�I�� Apple,�� A UG 0 7 2013 One Infinite Loop,Bldg 4 Cupertino,CA 95014 Na1x1�; Job No: J8986 Job Name: Apple IL4 Truck Dock Addition 10700 North DeAnza Cupertino,CA 95014 Permit#: 13020009 July 20,2013 Tim Cherrie reported to Lee with Devcon at the jobsite. Observed placement of'h"all thread for wall embeds at lines W and V at loading bay. Embeds were at 15"on center. Epoay material used: Simpson Set XP22. Holes were drilled to a depth of 6"and a diameter of'/2". Holes were checked for cleanliness. VJork at this location was done as per RFI#026. (30)Total bolts placed. VJork observed was,to the best of Tun's laiowledge,in conformance with approved plans,specifications and applicable standards of worlananship July 23,2013 Mark Eres reported to Tom with CIW at the shop. Reviewed welder qualification papers for Armando Cardona,ID #2523,and Gerardo Vazquez,ID#8247. Observed weldi.ng performed in progress by(1)welder using FCAVJ process with E70T-6 NR 305 wire. Weldments observed consisted of complete penetration and partial penetration multi-pass and single pass fillet welds joini.ng column splices,gusset plate connections,knife plate and complete penetration on gusset plate connections as per approved shop drawings. Columns Al2 and A13 are in progress. Work observed was,to the best of Mark's knowledge,in conformance with approved plans,specifications and a�plicable standards of workmanship. July 24,2013 Mark Eres reported to Eric with CIW at the shop. Reviewed welder qualification papers for Armando Cardona,ID #2523,Gemado Vazquez,ID#8247,Ficencio Vasquez,ID#6709,Brian Kelly,ID#2031,Norman Cruz,ID#4523, Jose Vasquez,ID#5460,and Jesus Acosta,ID#0637. Observed welding performed in progress by(7)welders using FCAW process with E71T-8 NR 232 and E74T-6 NR 305 wire. Weldments observed consisted of complete and partial penetration single and multi-pass fillet welds to assorted beams with stiffener plate,connection plates, columns to base plates,column splices,and knife plates and gusset plates. Columns have(4)eomplete penetration splices each. See attached member checklists for piece numbers. VJork observed was,to the best of Mark's l�owledge,in conformance with approved plans, specificarions and applicable standards of workmanship. 2118 Rlleem Drive;Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)462-�183 4770 Ducl:horn Drive, Sacramento,CA 95834 • Phone(916)419-4747 • Faa(916)419-4774 One Emharcadero Center, Suite 535,San Francisco;CA 94111 • Phone(415)�38-2>>7 • Faa(41�)334-4747 246 30`�'St., Suite 101,Oakland;CA 94641 • Phone(510}444-4747 • Faa(�10) 855-1825 • TESTING . CONSTRUCTION . n.rsPECTiorr _ TESTING SERVICES • ErrGn.rEEx�rG - July 25,2013 Mark Eres reported to Eric with CIW at the shop. Reviewed welder qualification papers for Armando,Ficencio, Brian,Norman,Jose,and Jesus.Observed welding performed in progress by(7)welders using FCAW process with E71T-8 NR 232 and E70T-6 NR 305 wire.VJeldments observed consisted of complete and partial penetration single and multi-pass fillet welds to HSS column splices with 4-6 complete penetrations per column,stiffener plate to gusset plate,knife plate on columns,assorted beams with stiffener plate,connection plates,and beam splices per shop drawings. See attached member checklists. Work observed was,to the best of Mark's laiowledge,in conformance with approved plans,specifications and applicable standards of worlananship. Laboratory tesf results are enclosed if testing was done during the period covered by this repor� Linzitations: These inspections were performed in accordance with requirements,but please note this report shall not be relied upon by others,as acceptance or guarantee of the work. Even with diligent inspection techniques,the contractor is solely liable for defects or failures to adhere to the code. �'� 7/31/2013 Reviewed ona elts Date Staff Engineer Technical Contact: Timothy Casey,Senior Engii7eer(tcasey@cts-I.conz) Administrative Contact: Yolanda Deras(yderas@cts-I.conz) cc: Building Departme�t—City of Cupertino Contractor—Devcon(email) Steel Sub—Concord Iron Works(email) CTS PM—Aaren McBzide(email) CTS Staff Engineer—Jonathan Felts(email) JC 2174 Rheem Drive; Suite A,Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)462-5 I�3 4770 Ducl:horn Drive; Sacramento,CA 95834 • �q Phone(916)419-4747 • F�(916)419-4774 One Embarcadero Center,Suite 535, San Francisco;CA 9411 I • Phone(415)438-2357 • Faa(415)334-4747 246 30`l' St., Suite 101,Oakland,CA 94601 • Phone(SIO)444-4747 � F�(S10) 835-1825 1 •TEST(NG CQI�ISTRUCTION " .iNSPECTIntG :' `. TESTtI�G SERI�ICES •ENGINEERlNG Member Check Lis# Project: _l�1 �� {t1t. S,% 5"r!�(� c�s P��t� 2353 J'?lc,�f�tLG c� sd�rN s-F. Job No.: �� Date: %—2�2 l 3 CTS Representafa�►e: {�'�/2� —r Member Member Weld Finat Ac�. ID Description Type(sj '�' Rej. Insp. Remarks Date �l'� .�6E� 3�,u��+ � fr-' ;' � �,� 3 .-r, 7 22 r�3 ��i �J 2z3� 1 ii r� �]�'L� �' ��ir,� � X � `�� 5/.v� i �'t�� . . �03 Cg� �J �2 �� P 33 7 � � � �� t��` � �j� 3 �R� S �l� l /a '�z"t�L 'Z"`� s ��f�9 1� �� x�z � �� !' j`� l,/ �t -3 tr� �� r �r � �t�'35 �� i �i.� �_ r, �n�� r �� P d c �� - 1 Z �i�'DS ,a 3�� !��'o �"1-�!� d ' - - '-'c�7 S. '�1'� �I$.� , �. �, g , y 5.5/, �9 9.G, 5�,�. .b. --, �2 l3 �c�;�res Inspector Signatuce Date � �'l5�1 pg 1of� Q�1 E?CP,�1'1f2{�35 2118 Rheem Driue � Fleasantan,CA 94588 j Phane(925)462-5151 � Fax{925)�62-5183 4770 Duckhom Qrive,Suite f�{ �acramento,C�95834 � Phane(916)419-4747 � Fax{91�}419-4774 i . •TESTING y,; �flNSTRUCT:I`ON •iNSPEGTtI�G ` '' �-� TESTI;I�lG.SfRVIGES �ENGINEERING Member Check List � Project: f��!"'� ��"�`�+.��i, ��rff��,r-' t ��1�� Job No_: �� Date: �-�-��:t - % CTS Re.presentative: tf��,� � 11Aember Member Weld Finaf Acc. ID ' Description Type(s) Acc. R�j. Insp.: Remarks Date �� .. L;� � �� -I� :(�� ' �, � - �.E' �� r� � �� , �'2" �-- ys' �3�� r.3.�z � �' ' �� .�` � �� f �'�"� r�` Y,�-� � .,.�` ( �� .�� ,� t} L'j��.. �{� � :;��c �s'r��r� � �"�� c,�+�:.,� �j� �1�.. '' �: r,,�' �5.��-e`� �3;r��7f� r�:.��-' . , !�" 1 - t",._ ' �< �� - ��- f f� d� t3�'�+�J1r��"'c t,�si�3� t ��-,� �� ' - �-� � �.= �a � �,... � �� _ � � " � � lnspector Signature Date p9�f 2118 Rheem:Drive ( Pleasanton,CA 945$8 � Phone(925)462-5151 � Fax{925�462-5163 4770 Duckhom Drive,Surte A( Sacramerrto;CA 95834 ( Fhune(916)419-4747 ) Fax(91fi)499-47�4 t r •TEBTItd� ,� -:. �.,`,CC:?.NSTRU CTl:�N .�NSi��C`TiNG =�:�TE�STfN.� SERVIC.ES •ENGINEERfNG Member Check List Praject >�� `�` �� '��'i �f�",�i'��r" �4i f�fi"C �(.��-�.} Job No.: ��.r� Date: "��-"�� GTS Representative; �� Member Member Weld Final Acc. ID Description Type{sj Acc. Rej. Insp. Remarks Date �� ' `� � f-:=��`t� �-�� ` � � , ''-�� 1`� .�-� � �'�..��" � '�" �''� �� i � �� a�� r r � � �� / � ��°,;��4�� l�',� e��' �� --'. r'�" �i�'�- <,� !� � 1�`'"� r�t;��.f".e:S.� � ��.� ��- �.�° t� �''� z.�"e�.� } �-�� '.r� �� 'o' `��/`,� �1'�"' t��'''�� r'`�� ''"� -'�... �'.� ,,�` Inspector�ignature Date Pg`�of� 2'I 18 Rheem Drive ( Rleasanton,CA 94588 � Phane(925)4�2-5'15a � F�{925�462 5183 4770 Duckhom Drive,Suite A( �acramento,CA 95834 � Phone(91&)419-4747 � Fax j8i6}419-47?4 � y , • - -- - •TEST{N� s. ' ,,_: �`�I��T.�U�T�:�I�" �� .,INSPECTING - �`T�Tf�I�C �S�RVi;�E� •EN�1'h1EERING Member Check Lis# Project ��°�� ''��U�. `7b� r�i'7�r�� 1't ,�:��,�� Job Mo.: � Date: ��"�� GTS Represenfative.: ��'� ��„� Member Member Weld � Rej. {nsp. Remarks Finai Acc_ tD �escriRtion Type(s) Dafe . � �t��-tl+l+t �� , ''��s L� ,� �1'� L�s,''/t,� �l 2�rr3, t. `'� � � � ec� �'> � � �7 �.� �� LC� C�' �� ' �'' 1 �t� �' C',�� ' ��' � �-. �� '`� �� =�� - �� = ,.� � � � �� ,�, 1� �' �-` r'��`� . t'� .f ,`.-- �� ' . P� .�,.� �" - ��' �,� �' L �� - (�'� �' U,- � r �� - �r- �� _�.� .� Inspectcr 5ignature Date Rg-2of�. 2118 R1�eee�i Drive � P3easartiton;CA 945�$ � .Phone�(925�4�2=515�.:�.Fax.�925�.462-5183 477a Quckhom Qrrve,Suite A} Sacrarr�enta,CA 95834 j Phone(916a 419-4747 � Fax(916)419-4774 � �� , :�e�:;�•r�� i"��.�i�M,1;.�� '��F��.:.��,i1��{,�1=:�?�; � . 4:.l��iJ��1�� '�9'9Ee,�.�i�'.�`I�.��'' 'Tf�.�J+:�'.�?�.� �F �T�t�C7dlki��`i„lA1,I,%��=�3�3 S- • _.. `� ^� ,�+ Ff I.�1��4.� ��f.�� a� a ��v5�-�G3,.�s,.�c��1 �..� 4��4 i�2,� � .;'��t ��5��{.��,-1 .��r�� z°��t��;�.:�� Field Number: 4 Laboratory Compression Test Project Name: Apple IL4 Truck DockAddition Project No.: J8986 Sampled By: Eddie Bindert Report Date: 07/22/2013 Client: Apple Inc. Date of Sampling: 07/13/2013 Lab Log No.: 82283 Information provided by Field Technician Mix#: 3FOEG9C1 Supplier: Central Contractor: JJ Albanese Set: 1 of 1 Truck#: 7134 Desi n Stren th (psi : 3,000 @ 28 da s Sample Material/Shape: Concrete C linders 6x12 T pe of Struct�re: Wall Location: Onsite Location for overall Truck loading dock wall , level 1 pour: Location (1 st lift)truck loading dock wall , level 1 when sampled: Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature(°F): 83 � 50-90 Slump(in.): 425 4+/-1 Unit Weight(pcfl: N/A N/A Air Temperature(°F): 70 >40 Air Content(%): N!A N/A Time Sampled: 10:14 am N/A Aggregate Size(in): N/A N/A Time Batched: 9:21 am N/A Time in Truck: 53 mins <90 Mins. Information suppiied by Laboratory Technician Date Received: 07/19/2013 Technician that received: JH Test# Age of Dimensions(inch) XSection Ultimate Load Compressive Type of � Test(Days) Date Technician Diameter Length Area(in2) (Ibs) Strength(psi) Fracture A 7 07/20/13 TW 6.00 12.00 28.27 96,650 3,420 Type 3 B 28 08/10/13 6.00 12.00 28.27 C 28 08/10/13 6.00 12.00 28.27 D H 28 Day Avg.: Remarks: L15 � � i `�.�� 1 �, � r � ' ' -_'_ ` ,� f' � � "_ a ;�.,_�- _ j - o�izv2ois Reviewed by:Andy Malone-Staff Engineer Date ASTM Standards Used: Unless noted,material was sampled and tested in accordance with ASTM C172,C31,C143, C231 or C173, C470, C511, C617,C1077,C1231,C1064,C138 and E4. Compressive strength tests perASTM C39. F�actut'e Key: 1.Well-formed cones on both ends 3.Columnar vertical crackin throu h both ends 5.Side fractures at to or bottom 2.Well-fortned cone on one end 4.Dia onal fracture with no aackin throu h ends 6.Similar to T e 5 but end of linder is ointed Testing was performed by qualified personnel in accordance with generelly accepted industry practice,material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The tests perfortned and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items tested and it should not be relied on as such. The report has been prepared for the exGusive use of the client and any partial or whole reproduction without the consent of the client is prohibited. • TESTING CONSTRUCTION • 1NSPECTION TESTING SERVICES -- • �rrG�Ex�,,G - Summary Report#4 August 5,2013 � !,,cEI�E� Apple,Inc One Infuute Loop,Bldg 4 Au� � 7 z��3 Cupertino,CA 95014 Job No: J8986 Nam�: � Job Name: Apple 1L4 Truck Dock Addition 10700 North DeAnz.a Cupertino,CA 95014 Permit#: 13020009 July 27,2013 Brian Prouty reported to Lany with Devcon Construction at the jobsite. Reviewed welder qualification papers for Saluador Aquirre ID#1922. Observed welding performed by 1 welder using FCAW process with NR232 wire. Weldments observed consisted of fillets and flare bevel. Tacldng only at roof level at lines X.5-V/19.6-19. Collected copy of MTR's attached. Obtained(6)samples of high strength bolts. 24,A325X 2x3/4"xl '/<"x 3/4"bolts installed. Observed installation of 107,2"x 3/4"xl 3�4��X 3�4��A325 X(bearins type,threads excluded)at li.nes X.5-V/19.6-19. VJork observed was,to the best of Brian's laiowledge,in conformance with approved plans,specifications and applicable standards of worlananship. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitatio�zs: These inspections were performed in accordance with requirements,but please note this report shall not be relied upon by others,as acceptance or guarantee of the work. Even with diligent inspection techniques,the contractor is sole ' le for defects or failures to adhere to the code. 8/2/2013 Review y Jona an Felts,P.E. Date Associate Engineer Technical Contact: Timothy Casey,Senior Engineer(tcasey@cts-Lcom) Administrative Contact: Yolanda Deras(yderas@cts-Lconz) cc: Building Depa.riment—City of Cupertino Contractor—Devcon(email) Steel Sub—Concord Iron VJorks(email) CTS PM—Aazen McBride(email) CTS Associate Engineer—Jonathan Felts(email) RO 2118 Rheem Drive,Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)462-5183 4770 Duckhorn Drive, Sacramento,CA 95834 • Phone(916)419-4747 • Fax(916)419-4774 One Embarcadero Center,Suite 535, San Fraucisco;CA 94111 • Phone(41�)438-2357 • Fax(415) 334-4747 246 30�'St., Suite 101,Oakland;CA 94601 • Phone(510)444-4747 • Faa(510) 835-1825 �' • TLSTING CONSTRUCTION • INSPEC7'fON : TE�T�G-SERVICES � _ --.__- . _ . _. ._ _:,�._. �ciNL�RiNc °'`` ` ----- : _�. _ Summary Report#6 August 19,2013 Apple,Inc One Infinite Loop,Bldg 4 C�pertino,CA 95014 Job No: J8986 Job Name: Apple IL4 Truck Dock Addition 10700 North DeAnza C�pertino,CA 95014 Permit#: 13020009 � , . �, August 10,2013 Don Keller reported to Larry with Devcon at the jobsite. Observed placement of weight height concrete(mix no. L691L2ES,28-day strength of 3,500 psi,specified slump of 4±1 inch, 18 total cubic yards placed)for 1s1 floor deck at V-H/19-19.6. Monitored loads for mix no.,slump,temperature and time limit. Prepared cylinder test specimens sampled from pump hopper. Set 1 - Slump 4 in. Mix temp. 75 (°F Air temp. 65 °F) Truck No. 7134 Location V/19.2 � � � 4 Per Set, 1 Set,4 Total Observed placement of WWF(4x4)W2.9xW2.9 for 15`floor deck at V-H/19-19.6. Reference RFI#037 for added 4x4-W29xW29. Ventilation holes were drilled in bottom of deck at 6"on center(staggered)as directed. Work observed was,to the best of Don's knowledge,in conformance with approved plans,specifications and applicable standards of workmanship. August 12,2013 Conner Hill picked up 4 cylinders at the jobsite. 2;1:i8 Rheem Drive,Pleasanton,CA 94588 � • , Phone(925)4E2-SI.51 • Fas(t)25)452-5183 4770 Duckhorn Drive,Sacramento,CA 95834 • Phone(91E>)�19-4747 • Fax(91b)419-4774 One Embarcadero Center,Suite 5i5,San Francisco,CA 9�111 • Phone(415)4�s�-23S7 • Fax(415)334-47�7 24�iC)°i St., Suite 1.01,Dakland,CA 94601 • I'hone(5"10}444-4747 • Fax(:>.1.0)835-14?� s �'�� CONSTRUCTION • TESTING • INSPECTION �_:,.__. _ :TESTING SERVICES _____.__ , _ _ .__. --_- .-------- _. - Err�xirrG - Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These' ections were performed in accordance with requirements,but please note this report shall not be relied upon o rs,as acceptance or guarantee of the work. Even with diligent inspection techniques,the contractor is solel 'able or defects or failures to adhere to the code. 8/23/2013 Reviewed by na E. Date Associate E ' eer Technical Contact: Timothy Casey,SeniorEngineer(tcasey@cts-l.com) Administrative Contact: Yolanda Deras(yderas@cts-I.corrz) cc: Building Department—City of G�.pertino Contractor—Devcon(email) Steel Sub—Concord Iron Works(email) CTS PM—Aaren McBride(email) CTS Associate Engineer—Jonatha.n Felts(email) JKB /" 2174 Rheem Drive, Suite A,Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)4b2-5183 4770 Duckhorn Drive, Sacramento,CA 95834 • Phone(916)419-4747 • Fax(916)419-4774 One Embarcadero Center, Suite 535,San Francisco,CA 94111 • Phone(415}438-2357 • Fax(415}334-4747 246 30`�'St.,Suite 101,Oakland,CA 94601 • Phone(510)444-4747 • Fax(510) 835-1825 � ��. 4��'��°i".I'if:�r3 7�'��.v � i�� r`7'�t -.-.�rl�v 7 F� -�1'.+_t-`,ti'�`?' � +s��Eti��1�� ,r.Y��.�*i'[.:.I;,�C. �j.�_,�.�`;'.-`fJ'�� ....:k�cl^ <.:4,5fir,�,`.�`J ; :. ` � 1 f..,:�� Y F a � , � � .s L . . � _,t3. � _ �i�d J"'S'=dCl ��, f J � 4 k-�:� '1J P � f�r. _. __ -� � � ��_,_.__ -- - _.. __ �: _ � f�. > 7, .z. _ -. .. �c_n�c��:C3 `i�.:�-".4 ,{,�,��-=-. 'v:`�flfk�sr ....��`� ,t��1`� Fiefd Number: 4 Laboratory Compression Test Project Name: Apple IL4 Truck DockAddition Project No.: J8986 Sampled By: Eddie Bindert Report Date: 08/12/2013 Client: Apple Inc. Date of Sampling: 07/13/2013 Lab Log No.: 82283 Information provided by Field Technician Mix#: 3FOEG9C1 Suppfier: Central Contractor: JJ Albanese Set: 1 of 1 Truck#: 7134 Desi n Strength (psi : 3,000 @ 28 days Sample Material/Shape: Concrete Cylinders 6x12 Type of Structure: Wall Location: Onsite Location for overall Truck loading dock wall , level 1 pour. Location (1 st lift)truck loading dock wall , level 1 when sampled: Concrete QualitV Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature(°F): 83 50-90 Slump(in.): 4.25 4+/-1 Unit Weight(pcfl: N/A N/A Air Temperature(°F): 70 >4Q Air Content(%): N/A N!A Time Sampled: 10:14 am N/A Aggregate Size(in): N/A N/A Time Batched: 9:21 am N/A Time in Truck: 53 mins <90 Mins. Information supplied by Laboratory Technician Date Received: 07/19/2013 Technician that received: JH Test# Age of Dimensions(inch) X�ection Ultimate Load Compressive Type of ,� Test(Days) Date Technician Diameter Length Area{inZ) (�bs) Strength(psi) Fracture A 7 07/20/13 TW 6.00 12.00 28.27 96,650 3,420 Type 3 B 28 08/10/13 TW 6.00 12.00 28.27 154,370 5,460 Type 3 C 28 08/10/13 TW 6.00 12.00 28.27 153,420 5,430 Type 3 D H MEETS DESIGN STRENGTH 28 Day Avg.: 5,440 Remarks: L15 �� 08/12/2013 Reviewed by.Stephen Stroup-Staff Engineer Date ASTM Standards llsed: Unless noted, material was sampled and tested in accordance with ASTM C172,C31,C143,C231 or C173,C470,C511, C617,C1077, C1231,C1064,C138 and E4.Compressive strength tests perASTM C39. Fracture Key: 1.Well-fortned cones on both ends 3.Columnar vertical crackin throu h both ends 5.Side fractures at io or bottom 2.Well-formed cone on one end 4.Dia onal fracture with no crackin throu h ends 6.Similar to T e 5 but end of linder is ointed Tesfing was performed by Quafified personnel in accordance with generally accepted industry prectice,material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The tests performed and in this 2port are not intended to be considered as any guarantee or warranty of suitability tor service or Titness of use of items tested and it should not be refied on as such. The report has been prePared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited. , _� ' r---- r ~ CONSTRUCTION • INSPECTION TESTIN'G SERVICES — — - • ENcirrEERn.rc - - Summary Report#7 RECEI�TEI� August 26,2013 � SEP 0`4 2t��3 Apple,Inc One Inf'inite Loop,Bldg 4 Name: Cupertino,CA 95014 Job No: J8986 Job Name: Apple ILf1 Truck Dock Addition 10700 North DeAnza Cupertino,CA 95014 Permit#: 13020009 August 19,2013 Ramon Carrillo reported to Superintendent Larry with Devcon at the jobsite. Reviewed welder qualification papers for Joshua Pitts,ID#2362 and Daniel Barrio,ID#2465. Observed welding performed in progress by(2)welders using E71T-211 0.035"wires. Weldments observed consisted of single pass fillet welds joining#10 gauge clip to wide flange beam,w14x22 clips 6x4x10,6xl lx6 and 7x4x6 weldement with 1/8"fillet weld all around both sides at roof level,at grid line V-W,V.6-W/19.5 and X.S. Reference S20.1,S301 #14. Work is in progress. Contractors needs to provide mill certs and WPS. Work observed was,to the best of Ramon's knowledge,in conformance with approved plans,specifications and applicable standards of worlananship. August 21,2013 Robert Cortez reported to Larry Heredia with Devcon at the jobsite. Observed welding performed by welder on file using FCAW process with E71T-11 wire. Weldments observed consisted of 1/8"fillet welds between clip and beam. Observed 10 GA clip at 16"on center and WF beams for framing,per detail 14 on 53.01. Per visual inspection welds are acceptable. Work observed was,to the best of Robert's knowledge,in conformance with approved plans,specifications and applicable standards of workmanship. 2118 Rheem Drive,Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)462-5183 4770 Duckhonl Drive; Sacramento,CA 95834 • Phone(916)419-4747 • Fax(916)419-4774 One Embarcadero Center,Suite 535,San Francisco,CA 94111 • Phone(415)438-23�7 • Fax(41�)334-4747 246 30t''St., Suite 101,Oakland,CA 94601 • Phone(510)444-4747 • Fax(510)835-1825 � ! .r'" • TESTING . CONSTRUCTI(3N • INSPECTION ' TESTiNG SERVICES _ _ .-,�_....-sn��n.,EExr-�G- •- -� Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements,but please note this report shall not be relied upon by others,as acceptance or guarantee of the work. Even with diligent inspection techniques,the contractor is solel 'able f • e€cets�or failures to adhere to the code. 8/28/2013 Reviewed onathan ,P.E. Date Associate gineer Technical Contact: Timothy Casey,SeniorEngineer(tcasey@,cts-l.com) Administrative Contact: Yolanda Deras(yderas@cts-l.com) cc: Building Department—City of Cupertino Contractor—Devcon(email) Steel Sub—Concord Iron Works(email) CTS PM—Aaren McBride(email) CTS Associate Engineer—Jonaxhan Felts(email) JKB 2174 Rheem Drive, Suite A,Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)462-5183 4770 Duckhorn Drive, Sacrainento,CA 95834 • �p Phone(916)419-4747 • Fa�c(916)419-47%4 One Embarcadero Center, Suite 535, San Francisco;CA 94111 • Phone(415)438-23�� • Fax(41�)334-4747 %46 30°i St.,Suite 101,Oaklaad,CA 94601 • Phone(510)444-4747 • Fax(510) 835-182� , �..-*^,�.'y.. ~'' ;"i�f�:i,:1'ItfJF°i Y);.;:� `�' .t��; ,t_.rjr��..;=�(ltv�":'�.-��,`_'—.'�� ' ��T�� .��:Y��;�:��, �� ..�-�� ,.��«:: �.w�.7 ,�:,� _. , _ -�.�__ :-�� -_- ��T�1'�:��'I�� _ --- - �- . _.� �. � >r � . f� _. �;. �� J^��,�G� �•;3 rj�'�'2 LL a �� r�2,'> , ��; - �Gk�- `1 �.��.f u�� , ,,. ',r�J4,�fdi��,��-1 .c��r�'i Field Number: 4 Laboratory Compression Test Project Name: Apple IL4 Truck DockAddition Project No.: J8986 Sampled By: Don Keller Report Date: 08/19/2013 Client: Apple Inc. Date of Sampling: 08/10/2013 Lab Log No.: 83209 Information provided by Field Technician Mix#: L691 L2E5 Supplier: Central Contractor: Devcon Set: 1 of 1 Truck#: 7134 Desi n Stren th (psi : 3,500 @ 28 days Sample Material/Shape: Concrete C linders 6x12 T pe of Structure: Deck Location: Onsite Location for overall V-W/19-19.6,first floor pour: Location V.2/19.2,first floor when sampled: Concrete QualitY Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature(°F): 75 50-90 Slump(in.): 4 4 Unit Weight(pc�: N/A N/A Air Temperature(°F): 65 >40 Air Content(%): N/A N/A Time Sampled: 9:00 am N/A Aggregate Size(in): N/A N/A Time Batched: 7:35 am N/A Time in Truck: 85 mins <90 Mins. Informatinn supplied by Laboratory Technician Date Received: 08/12/2013 Technician that received: PC Test# Age of Dimensions(inch) X�ection Ultimate Load Compressive Type of � Test(Days) Date Technician Diameter Length Area(inZ) (Ibs) Strength(psi) Fracture A 7 08/17/13 CL 6.00 12.00 28.27 97,040 3,430 Type 3 g 28 09/07l13 6.00 12.00 28.27 C 28 09/07/13 6.00 12.00 28.27 D H 28 Day Avg.: Remarks: L15 ,F �� ! � [ 4a I � � '9 ;. �[ � € . � ;... _ �`�� . s �.:.;'•.. 4�.,.1�,;�''._..... . - � � i ` ' 08/19/2013 Reviewed by:Andy Malone-Staff Engineer Date ASTM Standards Used: Unless noted,material was sampled and tested in accordance with ASTM C172,C31,C143,C231 or C173, C470, C511, C617,C1077,C1231,C1064,C138 and E4.Compressive strength tests perASTM C39. FraCtu�e Key: 1.Well-formed cones on both ends 3.Columnar vertical cradcin throu h both ends 5.Side fradures at to or boriom 2.Well-fortned cone on one end 4.Dia onal fracture with no crackin throu h ends 6.Similar to T e 5 but end of linder is ointed 7esting was pertormed by qualified personnel in accordance with generally accepted industry practice,material testing consultants procedures and the above reference standards. This report is appficable only to the items listed herein. The tests pertortned and in this 2port are not infended to be considered as any guarantee or warranty of suitability for service or fifiess of use of items tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited. ` • TESTING CONSTRUCTION • INSPECTTON TESTING SERVICES • �c�EExn•rc Summary Report#1 July 15,2013 Apple,Inc One Infinite Loop,Biag a RECEI�TED Cupertino,CA 95014 Job No: J8986 J U L 2 4 �J 13 Job Name: Apple IL,4 Truck Dock Addition ]�Jame: 10700 North DeAnza Cupertino,CA 95014 Permit#: 13020009 July 8,2013 Tony Perez reported to Larry Heredia with Devcon at the jobsite. Observed placement of#4 epoxy set dowels,for storage room stem walls. Epoay material used: Simpson SET XP(expires 12/14). Holes drilled to a depth of 5 '/z" and a 5/8"diameter. Holes checked for cleanliness. Observed the installation of(82)#4 horizontal dowels with a 90°angle at 12"embed and(125)#4 vertical dowels at 5 '/2"embed for 11"and 14"new concrete stem walls,as per detail#8 on S3.03. Epoxied into existing concrete at infinite loop building#4-loading dock conversion to storage room project. Worlananslup per general notes,ESR#2508 and manufactures published installation instructions. Work observed was,to the best of Tony's knowledge,in conformance with approved plans, specifications and applicable standards of workmanship. July 11,2013 John Heine reported to Larry Heredia with Devcon at the jobsite. Observed placement of (23)#4,A615-60 dowels, for loading dock infill wells. Epoxy material used: Simpson SET-XP(expires 12/14)ESR 2508. Holes drilled to a depth of 5 %2"and a 5/8"diameter. Holes checked for cleanliness. Work completed per S3.03,detail7. Work observed was,to the best of John's knowledge,in conformance with approved plans,specifications and applicable standards of worlananship. 2118 Rheem Drive,Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)462-5183 4770 Duckhorn Drice, Sacramento,CA 95834 • Phone(916)419-4747 • Fa�c(916)419-4774 One Embarcadero Center,Suite 535,San Francisco,CA 94111 • Phone(415)438-23�7 • Fax(41�)334-4747 246 30`h St., Suite 101,Oakland,CA 94601 • Phone(510)444-4747 • Fa,l(510) 835-1425 i � �,r�.. y `� CONSTRUCTION • INSPECTION TESTING SERVICES • ENGn.�EERn•rG Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements,but please note this report shall not be relied up n by others,as acceptance or guarantee of the work. Even with diligent inspection techniques,the contractor is o ly liable for defects or failures to adhere to the code. 7/17/2013 Reviewed�b Felts Date Staff Engin r Technical Contact: Timothy Casey,SeniorEngineer(tcasey@,cts-l.conz) Administrative Contact: Yolanda Deras(yderas�i cts-I.com) cc: Building Department—City of Cupertino Contractor—Devcon(email) Steel Sub—Concord Iron Works(email) CTS PM—Aaren McBride(email) CTS Staff Engineer—Jonathan Felts(email) LH 2174 Rheem Drive; Suite A,Pleasanton,CA 94588 • Pl�one(925)462-5151 • Fax(925)462-5183 4%70 Duckhorn Drive,Sacrainento,CA 95$34 • Phone(916)419-4747 • Fax(916)419-477� One Embarcadero Center,Suite 535, San Francisco,CA 44ll 1 • Phone(415)438-23�7 • Fax(41�}334-4747 246 30`�'St., Suite 101,Oakland,CA 94601 • Phone(510)444-4747 • Fas(510) 835-1825 . �� • TESTING �` CONSTRUCTION • 1NSPECTION � TESTING SERVICES • ENG�Ex�rG �ummary Report�1� Qc�ober 14,2013 Apple,Inc One Infinite Loop,Bldg 4 Cupertino, CA 95014 �CEIVED ,�a��°: Jg9s6 OCT 2 3 2013 ,Tob Name: Apple IL4 Truck Dock Addition 10700 North DeAnza Name: Cupertino,CA 95014 Permit#: 13020009 E3etaber R,2013 Jared Byers reported to Lairy with Devcon at the jobsite. Qbserved placement of(30) %2"epoay set rehar dowels for slab on�ade infill at lines X.5 per RFI#17R Epoxy material used:Hilti HY 200. Holes drilled to a depth of 12" and a%2"diameter. Holes checked for cleanliness. Work observed was,to the best of 7ared's l�owledge,in conformance with approved plans,specifications and applicable standards of worlananship. October 9,2013 Ben Shirley reported to Lany with Devcon at the jobsite. Observed placement of concrete(mix no.3FOEG9C1,28- day sixength of 3000 psi,specified slump of 4�1 inch, 125 total cubic yards placed)for footing at loading dock e�tension. Monitored loacis for m.ix no.,slump,temperature and time limit.� Test 1 Slump 4 (�.) Ivfix temp. 72 (°F) Air temp. 68 �°F) Truck No. 4 Location X.5/18 0 Per Set, 0 Set,0 Total Note: Concrete was placed directly by chute and consolidaxed by mechanical vibrator. Clearances and cleanliness were verified prior to placement and maintained throughout placement. Rebar was previously inspected. Samples were obtained and tested in the field only rendering satisfactory field results. Due to the small quantity of concrete actually placed and�ven the satisfactory history of this mix design,no cylinders were cast for compressive strength testing. Placement was finished within 45 minutes from batch time and the concrete remained workable and plastic, needing no additional water at any Lvne during placement. Fer hatch ticket material weights,the water/cement ratio was weIl within the target_50 of the mix design. 2.1 I8 Rheem Drive;Fleasanton;CA 94588 • Phone(925)462-51�1 • Fax(925)462-�18� 4770 Duckhorn Drive, Sacramento;CA 9�834 • Phone(916)?19-4747 • Fa�(916)414-4774 Qne.Embarcadero Cenier, Suite 5�5, San Francisco;CA 9�'1"11 • Phone(415)438-23�7 • F�(415)334-474? 246 �0�St.; Suite I01, Oal;land;CA 9�601 � Phone(510)444-4;4% F Fa�(510) 835-I�25 • TESTI1�iG ` � CGNSTRUCTION . nasrEcriorT ,� ,� TESTINer SERVICES � ENGINEERING Work observed was,to the best of Ben's knowledge,in conformance with approved plans,specifications and applicable sta.ndards of worlananslv.p. Labora�ary tesf results are enclosed if testing was done during the period eavered by this report. .�ar�zitatians: These inspections were performed in accordance with requirements,but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques,the contractor is solely liaU�le for defects or zailures to adhere to the code. � , /;f j� :;';'�" � 10/17/2013 Reviewed by 7�onat`�ra.`n Felts,P.B. Date Associate E�i�ineer Technical Contact: Tinzotliy Casey,Sen.ior ErrgiTa.eer(tca�e,}�a�ets-I.eom) Adnunistrative Contact: Pola�zda I)eras(yderas(a�cts-I.co��z) cc: Building Depariznent—City of Cupertina Contractor—Devcon(email) SteeI Sub—Concord Iron Works(email) CTS PM—Aaren McBride(email) CTS Associate Engineer—7onathan Feits(email) LH 21%4 Rheem Dri��e; Suite A,Pleasanton,CA 9458& • �y Phone(92S)462-51�1 • Fax(925)462-�183 4770 Duckhorn Drive, Sacramento,CA 9�834 • Phoae(916)419-4747 • Fa.�(916)419-4%/4 One Embarcadero Center; Suite 53�, San Francisco;CA 94111 • Phone(41�)4�8-2357 • F�(41�)334-4747 2^6 30� St, Suite 101;Oal:la.nd;CA 94601 • P�o�e(510)c!4-4%47 • Fa_�(�10) 8��-1825 4 ` • TESTING /�� CONSTRUCTION • INSPECTION TESTING SERVICES • ENGINEERiNG Summary Report#11 RECEI�TED September 23,2013 Apple,Inc 0 C T 0 2 2 013 One Infinite Loop,Bldg 4 Cupertino,CA 95014 �am�e Job No: J8986 Job Name: Apple IL4 Truck Dock Addition 10700 North DeAnza Cupertino,CA 95014 Permit#: 13020009 No�eld reports were made this week;however,we are enclosing laboratory test results. Limitations: These inspections were performed in accordance with requirements,but please note this report shall not be relied upon by others,as acceptance or guarantee of the work. Even with diligent inspection techniques,the contractor is solel liable for defects or failures to adhere to the code. � 9/27/2013 Reviewed by Jonathan F lts,P.E. Date Associate Engineer Technical Contact: Timothy Casey,SeniorEngineer(tcasey@cts-I.com) Administrative Contact: Yolanda Deras(yderas�cts-I.com) cc: Building Department—City of Cupertino Contractor—Devcon(email) Steel Sub—Concord Iron Works(email) CTS PM—Aaren McBride(email) CTS Associate Engineer—7onathan Felts(email) 2118 Rheem Drive;Pleasanton,CA 94588 • Phone(925)462-5151 • Fax(925)462-5183 4770 Duckhorn Drive, Sacramento,CA 9�834 • Phone(916)419-4747 • Fax(916)419-4774 Une Einbarcadero Center, Suite 535, San Francisco,CA 94111 • Phone(415)438-2357 • Fax(415)334-4747 246 30°i St.,Suite 101,Oakland,CA 94601 • Phone(510)444-4747 • Fax (510) 835-1�,2� ` � � CONSTRUCTION TESTING INSPECTING ' TESTING SERVICES ENGINEERING Laboratory: Pteasanton FASTENER TESTS � Date: Page: 1 of 2 Project: 114 Truck Dock Addition Lab Log No.: 84174-1 Place of Sampling: Jobsite Lot No.: Unidentified Job No.: J8986 Date of Sampling: 7/27/2013 Sarnpled By: B.Proudy BOLTS HEAT# Unidentified ROCKWELL HARDNESS PROOF LTLTIMATE LOAD �SULTS (I�C) LOAD(lbs.) (lbs.) Size: 3/4"sc2" 1 30.7 29300 49200 Satisfactory 2 29.4 29300 47200 Satisfactory 3 30.6 28400 46400 Satisfactory ASTM: A325 ' Requirements C34 Max 28400 40100 NUTS HEAT# HB00564 ROCKWELL HARDNESS PROOF RESULTS (HRC) LOAD(lbs.) Size: 3/4" 1 312 58450 Satisfactory 2 29.0 58450 Satisfactory 3 26.8 58450 Satisfactory ASTM A194 Requirements B84-C34max 58450 WASHERS HEAT# Unidentified ROCKWE�HARDNESS RESLTLTS Size: 3/4" 1 41.6 Satisfactory 2 38.9 Satisfactory 3 39S Satisfactory ASTM F436 Requirements min38-ma�c45 Remarks: Items tested in accordance with AST'M A606. Bolts meet the mechanical requirements of ASTM A325. Nuts meet the mechanical requirements of ASTM A194. VJashers meet the mechanical requirements of ASTM F436. Test Equipment: Tension:1NSTRON 1000 HDX Hardness:Rocky DR Rockwell Hardness Tester Construction Testing Services, Inc. � By: Stephen Straup,Staff Ena neer 4770 Duckhorn Drive,Sacramento,CA 95834 � (916)419-4747 office � (916)419-4774 fax 2174 Rheem Drive,Suite A � Pleasanton,CA 94588 � (925)462-5151 office � (925)462-5183 Fax ' CONSTRUCTION TESTING TESTING SERVICES INSPECTING . ENGINEERING Laboratory: t�teasanton T'+A�TE�R TESTS Date: " Page: 1 of 2 Project: I14 Truck Dock Addition Lab Log No.: 84174-2 Place of Sampling: Jobsite Lot No.: Unidentified Job No.: J8986 Date of Sampling: 7/27/2013 Samp:ed-B�: B.P;oudy BOLTS ROCKWELL HARDNESS PROOF ULTIMATE LOAD HEAT# HB00701 RESiTLTS (HRC) LOAD(lbs.) (lbs.) Size: 3/4"xl-3/4"" 1 26.9 28400 47000 Satisfactory 2 25.8 28400 46000 Satisfactory 3 27.9 28400 46600 Satisfactory AST'M: A325 Requirements C34 Max 28400 40100 NUTS HEAT# HA00559 ROCKWELL HARDNESS PROOF RESULTS (HRC) LOAD(lbs.) Size: 3/4" 1 30.6 58450 Satisfactory 2 29.7 58450 Satisfactory 3 30.6 58450 Satisfactory ASTM A194 Requirements B84-C34max 58450 � WASHERS ROCKWELL HARDNESS HEAT# B13534 �C� RESULTS Size: 3/4" 1 40.7 Satisfactory 2 40.2 Satisfactory 3 41.6 Satisfactory AST'M F436 Requirements min38-ma�c45 Remarks: Items tested in accordance with ASTM A606. Bolts meet the mechanical requirements of ASTM A325. Nuts meet the mechanical requirements of ASTM A194. VJashers meet the mechanical requirements of ASTM F436. Test Equipment: Tension:INSTRON 1000 HDX Hardness:Rocky DR Rockwell Hardness Tester Construction Testing Services,Inc. � By: Stephen Stroup,Staff Engineer 4770 Duckhorn Drive,Sacramento,CA 95834 � (916)419-4747 o�ce � (916)414-4774 fax 2174 Rheem Drive,Suite A � Pleasanton,CA 94588 � (925)462-5151 office � (925)462-5183 Fax � ,��'^. �c."��rfr�rt ti�".�� ^.7:., j�rf'�".,vr�f^w�'h ¢ly^,.'a'4-,. � � � � . . Y - ��!��l�� ;�:�=f�r� � z}� {�=.47�_ Ft��I.�; �',�.SC�� i��5 � �� .1��1�� rr J��.-.�U� °;r'.� ��'�2 L ��.s;��i,��.�. >�i" ��l ��:��.;x'��J 1 i.l.'q.::A ' .. -_ �s ,. _ .. . . '' .' -- �'`s . `'j�s ..—�� .i F�;. � .. . -:- .. Fireproofing Density Test Project Name: Apple IL4 Truck Dock Addition Project No.: J8986 Sampled By: Lisa Vossen Report Date: 09/12/2013 Client: Apple Inc. Date of Sampling: 08/28/2013 Lab Log No.: 84195 Manufacturer: Isolatek Lot#: N/A Type: Cafco-300 � Low Density ❑ Medium Density ❑ High Density Density Requirements: Individual: 15 pcf min. Average: 15 pcf min. Calculated Average Final Structure Type Floor Location Specimen Area Thickness Weight Density Pass/ (sq in.) (in) (Ibs) (pcfl Fail Beam 1 Beam row east of 48 1 3/16 0.63 19 Pass line V Average Densify: I 19 I Pass I Remarks: a :. ' E � _,_� I i : � ' , `:i ' { �, r - - - � x .::�:_ . . ._ , . ' j � 09/'12/2013 Reviewed by:Andy Malone-Staff Engineer Date ASTM Standards Used: Test performed in accordance with CBC Section 1701.10.3/4 and ASTM E6Q5 8.2 TesSng was performed by qualified personnel in accordance with generally accepted indusVy practice,material testing consultants procedures and the above reference standards. This report is applicable only to the items fisted herein. The tests performed and in this report are not intended to be considered as any guarantee orwarranty of suitabiliry for service or fitness of use of items tested and it should not be refied on as such. The report has been p2pared for the exGusive use of the client and any partial or whole reproduc6on without the consent of the client is prohibited. � • TESTING CONSTRUCTION • INSPECTION TESTING SERVICES • ENG�rrEER�rrG Summary Report#4 �cEI� '�.� February 4,aoi3 MAY 2 g 2013 *Revised May 22,20I3 Harprop Ina N1111E': Attn: Steve(email) Job No: J8776 Job Name: 2B Fit Build Out _ 2238•2 Homestead ' Cupertino,CA Permit#: 12070221= �ob,.,,.,...,� �n�z �z , , . , , � � *Please disregard previously issued report,• it was inadvertently submitted for this project and has been corrected herein. Limitations: These inspections were performed in accordance with requirements,but please note this report shall not be relied upon by others,as acceptance or guarantee of the work. Even with diligent inspection techniques,the contractor is solely liable for defects or failures to adhere to the code. � 5/22/2013 Reviewed by Stephen S up Date Staff Engineer Technical Contact: Timothy Casey,SeniorEngineer(tcasey@cts-I.com) Aduunistrative Contact: Yolanda Deras(yderas@cts-l.com) cc: Building DeparCment—City of Cupertino Architect—John Miller(email) Structural Engineer—Hohbach—Lewin,Inc. (email) CTS PM—David Zetterlund(email) CTS StafFEngineer—Stephen Stroup(email) RA 2118 Rheem Drive,Pleasanton.CA 94588 • Phone(925)462-5151 • Fax(925)462-5183 4770 Duckhorn Drive; Sacramento,CA 95834 • Phone(916)419-4747 • Fax(916}419-4774 One Embarcadero Center, Suite 535,San Francisca,CA 94111 . Phone(415)438-2357 . Fax(415)334-4747 246 30`�'St., Suite 101,Oakland,CA 94601 • Phone(510}444-4747 • Fa.Y(510)835-1825 / ift CONSTRUCTION TESTING SERVICES Summary Report #4 February 4, 2013 *Revised May 22, 2013 Harprop Inc. Attn: Steve (email) Job No: J8776 Job Name: 2B Fit Build Out 2238.2 Homestead Cupertino, CA Permit #: 12070221?' TESTING INSPECTION ENGINEERING 'RECEIVED MAY 2 g 2013 Name: February � �z , 2013 knowledge, appheable standards of wedEmaaship. *Please disregard previously issued report; it was inadvertently submitted for this project and has been corrected herein. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. 5/22/2013 Reviewed by Stephen S up Date Staff Engineer Technical Contact: Timothy Casey, Senior Engineer (tcasey@cts- 1. com) Administrative Contact: Yolanda Deras (yderas@cts- I.com) cc: Building Department — City of Cupertino Architect — John Miller (email) Structural Engineer — Hohbach — Lewin, Inc. (email) CTS PM — David Zetterlund (email) CTS Staff Engineer — Stephen Stroup (email) RA 2118 Rheem Drive, Pleasanton. CA 94588 Phone (925) 462 -5151 • Fax (925) 462 -5183 4770 Duckhorn Drive, Sacramento, CA 95834 • Phone (916) 419 -4747 0 Fax (916) 419 -4774 One Embarcadero Center, Suite 535, San Francisco, CA 94111 . Phone (415) 438 -2357 • Fax (415) 334 -4747 246 30`x' St., Suite 101, Oakland, CA 94601 0 Phone (510) 444 -4747 0 Fax (510) 835 -1825