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13020009CONSTRUCTION TESTING SERVICES December 2, 2013 Apple, Inc One Infinite Loop, Bldg 4 Cupertino, CA 95014 Summary Report #14 Job No: J8986 Job Name: Apple IL4 Truck Dock Addition 10700 North DeAnza Cupertino, CA 95014 Permit #: 13020009 November 23, 2013 VIP N Tony Perez reported to Larry Heredia with Devcon at the jobsite.' cooler CP1B seismic anchorage system at first floor kitchen area. 1917 and drawing 203193 with illustrated attachment. No failures TESTING INSPECTION ENGINEERING DEC 10 2013 Name: .- -- Performed torque tests on '' /z" expansion bolts for Tested (2 of 2) bolts to 40ft -lbs. as per ICC -ESR- Performed torque tests on expansion bolts for (2) new beams underside of podium supporting penetrations at basement level in parking garage for the first floor framing. Tested (12) %2" expansion bolts to 40ft -lbs. and a total of (24) 3/4" expansion bolts tested to 110ft -lbs. as per details 1, 2, 3, on S -1, RFI #058, and ICC -ESR -1917. No failures. Performed torque tests on %s" expansion bolts for cooler CP 1 seismic anchorage system at first floor kitchen area. Tested (6 of 6) bolts to 40ft -lbs. as per ICC -ESR -1917 and submittal #1- 114000 -1. No failures. Work observed was, to the best of Tony's knowledge, 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 liable for defects or failures to adhere to the code. 12/5/2013 Reviewed by Jonathan Felts, P.E. Date Associate Engineer Technical Contact: Timothy Casey, Senior Engineer (tcasey @cts- I.com) Administrative Contact: Yolanda Deras (yderas@cts- I.com) 1: 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) CJ 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 53.5, San Francisco, CA 94111 • Phone (415) 438 -2357 • Fax (415) 334 -4747 246 301'' St., Suite 101, Oakland, CA 94601 • Phone (510) 444 -4747 Fax (510) 835 -1825 MERU CONSTRUCTION TESTING SERVICES Summary Report #13 November 25, 2013 Apple, Inc One Infinite Loop, Bldg 4 Cupertino, CA 95014 Job No: J8986 Job Name: Apple IL4 Truck Dock Addition 10700 North DeAnza Cupertino, CA 95014 Permit #: 13020009 November 21, 2013 TESTING INSPECTION ENGINEERING DEC 10 201j Na1iw Lisa Marie Vossen reported to the jobsite. Checked progress of intumescent spray applied fire resistive paint at (2) beams in parking garage, below truck dock IL4. Work in progress. Will return to check final thickness. Required mil thickness is 171 mils. Work observed was, to the best of Lisa's knowledge, 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 liable f6r defects or failures to adhere to the code. 11/27/2013 Reviewed b onath Felts, P.E. Date Associate Engineer Technical Contact: Timothy Casey, Senior Engineer (tcasey@cts- l. 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 — Jonathan Felts (email) LH 2118 Rheem Drive, Pleasanton, CA 94588 Phone (925) 462 -5151 0 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 a Fax (415) 334 -4747 246 30 "' St., Suite 101, Oakland, CA 94601 • Phone (510) 444 -4747 • Fax (510) 835 -1825 CONSTRUCTION TESTING SERVICES December 2, 2013 Apple, Inc One Infinite Loop, Bldg 4 Cupertino, CA 95014 Job No: J8986 Summary Report #14 Job Name: Apple 114 Truck Dock Addition TESTING INSPECTION ENGINEERING 10700 North DeAnza Cupertino, CA 95014 Permit #: 13020009 November 23, 2013 Tony Perez reported to Larry Heredia with Devcon at the jobsite. Performed torque tests on V2" expansion bolts for cooler CP113 seismic anchorage system at first floor kitchen area. Tested (2 of 2) bolts to 40ft-lbs. as per ICC -ESR- 1917 and drawing 203193 with illustrated attachment. No failures. Performed torque tests on expansion bolts for (2) new beams underside of podium supporting penetrations at basement level in parking garage for the first floor framing. Tested (12)' /z" expansion bolts to 40ft-lbs. and a total of (24)1/4" expansion bolts tested to 110ft -lbs. as per details 1, 2, 3, on S -1, RFI #058, and ICC -ESR -1917. No failures. Performed torque tests on 1/2" expansion bolts for cooler CPI seismic anchorage system at first floor kitchen area. Tested (6 of 6) bolts to 40ft -lbs. as per ICC - ESR -1917 and submittal #1- 114000 -1. No failures. Work observed was, to the best of Tony's knowledge, 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 liable for defects or failures to adhere to the code. ,Ak 12/5/2013 Reviewed by Jonathan Felts, P.E. Date Associate Engineer Technical Contact: Timothy Casey, Senior Engineer (teasey @ets- 1.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) CJ 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 e Phone (415) 438 -2357 0 Fax (415) 334 -4747 246 301' St., Suite 101, Oakland, CA 94601 • Phone (510) 444 -4747 Fax (510) 835 -1.825 if CONSTRUCTION TESTING SERVICES Summary Report #15 December 30, 2013 Apple, Inc One Infinite Loop, Bldg 4 Cupertino, CA 95014 Job No: J8986 Job Name: Apple IL4 Truck Dock Addition 10700 North DeAnza Cupertino, CA 95014 Permit #: 13020009 December 27, 2013 /•30 ��G TESTING INSPECTION ENGINEERING EC:13 IVED JAN 2014 Lisa Marie Vossen reported to the jobsite. Performed thickness tests, per ASTM E605, (2) beams painted, (17 1) MILS required. Thickness test results attached. Intumescent paint at underside of podium at caf6, CP 1 RFI #058. Work observed was, to the best of Lisa's knowledge, 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 acc ce or guarantee of the work. Even with diligent inspection techniques, the contractor is solely;li for def or failures to adhere to the code. 1/2/2014 Reviewed byJ athan el , P.E. Date Associate E meer Technical Contact: Timothy Casey, Senior Engineer (tcasey@cts- 1. com) Administrative Contact: Yolanda Deras (yderas a 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) ''► 2116 Kheern Drive, Pleasanton, CA 94588 ( • Phone (925) 462 -5151 0 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 0 Fax (415) 334 -4747 246 30t1' St., Suite 101, Oakland, CA 94601 • Phone (510) 444 -4747 0 Fax (510) 835 -1825 Ci -TESTING 4NSPECTION ,ENGINEERING DSA File No.: DSA AppL No_ LEA. No.: OSIIPD 4- Fireproofing Thickness Data Sheet 10 Joib No. —7 Project Name �N Date s y Project Location CTS Representative Tit Teal L for A46--Si i-Thlkn.s. of]P-R�Istk Makdals c , J.Ifs fT--.t Member Type Columns 2 sets of 12 Slams 2 sets of 9 Joists (Trusses) 2 sets of 7 Decks I set of 4 --s— —Ongs in int, L__ -_) Work -d was 0 Was not inspected and sampled in accordance with DSA-approved plans and specifications. C__) Work ❑ was E] was not inspected and sampled in accordance with OSPHD-approved plans and specifications. 7 CTS In5pector Date i long 000mmm �m Em MOO L__ -_) Work -d was 0 Was not inspected and sampled in accordance with DSA-approved plans and specifications. C__) Work ❑ was E] was not inspected and sampled in accordance with OSPHD-approved plans and specifications. 7 CTS In5pector Date i _ , ..DECEIVED 1 A ONSTRUCTION JAN 13 2014 0 TESTING • INSPECTION TESTING SERVICES 0 ENGINEERING Summary Report #15 December 30, 2013 Apple, Inc One Infinite Loop, Bldg 4 Cupertino, CA 95014 Job No: J8986 Job Name: Apple IL4 Truck Dock Addition 10700 North DeAnza Cupertino, CA 95014 Permit #: 13020009 December 27, 2013 Lisa Marie Vossen reported to the jobsite. Performed thickness tests, per ASTM E605, (2) beams painted, (17 1) MILS required. Thickness test results attached. Intumescent paint at underside of podium at cafe, CP 1 RFI #058. Work observed was, to the best of Lisa's knowledge, 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 acc ce or guarantee of the work. Even with diligent inspection techniques, the contractor is solelyji for def or failures to adhere to the code. 1/2/2014 Reviewed byJ nathan el , P.E. Date Associate Epfineer Technical Contact: Timothy Casey, Senior Engineer (tcasey@cts- 1. 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 — Jonathan Felts (email) Im 2118 Rheem Drive, Pleasanton, CA 94588 • Phone (925) 462 -5151 • Fax (925) 462 -5183 4770 Duckhom 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 0 Fax (415) 334 -4747 246 30t1' St., Suite 101, Oakland, CA 94601 • Phone (510) 444 -4747 0 Fax (510) 835 -1825 w 1� GO ci -TESTING -INSPECTION -ENGINEERING DSA File No.! DSA Appl- No. 7 LEA No:: OSHPD 4: Fireproofing Thickness Data Sheet Project Name.. ILL! -.Tl-> �z Job No. Date Project Location OTS Representative 1`01 19 7h C+- 41 h, Test L-CPIA—fw)A wisv Tt&6 M6 Urh I egw,off�i— �Jst e kkatftis =Jahn rr—, Member Type Columns 2 sets of 12 Beams 2 sets of 9 Joists (Trusses) 2 -sets of 7 Decks 1 set of Work'-'b Was ❑ was not inspected and sampled in accordance vfth OSA-approved plans and specifications. C--) Work ❑ vows F1 vas not inspected and sampled in accordance with OSPHD-approved plans and specifications. P Alt- AV 'Ald CTS fnKpector Date w000o0000ammm NONE MENINININE 11 E ENNININININ , E IN _111011101 NEENINNIMININ woommmom � Work'-'b Was ❑ was not inspected and sampled in accordance vfth OSA-approved plans and specifications. C--) Work ❑ vows F1 vas not inspected and sampled in accordance with OSPHD-approved plans and specifications. P Alt- AV 'Ald CTS fnKpector Date