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13060051-CANCELLEDCl'("I C3F C(-4 wlz-z�- Co ;? (Z- CAN SQL -LILT I bN� wog k, 0 c, I IC -CF- c AE-� rc-7-WL �� I'( c- 1 7;� �� c- A,jvo A,, -O rc-oPC7 AlDe---) 6�)CUr,-f-. /�v 3IG, 'q2d RECEIVED BY CITY OF CUPERTINO BUILDING PERMIT INSPECTION CARD BUILDING ADDRESS: 10201 TORRE AVE CONTRACTOR: DPR CONSTRUCTION, GENERAL PERMIT NO: 13060051 OWNER'S NAME: I & G DIRECT REAL ESTATE 21 LP 1450 VETERANS BLVD DATE ISSUED: 08/01/2014 OWNER'S PHONE: 4089828433 REDWOOD CITY, CA 94063 PHONE NO: (650)474-1450 INSPECTIONS DATE INSPECTOR rF BUILDING PERMIT INFO: BLDG ELECT i PLUMB NIECH RESIDENTIAL r— COMMERCIAL r JOB DESCRIPTION: LAB 126- 1ST FLOOR INSTALL (1) RF RADIO FREQUENCY CHAMBERS (120 SQ FT) s FOUNDATION/PIERS/H.D.S. UFER GROUND PAD/SET BACK-CERT I GARAGE SLABS/PREGUNITE I _ POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED UNDERGROUND/SLAB UNDERGROUND PLUMBING UNDERGROUND ELECTRICAL i DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED UNDERFLOOR PLUMBING UNDERFLOOR MECHANICAL WILDLAND URB INTERFACE FIRE AREA ER# TO ARRANGE INSPECTION Call 77 228 between 7:30 am and 3:30 pm Monday through Friday, at least 24 hours before required inspection. Job address and Permit Numbers are needed when requesting an inspection. CUPERTINO SANITARY DISTRICT Closed circuit video inspection of property line cleanout, point of connection and street lateral required prior to passing FINAL CITY PLUMBING INSPECTION. Call the District (408-253-7071) for an appointment. NO BUILDING FINALS INSPECTIONS UNTIL ALL REQUIRED BUSINESS LICENSES ARE OBTAINED PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. IMPORTANT When a permit has expired, a charge totaling one-half the fees to obtain a new permit must be paid in order to reactivate the permit. If a permit has been expired for more than one year, a charge totaling the full fees to obtain a new permit must be paid to reactivate the permit. NOTES: SPECIAL INSPECTIONS Inspector: Date: ROOF INSPECTIONS PRE-INSPECTION: Inspector: Date: TEAR-OFF: Inspector: Date: PLYWOOD: Inspector: Date: BATTENS: Inspector: Date: IN PROGRESS: Inspector: Date: FINAL: Inspector: Date: NOTE: OSHA APPROVED ACCESS TO ROOF SHALL BE PROVIDED FOR INSPECTION. * OCCUPANCY OF BUILDING NOT PERMITTED UNTIL BUILDING FINAL IS SIGNED BY INSPECTOR UNDERFLOOR ELECTRICAL UNDERFLOOR FRAMING VENTS UNDERFLOOR INSULATION PLACE NO SUBFLOOR UNTIL ABOVE HAS BEEN SIGNED ROOF SHEATHING ROUGH PLUMBING TUBS & SHOWER PAN - ROUGH MECHANICAL j ROUGH ELECTRICAL/POOL BOND �t > FRAMING/STAIRS/E. EGRESS INSULATION/VENTILATION COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED EXTERIOR SHEAR/HOLD DOWN INTERIOR SHEAR/HOLD DOWN SHEETROCK/SHEETROCK SHEAR - - EXTERIOR LATH/W-SCREED INTERIOR LATH NO TAPE OR PLASTER UNTIL ABOVE HAS BEEN SIGNED SCRATCH COAT SEWER/WATER T-BAR/MECH/ELECT ABOVE CEIL F_ FINALS ELECTRIC METER RELEASE F GAS TEST%METER RELEASE GRADE - PUBLIC WORKS FIRE - CALL (408) 378-4010 PLANNING (408) 777-3308 SANITARY (408) 253-7071 i ! ELECTTRICAL MECHANICAL PLUMBING HANDICAP i ENERGY BUILDING CERTIFICATE OF OCCUPANCY cu -T CA C- ooC-) Al'e 6 AID 0 IV"V 3f�2, a . I CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10201 TORRE AVE ENERAL TOR: DPR CONSTRUCTION, A I PERMIT NO: 13060051 I OWNER'S NAME: I & G DIRECT REAL ESTATE 21 LP 11450 VETERANS BLVD I DATE ISSUED: 08/01/2014 1 OWNER'S PHONE: 4089828433 FE I ic_#-, — Co tractorb� I herebyaffirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. REDWOOD CITY, CA 94063PHONE NO: (650)474-1450 JOB DESCRIPTION: RESIDENTIAL E] COMMERCIAL LAB 126 -1ST FLOOR INSTALL (1) RF RADIO FREQUENCY CHAMBERS (120 SQ FT) I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Sq. Ft I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this P r permit is issued. 1�. I certify that I have read this application and state tha the ab e information i correct. I agree to comply with all city and county or inances state 1 ws r la to building construction, and hereby authorize repre matives of this c' to e tel upon the above mentioned property for inspection p rposes. (We) agr s e indemnify and keep harmless the City of Cupertino gainst liabilities, j is costs, and expenses which may accrue against said 'ty in consequenc the granting of this permit. Additionally, the applicant u derstands and w I comply with all non- oint source ulations per the Cupertin Municipal Co e, Section 9.18. Signatur D to ❑ OWNEI�i LDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: i', as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the follo/thr declarations: I have and will maintain a Certificate of Consent to self-insuCompensation, as provided for by Section 3700 of theLaborperformance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, bySection 3700 of the Labor Code, for the performance of the this permit is issued. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction; and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18, Signature Date $42000 1005.00 V "I Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED '- WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. Issued by: Date: All roofs shall be inspected prior any roofing material being installed. If a roof is installed without first obtaini an inspection, l agree to remove all new materials for inspection. Signature of Applicyftt: Date: COVERINGS TO BE CLASS "A'" OR BETTER HAZARDOUS MATERIALS DISCLOSURE I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(x) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health-& SafetyCode, S ns 25505, 25533, and 25534. Owner-orauthorizeilagent: _ — _ Date,{-cf' CONSTRUCTION ING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Professional CITY OF CUPERTINO BUILDING PERMIT INSPECTION CARD BUILDING ADDRESS: 10201 TORRE AVE CONTRACTOR: DPR CONSTRUCTION, PERMIT NO: 13060051 GENERAL OWNERS NAME: I & G DIRECT REAL ESTATE 21 LP 1450 VETERANS BLVD DATE ISSUED: 08/01/2014 OWNERS PHONE: 4089828433 REDWOOD CITY, CA 94063 PHONE NO: (650)474-1450 i ' FOUNDATION/PIERS/H.D.S BUILDING PERMIT INFO: BLDG ELECT PLUMB MECH UFER GROUND RESIDENTIAL COMMERCIAL !PAD/SETBACK-CERT JOBDESCRIPTION: LAB 126- 1ST FLOOR INSTALL (1) RF RADIO FREQUENCY _. _-... .. ....-. GARAGE SLABSIPREGUNITE CHAMBERS (120 S4 FT) -� POURO CONCREIE:UNTILIBOI ERAS BEEN.IGNED ' _ __..- i < i UNDERGROUND/SLAB I UNDERGROUND PLUMBING UNDERGROUND ELECTRICAL 1 I DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED UNDERFLOOR PLUMBING UNDERFLOOR MECHANICAL FIRE UNDERFLOOR ELECTRICAL WILDLAND URB INTERFACE AREA ER# UNDERFLOOR FRAMING VENTS as' TO ARRANGE INSPECTION UNDERFLOOR INSULATION Call 7228 between 7:30 am and 3:30 pm Monday through Friday, at least 24 hours PiCENo5i7BFLOOI17NTIij"B(TVEHASBEEN,_S_iGNED' before required inspection.. Job address and Permit Numbers are needed when 'ROOF SHEATHING y requesting an inspection. ROUGH PLUMBING CUPERTINO SANITARY DISTRICT (TUBS &SHOWER PAN Closed circuit video inspection of property lime cleanout, point of connection ROUGH MECHANICAL J` - • �_` and street lateral required prior to passing FINAL CITY PLUMBING INSPECTION. Call the District (408-253-7071) for an appointment. ROUGH ELECTRICAL/POOLBOND (4�-�"� ,�} FRAMING/STAIRS/E. EGRESS NO BUILDING FINALS INSPECTIONS UNTIL ALL REQUIRED BUSINESS LICENSES ARE OBTAINED E INSULATION/VENTILATION coERNo'woRlz"uIVTTL_ABovE I3Asa3EEN.szGnEn PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT EXTERIOR SHEAR/HOLD Dowty j. ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. INTERIOR SHEAR/HOLD DOWN I i SHEETROCK/SHEETROCK SHEAR IMPORTANT . -- --- -- - — When a permit has expired, a charge totaling one-half the fees to obtain a new permit EXTERIOR LATH/W-SCREED must be paid in order to reactivate the permit. If a permit has been expired for more :INTERIOR LATH than one year, a charge totaling the full fees to obtain a new permit must be paid to reactivate the permit. INO,;) APE OIZ PLASTER UNTIL'. ABOV E,HAS BEENSTGNED - SCRATCH COAT NOTES: SEWER/WATER E T-BAR/MECH/ELECT ABOVE CEIL i FINALS ELECTRIC METER RELEASE SPECIAL INSPECTIONS Inspector: Date: GASTEST/METER RELEASE I ROOF INSPECTIONS GRADE - PUBLIC WORKS I PRE -INSPECTION: Inspector: Date: I FIRE- CALL (408) 378-4010 TEAR -OFF: Inspector: Date: PLANNING (408) 777-3308 PLYWOOD: Inspector: Date: SANITARY (408) 253-7071 BATTENS: Inspector: Date: ELECTTRICAL IN PROGRESS: Inspector: Date: MECHANICAL PLUMBING FINAL: Inspector: Date: NOTE: OSHA APPROVED ACCESS TO ROOF SHALL BE PROVIDED FOR INSPECTION. ':.HANDICAP ENERGY OCCUPANCY OF BUILDING NOT PERMITTED UNTIL BUILDING FINAL IS SIGNED BY __. INSPECTOR ;BUILDING i CERTIFICATE OF OCCUPANCY CONSTRUCTION PERMIT" APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 b UCUPIERTING 6 (408) 777-3228 I FAX (408) 777-3333 • building cupertino.org NF.W coNSTRI TCTm F-1 AT)T)TTTON f X I ATTAR ATTON /TT F-1 RRVTSTON 4nvPPvPPr) /IRT(_MTAI DFRTaT 41 PROJECT ADDRESS 1320 1 Torre Ave APN # 5iA 411 GCS OWNER NAME C&C RiverRock Newmark Direct 408.982.8433 (mgoudeaux@riverrockreg.com) STREETADDR128004 Mission College Boulevard, Suite 120,rrYSanta Clara CA 95054 Direct 408.982.8433 CONTACT NAME Eric Flores PHONE 650-421-3817 E-MAILericf@dpr.com STREET ADDRESS 10201 Torre Ave CITY, STATE, CI..IK)ertinO, CA 95014 FAX 11 OWNERS ❑ OWNER -BUILDER 0 OWNERAGENT X CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑. DEVELOPER ❑ TENANT CONTRACTOR NAM Eric Flores LICENSE NUMBER LICENSE TYPE B BUS. LIC# 8953749 COMPANY NAME DP��R�+V'onstiruction E -MAI LerIlcf@dprr.r.Orl�l�f FAX . C: ,.,# STREET ADDRESt1510 til Winchester Blvd cnSan Jose CA 95128 CCl1 ,t +'f +gyp PHONE 650-` 21-3817 ARCHITECT/ENGINEEIRC)y M1lltar ,c LICENSENUMBER65165 - BUS. LIC# COMPANY NAME Interior IIects IAc(�n L, E-MAILr.�illlit+er@interlOrare4tltdte(cts.com FAX gArc STREET ADDRESS 350 California St #1500 CITY, STATE,2San Francisco, CA 94104 A ry �+ y p PHoNE415-296-5378 DESCRIPTION OF WORK Install one (1) RF radio frequency chamber EXISTING USE PROPOSED USE - CONSTR TYPE # STORIES . USE TYPE OCC. SQ.FT. VALUATION (S) EXISTG NEW FLOOR DEMO TOTAL AREA AREA AREA NET AREA BATHROOM - - KITCHEN - _ OTHER _ REMODEL AREA REMODEL AREA REMODEL AREA. PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA: DETACH ATTACH I # DWELLING UNITS: - IS A SECOND UNIT ❑YES SECOND STORY []YES BEING ADDED? []NO - ADDITION? I []NO PRE -APPLICATION ❑ YES IF YES, PROVIDE COPY OF IS THE BLDG AN ❑ YES TiECID $�? *r. OTAL VALUATION: PLANNING APPL It ❑NO PLANNING APPROVAL LETTER EICHLER HOME? []NO By my signature below, I certify to each of the following: I am the property owner or authorized agent to a toe property owner's behalf. I have read this application and the information I ha a rovided is correct. I have read the Description of Work and verify it is a rate. I agree to comply with all applicable local ordinances and state laws relati t � buldit�const ction. authorize representatives of Cupertino to enter the above -identified property for inspection purposes. Signature of Applicant/Agent: Date: SUPPLEMENWAIANFORNIATIONIRED New SFD or Multifamily dwellings: Apply for titlition permit for pL ❑ CTYER ii Oi1NT existing building(s). Demolition permit is required p or to issuance of buildings ' � permit for new building.❑ EXP Ss{ ❑ PIA Sr g M ' Disclosure ❑ T L _ Commercial Bldgs: Provide a completed Hazardous Materials sPAI�tDTuz PUs�ic WORTS form if any Hazardous Materials are being used as part of this project.' Copy of Planning Approval Letter or Meeting with Planning to� prior ❑ DI�R# ❑ SANIRYSYITSTItICT .; submittal of Building Permit application. B1dgApp 2011.doc revised 06/21/11 �� CITY OF CUPERTINO FEE ESTIMATOR - BUILDING DIVISION 10201 Torre Ave TYPE OF CONSTR. DATE: 06/06/2013 REVIEWED BY: Mendez lialADDRESS: APN: BP#: I(� *VALUATION: 1$42,000 *PERMIT TYPE: Building Permit II-B,111-B,IV,V-B PLAN CHECK TYPE: Tenant Improvement PRIMARY USE: Commercial Building Plumb, hisp Fee: FPENTAMATION PERMIT TYPE: 1 B T� WORK Lab 126- 1 st floor install 1 RF radio frequency chambers 120 sq ft $0.00 SCOPE Permit Fee: $547.00 OCCUPANCY TYPE: TYPE OF CONSTR. FLR AREA PC FEES PC FEE ID BP FEES BP FEE ID B (Tenant Improvements) II-B,111-B,IV,V-B 120 $1,950.00--1BTIPLNCK Plumb, hisp Fee: $547.00 IBTIINSP PME Plan Check: $0.00 Permit Fee: $547.00 Suppl. Insp. Fee: Reg. Q OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Constrxrction :Tax: TOTALS: 120 $1,950.00 Administrative 1,ee $547.00 NOTE: This estimate does not include fees due to other [departments (i.e. r[annmg, -ruouc rrorKs, rtre, aunitury .)ewer "tat, W1, . f-riuoi 7'1.-,-.- 7% � r � r.—d — tuo n. n/,*—;. "-I ;r.farrrratian noailahly and are only an estimate. Contact the Dept for addn'l into. FEE ITEMS (Fee Resolution 11-053 Lff.' 7/1/12) Plumb, Plan Check Elee, Plate Cheep L1ech. Plan Cheek Aitech. Perm it Fee: Plumb. PG-'rmil. rue: Floe. PG'7"i7Eti`.Fee: Other Alech. Insp. Oi ter Plumb Insp. P2�j Other Elec. Insp. tech. Inst. Fee: Plumb, hisp Fee: Elec. Insp.Fee:. NOTE: This estimate does not include fees due to other [departments (i.e. r[annmg, -ruouc rrorKs, rtre, aunitury .)ewer "tat, W1, . f-riuoi 7'1.-,-.- 7% � r � r.—d — tuo n. n/,*—;. "-I ;r.farrrratian noailahly and are only an estimate. Contact the Dept for addn'l into. FEE ITEMS (Fee Resolution 11-053 Lff.' 7/1/12) FEE QTY/FEE MISC ITEMS Plan Check Fee: $1,950.00 Select a Misc Bldg/Structure or Element of a Building Suppl, PC Fee: 0 Reg. 0 OT 0.0 hrs $0.00 PME Plan Check: $0.00 Permit Fee: $547.00 Suppl. Insp. Fee: Reg. Q OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Constrxrction :Tax: Administrative 1,ee Work Without Permit? 0 Yes (j) No $0.00 Advanced Planning Fee: $0.00 Select a Non -Residential Building or Structure .0 0 Trfi lDf1t;uinentationT' es Strong Motion .Fee: IBSEISMICO $8.82 Select an Administrative Item Bldg: Stds Commission Fee: IBCBSC $2.00 xVT►sL $2,507.82 $0.00 ow i Fr x$2`507:82 Revised: 04/29/2013 CONTRACTOR/ I SUBCONTRACTOR LIST Building Department City Of Cupertino 10300 TbiTe Avenue Cupertino, CA 950141-3255 Telepbone- 408-777-3228 Fax: 408-777-3333 JOB ADDRFSS: 10201 Torre Ave PERMIT4 OWNER'S NAME.C&C RiverRock Newmark PHONE #408.982.8433 GF,NERAL CONTRA.CTOR: DPR Construction BUSINESS LICENSE # 13302 ADDRESS. 1510 S Winchester Blvd CtT Y/7.1PCOPE: San Jose CA 95128 I - Our rnuinicipal code requires an busittesses working in the city to nave a Gity 91 Cupurtall" xxvuuq%�- NO BUILDINO FINAL OR FINAL OCCUPANCY II SPUCTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SU113CONTRACTORS HAVE' OBTAINED A CITY OF CUM WrINO BURNMLICENSE. I am not usitig any sabcontractors: Signature Date Please check applicable subcontractors and complete the .folloWing, information: SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Mill -work. Cement, Finishing x Electrical Sprig Electric 21974 Excavation Fencing x Floming / Carpeting Welker Brothers Flooring 25264 Linoleum /Wood Glass /,Glazing x -Heating Southland Industries 26446 Insulation Landscaping Lathing Masomy 25946 x Painting/ Wallpaper C&O Painting Paving Plastering Plumbing Roofing Sopfle Tai& Sheet metal Sheet Rock. Tile Owner / Contractor Signature SMITH -EMERY SAN FRANCISCO An Independent Commercial Testing Laboratory 9ti I`y� 1940 Oakdale Avenue San Francisco, California 94124 (415) 642-7326 Fax (415) 642-7055 May 23, 2014 City of Cupertino Attn: Building Department 10300 Torre Avenue Cupertino, CA 95014 Project: Amazon Lab 126 J 1020.1 Torre Avenue Cupertino, CA 95014 - SPECIAL INSPECTION AND 791 East Washington Blvd. Los Angeles, California 90021-3043 (213) 749-3411 Fax (213) 746-7228 SESF Job Number: `68662-1 SESF Lab Number: 14-F-176 Permit Number, 13-060051 j NGNIFI This is to certify that in accordance with the requirements of Chi ter,, l 7 Building Code, we have provided special inspection and testing for to he Tests and inspections were made and reported as follows: Bolt Torque Test Distribution: DPR e City of Cupertino listed below. These special inspections and tests were performed by qualified Smith -Emery personnel under the general supervision of the undersigned. Based upon the observations of our inspector, it is our professional judgment that the work requiring special inspection was, to the best of our knowledge, performed in conformance with the approved plans and specifications and the applicable workmanship provisions of the building code. Test results indicate that the materials tested, to the best of our knowledge, comply with the requirements of the approved specifications. Respectfully Submitted, SMITH -EMERY SAN FRANCISCO r 4 ,y Tracy A. Coughlin �. Civil Engineer, RCE #C69722_ €`4%I- 7�OF - ALL REPORTSARESUBM17TEDASTHE CONFIDENTIALPROPERTY OFCLIENTS. AUTHORIZATIONFORPUBLICATIONOFOURREPORT ,CONCLUSIONS ,.OREXTRACTSFROM OR REGARDING THEMIS RESERVED PENDING OUR WRITTENAPPROVAL ASA MUTUAL PROTECTION TO CLIENTS, 7TIEPUBLIC AND OURSELVES. 0-41". SMITH-EMERY SAN FRANCISCO An Independent Commercial Testing Laboratory SECO Job No: 68662-1 Letter of Transmittal INSPA To: CITY OF CUPERTINO Date: 05/20/2014 ATTN: BUILDING DEPARTMENT Page: 1 of 1 10300 TORRE AVENUE CUPERTINO CA 95014 REFERENCE: AMAZON LAB 126 10201 TORRE AVENUE CUPERTINO, CA ? �?v Please find attached the following document(s). Inspection for the 5/7/2014 for the RECEIV- e 7D reports week ending subject project. MAY 2 3 2014 Distributed To: 1) EMAIL: DPR - ERIC FLORES BY 1) CITY OF CUPERTINO SMITH—EMERY SAN FRANCISCO vyAn Independent Commercial Testing Laboratory fl FRAN�� SECO Job No: 68662-1 To: DPR CONSTRUCTION, INC. ERIC FLORES 1510 SOUTH WINCHESTER BLVD. SAN JOSE, CA 95128 Subject: AMAZON LAB 126 PERMIT#: 13-060051 CUPERTINO, CA INSPECTION REPORT Report No.: INS'P-1 Date: 5/20/2014 Distributed To: EMAIL: DPR - ERIC FLORES CITY OF CUPERTINO Attached are inspection reports for the week ending 5/9/2014 for the subject project: Report By Report Dated Report Title HEPPER, JOHM M 05/07/2014 Daily Inspection Report for 5/7/2014 ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORT CONCLUSIONS, OR EXT RAC T S FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. �`gN-Fyj�P SMITH -EMERY SAN FRANCISCO y ` An Independent Commercial Testing Laboratory N O y2 FRAIA > � SMITH -EMERY SAN FRANCISCO h � 1940 Oakdale Ave, San Fi-ancisco, CA 94124 yy ° (415) 642-7326 �R,i�• L.EA #56 DAILY SPEC] DSA File ## DSA Appl, i# OSHPD ## _ Permit## 13'060051 INSPECTION REPORT Project Name: /{'tet c�.r ori Date: __:'�%1t Project Address: 10201 T on't. Nvet C.V12gt 440 . ty'* SESF Job # Inspection Locaiiolt: Corti- $* Inspections} Pei-fornied: TorAv� 4es Document(s) Reviewed: Inspection Report: R44r4v,-kvc--k—it4f") ©C �$'' 4 i KBT2 eAPAf # Ar-.Ve4Nm C -o-6 cL5 pu C ff t ` 6-a C ,A Lab D ( 25 i -1 f 6s a -i P -,w ICs, G52.,Ictt r'r. _bservz..t ct,PFe4rs- cvmP(,-{e,, Work M—WAS ❑ WAS NOT inspected in Accordance with the Requirements of ❑ DSA ❑ OSHPt319 JURISDICTION Approved Documents ❑ N/A. Work inspected kMET ❑ 1331) NOT MEET The Requirements of the ❑ DSA '❑ 0SHPI3 [N JURISDICTION Approved Documents ❑ N/A 4 Material ❑ )� ❑ WAS NOT Sampled and Tested in Accordance tt1th the Requiremenis of ❑DSA CJSH 6 ❑ JUftISDiCITON Appraved Documents �.N/A Material Tested ❑ MET ❑ DID NOT MEET The Requirements of the ❑ DSA ❑ OSHPD ❑ JURISDICTION Approved Documents .O N/A Work Not In Compliance: Notified (Required): Attachments: Name. Signatttre: All ��2 Certification #; l GG v[��Ot JS Emp.ID: Page of DSA File# DSA Appl, a PennitI 'Projed N Project Add Date: SES Job -[ Ins9 i RECEIVED n �'�JUL 2 2014nuEWAIESA 13Y Opj\v 4 S n ' $an#re Cenification STATEMENT OF SPECIAL INSPECTIONS, 2010 CBC commuNiTy oEVELonwir DEPARTMENT • OLKIDING IDIVISION ALBERT SALVADOR. P.E., C.B.O.. BUILDING OFFICIAL 10M TORRE. AVENUE • CUPERTINO, CA 9501"M CUPERTINkD (406) 777.3228 • PAX (408) 777-33:3 • 19201 Torre Ave, Cuperdno CA 95014 AP" C&+C Riveriiodt Newmark DPR 4; fmstntction meter., tanirader .. .... . ,...»...a .. Aftm_M Mission College Boulavard, Suite 3.20 A*lm"-...1610 S Winchester Blvd, San Jose CA ....... CNytsc Sana Clara CA 95054 Direct 4M."Z803 Cxy m .......95128 (650) 4213817 Appmt DPR Construction for Anumn LAS126 Erp*WAmhifect Paradigm Structural Engineers, Inc Adam 1510 S Wirichester Blvd, San .lase CA Addms.450 Sansome St 5th Fir cbm..95128 (650) 4213817 citylstSen Francisca, CA ft94111 Pi4156994270 >heo,Isdrmciapmw Install one 12'x14' (1) RF Chamber • (Elmo Group) This "STATEMEW OF SPECIAL INSPECTIONS' is submtbd In R c Of the of l�nW ��� �aSem e's � 104 SM 1705. adeTnf term is Wucbafd WW oW used by P n"ion tram tlte, ;, -- MHr&NgWfiw stoanwa of special bwpadioas. AfsO, kmkxW will► fids faun Is tit foMv"V: Q `LIST OF SPECIAL INSPECTION AGENCIE=S (papa 2). A 19 of to fip ape es�vnd ofher specW irrspa5ors thai wR be tamed to aarxivat the tele wW inspeaftna forlifs prt;od I {T' I Q •SCHEDULE OF SPECIAL fNSP'ECTtt3N' (traps 3 — 6). The 8dxrduls of SpQclai in+ Inspeotlons and tests f"Affe d. Spedel maps otots w15 rddW tO the aWuved;pla' especiActBoru fo$9 i i C tlGrlt kopoeffm mquitemenle. Any eddi wd fiesta and Inspsctlens ratoW by the# aPp wW speciledons she[ Nilo baapwbmed �`�o-'� �� AM U Spacial Irmspe.e torta and Taft will be performed in acw6no vft ft approvedand, . ons, this stat tent and CBC sections 17fl4.1705, VK 1707, and 1703. k tetirrr mporis will be submifked to thee! ttfe)Rep[ id-iMPLIANCE Pro*"0rra) in Reapat"CtWW in gomdanoe Wink CBC Swdm 17041.2. ; c c BY. � ,A Final t of 8pedai korra drrt;trrnsntirtg rattuira�i BPeciai k�rpecdorre. Uest{a4 rcr�d cOrss<�ion of any daaspa�dea noted ftt Its Irmod w aW be submided prior to issuance of a Cer Oft of Use and OaarPartay (Secdan 17041.2). The Final ROW VAN doan•nerrt .IV • {.wocwn of disciup� in fnspedlans. Tio Owaer racoW*% his or her obiipAtion to ensure diet the convIrucum =npUes Wjh the approved peau.�oa d to imPbrnam this program of Spada! msi"Coo�ta- f1partial of Stssa obYgsllone, -Ikftd$p . -A. 1,W Jalinj_' This has been dweiafred with the urtdrirsMdkV that the Buil ft OMdWIV!. l: p p, Wow Monftr sp OPPMM Me hoPec"OCn8C1i�lIi m a ft jobs% mWfficadcm Of #0 SPWW � ft.11006dwi -' duties as oased'for in this SU t tent Of SPP i inspection j a� � u:` Itavfeweubmgtetl Enspsctlon rs ALL T UMP . Perform Inspecliorts as required by the tote! buikft cads. ° „i aG'° u Krum &Assoc: Ted ._1 ,l , *edta&*tcfkaF'arm_ 2012.doc Nvk a t1M12 LIST OF SPECIAL INSPECTION AGENCIES APPROVAL OF SPECIAL INSPECTORS: Each special inspection agency, testing facility, and special inspector shall be recognized by the Building Official prior to performing any duties. Special Inspection agency's.listed on this form must be pre -approved and listed on Cupertino's approved Special Inspector's list. Special inspectors shall carry approved identification when performing the functions of a special inspector. Identification cards shall follow the criteria set by the California Council of Testing and Inspection Agencies. No personnel changes shall be made without first obtaining the approval of the Building Official. Any unauthorized personnel changes may result in a "Stop Work Order" and possible permit revocation. To be pre- approved by the City of Cupertino, refer to the SPECIAL INSPECTION CRITERIA handout. Please allow two weeks to complete the application process. The following are the testing and special inspection agencies that will be retained to conduct tests and inspection on this protect: EXPERTISE FIRM I INSPECTOR INFORMATION 1. Special Inspection (except for Firm Krazan & ASsoeiate5 6711 Sierra Court Suite B aeotechnical) City Dublin, CA 94568 KraZan & Assoc: Ted FischerTelE Phone: (925) 307-1160 Fax: (925) 307-1161 Cell: (408) 590-1983 2. Material Testing Firm....... Addr... .................. Cit........` .................. State ...................... Zip ................... Telephone .................... ....Fax............... ................ Email ......................................................... ,..................................... 3. Geotechnical Inspections Firm.... .... •••Addr.................. •••• ......•••...... • City ....., :..........:............:........................:................. State ......, .....::Zip ..................... Telephone... Fax.......... ............... Email ......... ....................... .......... . Firm ................ ... 4. Other: .... ........ ...................Addr.................. city....... ........... State ......._ .......Zip ...................... Telephone..... .... Fax ............... Email ......................................................... *All agencies specified on this form must be pre -approved and listed on the City of Cupertino's Approved Special Inspector's List. SEISMIC REQUIREMENTS (Section 1705.3.6) Description of seismic -force -resisting system and designated seismic systems subject to special inspections as per Section 1705:3: Installation of seismic stoppers for RF chamber, to include L -brackets and concrete anchors The extent of the: seismic -force -resisting system is defined in more detail in the construction documents. VVIII Description of main wind -force -resisting system and designated wind resisting components subject to special inspections in accordance with Section 1705.4.2: The extent of the main wind -force -resisting system and wind resisting components is defined in more detail in the construction documents. SpecialnspectionForm 2012.doc revised 03120112 SCHEDULE OF SPECIAL INSPECTION SITE APN BP# ADDRESS PROJECT DESCRIPTION: Notation Used in Table: Column headers: C Indicates continuous inspection is required. P Indicates periodic inspections are required. The notes and/or contract documents should clarify. Box entries: X Is placed in the appropriate column to denote either "C continuous or °P" periodic inspections. --- Denotes an activity that is either a one-time activity or one whose frequency is defined in some other manner. 4dditional detail reaardina inspections and tests are provided in the project specifications or notes on the drawings. VERIFICATION AND INSPECTION C I P REFERENCED IBC REFERENCE STANDARD INSPECTION OF FABRICATORS 1. ❑ Inspect fabr'icator's fabrication and quality control 1704.3 procedures. INSPECTION OF STEEL 1. Material verification of high-strength bolts, nuts and washers. ❑ Identification marking to conform to ASTM stds AISC 360, Section A3.3 and specified in the approved construction documents. --- X applicable ASTM material standards ❑ . Inspect fabricator's fabrication and quality control ___ X ___ procedures. 2. Inspection of high-strength bolting: 0 Snug -tight joints. --- X ❑ Pretensioned and slip -critical joints using turn -of -nut with matchmarking, twist -off bolt or direct tension --- X AISC 360, indicator methods of installation. Section M2.5 1704.3.3 ❑ Pretensioned and slip -critical joints using turn -of -nut without matchmarking or calibrated wrench methods X --- of installation. 3. Material verification of structural steel and cold -formed steel deck. ■ For structural steel, identification markings to conform ___ X AISC 360, to AISC 360. Section M2.5 ■ For other steel, identification markings to conform to Applicable ASTM ASTM standards specified in the approved --- X material standards construction documents. ❑ Manufacturer's certified test reports. --- X SpecialnspectionForm 2012.doc revised 03120112 ❑ Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and W --_ AWS D1.4 ACI 318: boundary elements of special structural walls of Section 3.5.2 concrete and shear reinforcement. ❑ Shear reinforcement. --- ❑ Other reinforcing steel. X 6. Inspection of steel frame joints details for compliance: ❑ Details such as bracing and stiffening. X ❑ Member locations. -"- X ❑ Application of joint details at each connection. --- X T7C:E�=RSETFERENC VERIFICATION AND INSPECTIONDAR INSPECTION OF WELDING ❑ Welded studs when used for structural diaphragms. --- X ❑ Welding of cold -formed steel framing members. X --- p Welding of stairs and railing systems. '-' X IBC 1704.3.1 1704.3.2 1704.3 SpecialnspectionForm_2012.doc revised 03/20112 C REFERENCED P VERIFICATION AND INSPECTION STANDARD 4. Material verification of weld filler materials: ® Identification marking to conform to AWS specification AISC 360, in the approved construction documents. X Section le A and applicable AWS A5 documents ❑ Manufacturer's certificate of compliance required. --- X `'- 5. Inspection of welding: a. Structural steel and cold -formed steel deck: Complete and partial joint penetration groove welds. X --- Multipass fillet welds. X --- 13 Single -pass fillet welds > 5/16" X --- AWS D1.1 Plug and slot welds. X `-- . ■ Single -pass fillet welds <= 5/16" --' X Floor and roof deck welds. --- X AWS D1.3 b. Reinforcing steel: ❑ Verification of weldability of reinforcing steel other than ASTM A 706. ❑ Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and W --_ AWS D1.4 ACI 318: boundary elements of special structural walls of Section 3.5.2 concrete and shear reinforcement. ❑ Shear reinforcement. --- ❑ Other reinforcing steel. X 6. Inspection of steel frame joints details for compliance: ❑ Details such as bracing and stiffening. X ❑ Member locations. -"- X ❑ Application of joint details at each connection. --- X T7C:E�=RSETFERENC VERIFICATION AND INSPECTIONDAR INSPECTION OF WELDING ❑ Welded studs when used for structural diaphragms. --- X ❑ Welding of cold -formed steel framing members. X --- p Welding of stairs and railing systems. '-' X IBC 1704.3.1 1704.3.2 1704.3 SpecialnspectionForm_2012.doc revised 03/20112 0 j VERIFICATION AND INSPECTION I C I P I STANDARD INSPECTION OF CONCRETE 1. ❑ Inspection of reinforcing steel, including prestressing ACI 318: 3.5, 7.1-7.7 tendons and placement. 2. ❑ Inspection of reinforcing steel welding in accordance with Table 1704.3 Item 5b. EE AWS D1.4 ACI 318: 3.5.2 3. ❑ Inspection of bolts to be installed in concrete prior to and during placement of concrete where allowable loads have been increased or where strength design X -_- ACI .318: 8.1.3, 21.2.8 is used. 4. ❑ Inspection of anchors installed in hardened concrete. --- X ACI 318: X ACI 318: 5. ❑ Verifying use of required design mix. 6. ❑ At time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests and determine the temperature of the X -__ ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 concrete. X _-_ ACI 318: 5.9; 5.10 7. ❑ Inspection of concrete and shotcrete placement for proper application techniques, 8. ❑ Inspection for maintenance of specified curing temperature and techniques. __- X ACI 318: 5.11-5.13 9. Inspection of prestressed concrete: ❑ Application of prestressing forces. X --- ACI 318:18.20 ❑ Grouting of bonded prestressing tendons in the seismic force -resisting system. X __- ACT 318:1818.4 --- X ACI 318: Ch. 16 10. ❑ Erection of precast concrete members. 11. ❑ Verification of in-situ concrete strength, prior to stressing of tendons in posttensioned concrete and prior to removal of shores and forms from beams and ___ X ACI 318: 6.2 structural slabs_ 12, ❑ Inspect formwork for shape, location, and dimensions of the concrete member being formed. _-_ X ACI 318: 6.6.1 IBC REFERENCE 1913.4 1911.5, 1912.1 1912.1 1904.2.2,1913.2, 1913.3 1913.10 1913.6, 1913.7, 1913.8 1913.9 SpecialnspectionForm 2012. doe revised 03/20/12 SpecialnspectionForm 2012.doc revised 03120/12 REFERENCE FOR CRITERIA VERIFICATION AND INSPECTION C P IBC TMS 402/ACI TMS 402/ACI SECTION 530/ASCE 5 530/ASCE 6 INSPECTION OF LEVEL 1 MASONRY 1, ❑ Compliance with required inspection provisions of the construction documents and the approved --- X --- --- Art. 1.5 submittals shall be verified. 2. ❑ Verification of f'm and fAAc prior to construction X ---, --- Art. 1,4B except where specifically exempted by this code. 3. ❑ Verification of slump flow and VSI as delivered to X --- _-_ -__ Art.. 1.513.1.b.3 the site for self consolidating grout. 4. As masonry construction begins, the following shall be verified to ensure compliance: ❑ Proportions of site -prepared mortar. --- X --- _-- Art. 2.6A 13 Construction of mortar joints. --- X --- --- Art.3.313 13 Location of reinforcement, connectors, ___ X -__ ___ Art. 3.4, 3.6A prestressing tendons, and anchorages, ❑ Prestressing technique. --- X --- --- Art.. 3.68 • Grade and size of prestressing tendons and Art. 2.4B, 2.4H anchorages. 5. During construction the inspection program shall verify: • Size and location of structural elements. --- X --- --- Art.. 3.317 ❑ Type, size, and location of anchors, including Sec. 1.2.2(e), other details of anchorage of masonry to --- X --_ 1.16.1 --- structural members, frames or other construction. ❑ Specified size, grade, and type of reinforcement, anchor bolts, prestressing tendons and --- X --- Sec. 1,15 Art. 2.4, 3.4 anchorages. ❑ Welding of reinforcing bars. X --- --- --- ❑ Preparation, construction and protection of masonry during cold weather (temperature below ---x Sec. 2104.3, ___ Art. 1.8C, 1.8D 40 degrees F) or hot weather (temperature above 2104,4 90 degrees F). ❑ Application and measurement of prestressing X -_- --- -__ Art. 3.613 force. 6. Prior to grouting the following shall be verified to ensure compliance: Grout space is clean. --- X --- --- Art. 3.2D ❑ Placement of reinforcement and connectors and --- X ___ Sec. 1.3 Art. 3.4 prestressing tendons and anchorages. 0 Proportions of site -prepared grout and __- X --- ,_- Art. 2.61 prestressing grout for bonded tendons. • Construction of mortar joints. --- X --- --- Art. 3.31 7. Grout placement: 13 Grout placement shall be verified ensureArt, X --- --- --- 3.5 compliance. ❑ Observe grouting of prestressing bonded X ___ Art 3.6C tendons. SpecialnspectionForm 2012.doc revised 03120/12 SpecialnspectionForm 2012.doc revised 03/20/12 REFERENCE FOR CRITERIA VERIFICATION AND INSPECTION C P. IBC TMS 402/ACI TMS 402/ACI SECTION 530/ASCE 5 530/ASCE 6 8. ❑ Preparation of any required grout specimens, Sec.. mortar specimens, and/or prisms shall be --- X 2105.2.2, --- Art. 1.4 observed. 2105.3 INSPECTION OF LEVEL 2 MASONRY 1. ❑ Compliance with required inspection provisions of the construction documents and the approved --- X --- --- Art. 1.5 submittals. 2. ❑ Verification of fm and fAac prior to construction and for every 5,000 square feet during --- X ---' --- Art. 1.413 construction. 3. ❑ Verification of proportions of materials in premixed or prebiended mortar and grout as --- X --- --- Art.. 1.513 delivered to the site. 4. ❑ Verification of slump flow and VSI as -delivered to X --- --- --- Art. 1.513.1.b.3 the site for self consolidating rout. 5. The following shall be verified to ensure compliance: Proportions of site -prepared mortar, grout, and X --- --- Art. 2.6A prestressing grout for bonded tendons. 0 Placement of masonry units and construction of' X --- --- Art. 3.313 mortar joints. ❑ Placement of reinforcement, connectors and x --- Sec. 1.15 Art. 3.4, 3.6A prestressing tendons and anchorages. ❑ Grout space prior to grouting. X --- -- --- Art. 3:21 ❑ Placement"of grout. X --- --- --- Art. 3.5 • 'Placement of prestressing grout. X --- --- --- Art. 3.6C ❑ Size and location of "structural elements. --- X --- --- Art. 3.3F ❑ Type, size, and location of anchors, including other details of anchorage of masonry to X --- ---' Sec.1.2.2(e) structural members, frames and other construction. 0 Specified size, grade, and type of reinforcement, anchor bolts, prestressing tendons and --- X --- Sec. 1.15 Art. 2.4, 3.4 anchorages. , Welding of reinforcing bars. X--- --- Sec. 2.1,9.7.2, --- 3.3.3.4 (b) ❑ Preparation, construction, and protection of masonry during cold weather (temperature below ___ X Sec. 2104.3, "' Art. 1.8C, 1.8D 40 degrees F) or hot weather (temperature above 2104.4 90 degrees F). Application and measurement of prestressing X -_- ___ ___ Art. 3.613 force. 6. ❑ Preparation of any required grout specimens, Sec., mortar specimens, and/or prisms shall be X --- 2105.2.2, --- Art. 1.4 observed. 2105.3 SpecialnspectionForm 2012.doc revised 03/20/12 VERIFICATION AND INSPECTIONC P REFERENCED STANDARD IBC REFERENCE INSPECTION OF WOOD 1. . ❑ Inspect prefabricated wood structural elements and assemblies in accordance with Section 1704.2.. ___ --- __ 1704.6 2. ❑ Inspect site built assemblies. --- --- 3, Inspect high -load diaphragms: i7 Verify grade and thickness of sheathing. --- --- • Verify nominal size of framing members at adjoining panel edges. --- --- 1704.6.1 Verify nail or staple diameter and length, --- --- ❑ Verify number of fastener lines, --- --- Verify spacing between fasteners in each line and at --- edge margins. ___ 4. ❑ Metal -plate -connected wood trusses spanning 60 feet or greater: Verify temporary installation restraint/bracing and the permanent individual truss --- X --- 1704.6.2 member bracing are installed in accordance with the approved truss submittal package. REQUIRED VERIFICATION AND INSPECTION OF SOIL 1. ❑ Verify materials below footings are adequate to _-_ X achieve the desired bearing capacity. 2. ❑ Verify excavations are extended to proper depth and ___ X have reached proper material. 3. ❑ Perform classification and testing of compacted fill ___ X materials. --- Table 1704.7 4. ❑ Verify use of proper materials, densities and lift thicknesses„during placement and compaction of X --- compacted fill. 5. ❑ Prior to placement of compacted fill, observe subgrade X and verify that site has been prepared properly. REQUIRED VERIFICATION AND INSPECTION OF DEEP DRIVEN FOUNDATION ELEMENTS 1. ❑ Verify element materials, sizes and lengths comply X --- with the. requirements. 2. ❑ Determine capacities of test elements and conduct X additional load tests, as required. 3. ❑ Observe driving operations and maintain complete X --- and accurate records for each element. 4. ❑ Verify locations of piles and their plumbness, confirm type and size of hammer, record number of blows per --- Table 1704.8 foot of penetration, determine required penetrations to X --- achieve design capacity, record tip and butt elevations and document any damage to foundation element. 5. ❑ For steel elements, perform additional inspections in -- accordance with Section 1704.3. 6. ❑ For concrete elements and concrete filled elements, perform additional inspections in accordance with --- --- Section 1704.4. 3pecialnspectionForm 2012.doc revised 03/20112 VERIFICATION AND INSPECTION C P REFERENCED STANDARD IBC REFERENCE 7. ❑ For specialty piles, perform additional inspections as determined by the registered design professional in --- --_ --- Table 1704.8 responsible charge. REQUIRED VERIFICATION AND INSPECTION OF CAST -IN-PLACE DEEP FOUNDATION ELEMENTS 1 ❑ Observe drilling operations and maintain complete and X __- accurate records for each element. 2. ❑ Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable), and X --- --- Table 1704.9 adequate end -bearing strata capacity. Record concrete or grout volumes. 3. ❑ For concrete elements, perform additional inspections in accordance with Section 1704.4. HELICAL PILE FOUNDATIONS 1. ❑ Record installation equipment used, pile dimensions, X --_ 1704.10 tip elevations, final depth, final installation torque. SPRAYED FIRE-RESISTANT MATERIALS Physical and visual tests 1. Condition of substrates. ❑ Inspect surface for accordance with the approved fire - resistance design and the approved manufacturer's --- --- written instructions. ❑ Verify minimum ambient temperature before and after ___ X application. --- 1704.12.1 ❑ Verify ventilation of area during and after application. --- X 2. ❑ Measure average thickness per ASTM E605 and _ ___ Section 1704.12.4. 3. ❑ Verify density of material for conformance with the approved fire-resistant design and ASTM E605.. (Ref. --- --- Section 1704.12.5) 4. ❑ Test cohesive/adhesive bond strength per Section --- _- 1704.12.6. 5. ❑ Condition of finished application. MISCELLANEOUS 1. Mastic and Intumescent Fire -Resistant Coating. --- --- --- 1704.13 2. Exterior Insulation and Finish Systems (EIFS). Water - resistive barrier coating when installed over a sheathing --- --- --- 1704.14 substrate. 3. Special Cases --- --- --- 1704.15 4. Smoke Control System --- --- --- 1704.16 5. Seismic Resistance rA f ❑ Suspended ceiling systems and their anchorage. --- I --- j --- I 1 , Spec alnspectionForm_2012.doc revised 03120112 VERIFICATION AND INSPECTION C p REFERENCED STANDARD IBC REFERENCE 6. Wind Resistance ❑ Roof cladding and roof framing connections. --- --- 13 Wall connections to roof and floor diaphragms and framing. --- --- _-- 1, Roof and floor diaphragm systems, including collectors, drag struts and boundary elements. • Vertical wind -force -resisting systems, including braced frames, moment frames, and shear walls. ❑ Wind -force -resisting system connections to the foundation. ❑ Fabrication and installation of systems or components required to meet the impact resistance requirements --- --- --- of Section 1609.1.2. SPECIAL INSPECTION FOR WINDREQUIREMENTS 1. Structural Wood ❑ Inspect field gluing operations of elements of the main X ___ wind -force -resisting system. ___ 1706.2 • Inspect nailing, bolting, anchoring, and other fastening of components within the main windforce-resisting -__ X system, including wood shear walls, wood diaphragms, drag struts, braces and hold-downs. 2. Cold -Formed Steel Framing 0 Welding of elements of the main wind -force -resisting --- X system. --- 1706.3 ❑ Inspection of screw attachments, bolting, anchoring, and other fastening of components within the main wind -force -resisting system including shear walls, --- X braces, diaphragms, collectors (drag struts) and hold- downs. 3. Wind -resisting components • Roof cladding, --- X --- 1706.4 • Wall cladding. --- X SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE 1. ❑ Special inspection for welding in accordance with the X ___ 1707.2 quality assurance plan requirements of AISC 341. 2. Structural Wood ❑ Inspect field gluing operations of elements of the X seismic -force -resisting system. 11 Inspect nailing, bolting, anchoring, and other fastening 1707.3 of components within the seismic -force -resisting system, including wood.shear walls, wood --- X diaphragms, drag struts, braces, shear panels and hold-downs. 3. Cold -Formed steel light -frame construction ❑ Welding of elements of the seismic -force -resisting X 1707.4 system. SpecialnspectionForm 2012.doc revised 03/20112 Inspection of screw attachments, bolting, anchoring, and other fastening of components within the seismic- --- X force -resisting system including shear walls, braces, diaphragms, collectors (drag struts) and hold-downs. 4. Storage racks and access floors Anchorage of storage racks 8 feet or greater in height X T. 1707.5 and access floors. 5. Architectural components ❑ Inspect erection and fastening of exterior cladding weighing more than 5 psf and higher than 30 feet --- X above grade or walking surface. • Inspect erection and fastening of veneer weighing more than 5 psf.and higher than 30 feet above grade --- X or walking surface. --- 1707.6:. ❑ Inspect erection and fastening of all exterior non- bearing walls higher than 30 feet above grade or --- X walking surface. ❑ Inspect erection and fastening of all interior non- bearing walls weighing more than 15 psf and higher --- X than 30 feet above grade or walking surface. 6. Mechanical and Electrical Components ❑ Inspect anchorage of electrical equipment for ___ X emergency or stand. -by power systems. ❑ Inspect anchorage of non -,emergency_ electrical --- X equipment. ❑ Inspect installation of piping systems and associated mechanical units carrying flammable, combustible, or --- X - --- 1707.7 highly toxic contents. ❑ Inspect installation of HVAC ductwork that contains X hazardous materials. p Inspect installation of vibration isolation systems --- X where required by Section 1707.7. 7. ❑ Verify that the equipment label and anchorage or mounting conforms to the certificate of compliance ___ ___ --- 1707.8 when mechanical and electrical equipment must be seismically qualified. 8. ❑ Seismic isolation system: Inspection of isolation --- X _-- 1707.9 system per ASCE 7 — Section 17.2.4.8 9. ❑ Obtain mill certificates for reinforcing steel, verify compliance with approved construction documents, --- --- --- 1708.2 and verify steel supplied corresponds to certificate. 10. ❑ Structural Steel: Invoke the QAP Quality Assurance --_ 1708.3 requirements in AISC 341. 11. ❑ Obtain certificate that equipment has been seismically _-- 1708.4 qualified. 12. ❑ Obtain system tests as required by ASCE 7 Section_-_ --- --- 1708.5 17.8.: SpecialnspectionForm 2012.doc revised 03120/12