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B-2017-0358
CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: CONTRACTOR: PERMIT NO: B-2017-0358 19920 OLIVEWOOD ST CUPERTINO, CA 95014-600 (316 43 604) SUN FIRST! INC SAN RAFAEL, CA 94903 OWNER'S NAME: ESSEX THE POINTE LP DATE ISSUED: 04/20/2017 OWNER'S PHONE: 866-849-0054 PHONE NO: (415) 458-5870 LICENSED CONTRACTOR'S DECLARATION BUILDING PERMIT INFO: License Class C-46 Lic. #669250 Contractor SUN FIRST! INC Date 08/31/2017 X BLDG _ELECT —PLUMB I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing MECH RESIDENTIAL X COMMERCIAL with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. JOB DESCRIPTION: ESSEX -THE POINT - (1) 48 PANEL ROOF MOUNTED PV SYSTEM I hereby affirm under penalty of perjury one of the following two declarations: WITH (2) INVERTERS (16.32 KW) 1. 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. I have and will maintain Worker's Compensation Insurance, as provided for by 4 ction 3700 of the Labor Code, for the performance of the work for which this Sq. Ft Floor Area: Valuation: $57936.00 permit is issued. 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 APN Number: Occupancy Type: and state laws relating to building construction, and hereby authorize 316 43 004 A (Tenant Improvements) 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 PERMIT EXPIRES IF WORK IS NOT STARTED may accrue against said City in consequence of the granting of this permit. WITHIN 180 DAYS OF PERMIT ISSUANCE OR Additionally, the plicant understands and will comply with all non -point source regulati ns per the Cupertino M nicipai Code, Section 9.18. 180 DAYS FROM LAST CALLED INSPECTION. Signat re l Date 04/20/2017 Issued by: Kim Dunbar v Date: 04/20/2017 I hereby affirm that I am exempt from the Contractor's License Law for one of the RE -ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is following two reasons: 1. I, as owner of the property, or my employees with wages as their sole installed without first obtaining an inspection, I agree to remove all new materials for compensation, will do the work, and the structure is not intended or offered for inspection. sale (Sec.7044, Business & Professions Code) 2. I, as owner of the property, am exclusively contracting with licensed Signature ofApplicant: contractors to construct the project (Sec.7044, Business & Professions Code). Date: 04/20/2017 I hereby affirm under penalty of perjury one of the following three declarations: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER 1. 1 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. HAZARDOUS MATERIALS DISCLOSURE 2. I have and will maintain Worker's Compensation Insurance, as provided for by I have read the hazardous materials requirements under Chapter 6.95 of the Section 3700 of the Labor Code, for the performance of the work for which this California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the permit is issued. 3. I certify that in the performance of the work for which this permit is issued, I Health & Safety Code, Section 25532(x) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous shall not employ any person in any manner so as to become subject to the air contaminants as defrred by theArea Air Quality Management District I Worker's Compensation laws of California. If, after making this certificate of will maintain compliance with the up ;eaMunicipal Code, Chapter 9.12 and exemption, I become subject to the Worker's Compensation provisions of the the Health & Se o , S tions 2550 5533, a d Labor Code, I must forthwith comply with such provisions or this permit, shall be deemed revoked. Owner or authorized age. ' � _ APPLICANT CERTIFICATION Date: 04/20/2017 I certify that I have read this application and state that the above information is CONNLENDING AGECY I hereby affirm that there is a construction lending age for performance correct. I agree to comply with all city and county ordinances and state laws of work's for which this permit is issued (Sec. 3097, Civ C. relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree Lender's Name to save indemnify and keep harmless the City of Cupertino against liabilities, Lender's Address judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands ARCHITECT'S DECLARATION and will comply with all non -point source regulations per the Cupertino Municipal I understand my plans shall be used as public records. Code, Section 9.18. Licensed Signature Date 04/20/2017 Professional CUPERTIN{Ot zon, ALTERNATIVE ENERGY PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT e BUILDING DIVISION 10300 TORRE AVENUE - CUPERTINO, CA 95014-3255 (408) 777-3228 e FAX (408) 777-3333 • building@cupertino.orci ��ttlL PVApp_2011.doe revised 03116111 PROJECT ADDRESS APN ff 19920 Olivewood St OWNERMAME PHONE E-MAIL BRE Properties Inc 866-849-0054 Wthai essex.com STREET ADDRESS PO Box 59365 CITY, STATE, ZIP Schaumburg, IL 60159 FAX CONTACT NAME Kim Fink PI -LONE 415-458-5870 E-MAIL kim sunfirstsolar.com STREETADDRESS 136 Mitchell Blvd CITY, STATE, ZIP San Rafael, CA 94903 FAX ❑ OWNER ❑ OWNER -BUILDER ❑ OWNER AGENT CONTRACTOR ❑ CONTRACTOR AGE -NIT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTORNAME NUMBER LICENSE NUMBE TYPE BUS. LICIT 110113 0 `1J2 Aran Moore 669250 669250 BC46 i COMPANY NAME E-MAIL. FAX q1§ -,q5 -6_5,e71 Sun First Solar kim@sunfirstsolar.com STREET ADDRESS CrrY, STATE, ZIP PHONE 136 Mitchell Blvd San Rafael, CA 94903 415-458-5870 ARCHITBCTIENGINEER NAME LICENSE NUMBER BUS. LIC It COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE USE OF ❑ SFD or Duplex ulti-FamilyPROJECT IN WILDLAND PROJECT IN - e_ URBAN INTERFACB AREA ~� ❑ Yes- - ❑ NO - - J 76 FLOOD ZONE ❑ Yes 13 NO STRUCTURE: SOLAR PANELS ❑ ELECTRIC VEHICLE CHARGING STATION ❑ SOLAR WATER HEATING ❑ OTHER: rQR SOLAR PANELS; NUMBER OF PANELSlUNITS; KILOWATTS (COMMERCIAL ONLY):) / y 7J /b 3 2-� TOTAL VALUATION: i7 �S < r DESCRIPTION OF WORK -� r � ?J6/``nt� 4 � Solar Installation r(� RECEIVED BY: �� By my signature below, I certify to each of the following: I am the property owner or authorized agent to act on the property owner's be al£ I have read this applicationand the information 1 have p vided is correct. I have read the Description of Work and verify it is accurate, I agree to comply with all applicable local ordinances and state laws relating to bu' di l g co Istruction. I ut ori a representatives of Cupertino to enter the aboveidenk led property for inspection purposes. Signature of Applicant/Agent: `a I Date: I fir SUPPLEMENTAL INFO TION REQUIRED OFFICE USE ONLY ❑ OVER-THE-COUNTER W� rte" ❑ EXPRESS © STANDARD U I❑ LARGE © SOR NA* ��ttlL PVApp_2011.doe revised 03116111 washer • Bottom Up Clip material: One of the following extruded aluminum I .x BottomNut hidden..eee alloys: 6005-T5, 6105-T5, 6061-T6 I Dimensions specified in inches unless noted Up Clip,, no Ultimate tensile: 38ksi Yield: 35 ksi £`�. • Finish: Clear Anodized S 7 RM0 nd Clamp Bottom Up Clip weight: -0.031 Ibs (14g) �, { ,r2 a 02 � Beam ` -'Boit Allowable and design loads are valid when components are r e,_ t zr -� assembled with SOLARMOUNT series beams according to 2� .._ End clamp material: One of the following extruded aluminum authorized UNIRAC documents n / alloys: 6005-T5, 6105-T5, 6061-T6 • Assemble with one'/<' -20 ASTM F593 bolt, one %"-20 ASTM F594 �.� ojt Ultimate tensile: 38ksi, Yield: 35 ksi serrated flange nut, and one %" flat washer-! _ Finish: Clear or Dark Anodized Use anti -seize and tighten to 10 ft -lbs of torque i End clamp weight: varies based on height: -0.058 Ids (26g) f Resistance factors and safety factors are determined according to J End Clamp Allowable and design loads are valid when components are -` part 1 section 9 of the 2005Aluminum Design Manual and third- /S�``err• ! assembled according to authorized UNIRAC documents party test results from an IAS accredited laboratory Flange Nut =,i Values represent the allowable and design load capacity of a single • Module edge must be fully supported by the beam [ end clamp assembly when used with a SOLARMOUNT series beam * NOTE ON WASHER: Install washer on bolt head side of assembly. to retain a module in the direction indicated DO NOT install washer under serrated flange nut { Assemble with one Unirac''/V-20 T -bolt and one'W'-20 ASTM F594 Bea serrated flange nut U t' df ht t 10 it Ib ft Y Average Ultimate lbs (N) Allowable Load Has (N) SOLARMOUNT 50LARIVIOLIWINflid Technical DatasheetsSOLARMOUNT Clar-ple .x SOLARMOUNT Technical Qatasheet Pub 130817 - - Direction Ultimate Load Factor, lbs (N) lbs (N) FS rra d Bolt Mid clamp material: One of the following extruded aluminum 1348 (5994) 0.667 329 (1463) 3.43 Mid l`la e N 0.441 alloys: 6005-T5, 6105-T5, 6061-T6 346 (1539) 0.665 OL.ARIVIOU T Bottors Up ModweClip 2.44 Clamp 0.619 Ultimate tensile: 38ksi, Yield: 35 ksi SOLARMOUNT Module Connection Hardware............................................................ 1 Sliding,X* 1194 5312 490 2179 2.44 \ r Finish. Clear o Dark Anodized Bottom Up Module Clip ............................................. 1 t - Z\,, -\ Mid clamp weight: 0.050 be (23g) design Mid Clamp ............................................................. .. --2 i �'' assembled according to authorized UNIRAC documents End Clamp....................................................................................................................2� Values represent the allowable and design load capacity of a single SOLARMOUNT Beam Connection Hardware................................................................ 3 \- ;-'�, mid clamp assembly when used with a SOLARMOUNT series beam L-Foot........................................................................................................................... 3 - to retain a module in the direction indicated SOLARMOUNT Beams....................................................................................................4 L Assemble mid clamp with one Unirac'/<"-20 T -bolt and one %"-20 ASTM F594 serrated flange nut -- Use anti -seize and tighten to 10 ft-Ibs of torque Bea --._.___T_ Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory washer • Bottom Up Clip material: One of the following extruded aluminum I .x BottomNut hidden..eee alloys: 6005-T5, 6105-T5, 6061-T6 I Dimensions specified in inches unless noted Up Clip,, no Ultimate tensile: 38ksi Yield: 35 ksi £`�. • Finish: Clear Anodized S 7 RM0 nd Clamp Bottom Up Clip weight: -0.031 Ibs (14g) �, { ,r2 a 02 � Beam ` -'Boit Allowable and design loads are valid when components are r e,_ t zr -� assembled with SOLARMOUNT series beams according to 2� .._ End clamp material: One of the following extruded aluminum authorized UNIRAC documents n / alloys: 6005-T5, 6105-T5, 6061-T6 • Assemble with one'/<' -20 ASTM F593 bolt, one %"-20 ASTM F594 �.� ojt Ultimate tensile: 38ksi, Yield: 35 ksi serrated flange nut, and one %" flat washer-! _ Finish: Clear or Dark Anodized Use anti -seize and tighten to 10 ft -lbs of torque i End clamp weight: varies based on height: -0.058 Ids (26g) f Resistance factors and safety factors are determined according to J End Clamp Allowable and design loads are valid when components are -` part 1 section 9 of the 2005Aluminum Design Manual and third- /S�``err• ! assembled according to authorized UNIRAC documents party test results from an IAS accredited laboratory Flange Nut =,i Values represent the allowable and design load capacity of a single • Module edge must be fully supported by the beam [ end clamp assembly when used with a SOLARMOUNT series beam * NOTE ON WASHER: Install washer on bolt head side of assembly. to retain a module in the direction indicated DO NOT install washer under serrated flange nut { Assemble with one Unirac''/V-20 T -bolt and one'W'-20 ASTM F594 Bea serrated flange nut U t' df ht t 10 it Ib ft Y Average Ultimate lbs (N) Allowable Load Has (N) Applied Load Average Allowable Safety Design Resistance .x _.., SO.ARIVIOUNT MoCL- e Connection r- r-lwarP 1566 (6967) - - Direction Ultimate Load Factor, lbs (N) lbs (N) FS Load Factor, lbs (N) m 0.662 Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 329 (1463) 3.43 497 (2213) 0.441 Transverse, Z'- 520 (2313) 229 (1017) 2.27 346 (1539) 0.665 OL.ARIVIOU T Bottors Up ModweClip 2.44 41 (181) 0.619 -art , 302000'-- Sliding,X* 1194 5312 490 2179 2.44 741 3295 0.620 washer • Bottom Up Clip material: One of the following extruded aluminum I .x BottomNut hidden..eee alloys: 6005-T5, 6105-T5, 6061-T6 I Dimensions specified in inches unless noted Up Clip,, no Ultimate tensile: 38ksi Yield: 35 ksi £`�. • Finish: Clear Anodized S 7 RM0 nd Clamp Bottom Up Clip weight: -0.031 Ibs (14g) �, { ,r2 a 02 � Beam ` -'Boit Allowable and design loads are valid when components are r e,_ t zr -� assembled with SOLARMOUNT series beams according to 2� .._ End clamp material: One of the following extruded aluminum authorized UNIRAC documents n / alloys: 6005-T5, 6105-T5, 6061-T6 • Assemble with one'/<' -20 ASTM F593 bolt, one %"-20 ASTM F594 �.� ojt Ultimate tensile: 38ksi, Yield: 35 ksi serrated flange nut, and one %" flat washer-! _ Finish: Clear or Dark Anodized Use anti -seize and tighten to 10 ft -lbs of torque i End clamp weight: varies based on height: -0.058 Ids (26g) f Resistance factors and safety factors are determined according to J End Clamp Allowable and design loads are valid when components are -` part 1 section 9 of the 2005Aluminum Design Manual and third- /S�``err• ! assembled according to authorized UNIRAC documents party test results from an IAS accredited laboratory Flange Nut =,i Values represent the allowable and design load capacity of a single • Module edge must be fully supported by the beam [ end clamp assembly when used with a SOLARMOUNT series beam * NOTE ON WASHER: Install washer on bolt head side of assembly. to retain a module in the direction indicated DO NOT install washer under serrated flange nut { Assemble with one Unirac''/V-20 T -bolt and one'W'-20 ASTM F594 Bea serrated flange nut U t' df ht t 10 it Ib ft Y Average Ultimate lbs (N) Allowable Load Has (N) Safety Factor, FS Design Load lbs (N) .x Applied Load Direction Average Ultimate lbs (N) Allowable Load Has (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, 0 Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662 Transverse, X*- 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Siiding, Z± 66 (292) 27(1191, 2.44 41 (181) 0.619 • se an ,-seize an g en o - s o to - Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - Y - party test results from an IAS accredited laboratory lModules must be installed at least 1.5 in from either end of a beam . x a Dimensions specified in inches unless noted- l'E= D�- ens ons 'pee ified is inches unless no,ed B° Building pa�iiie_€t Applied Load Direction Average Ultimate lbs (N) Allowable I Load Ills (N) Safety Factor, FS Design Loads Iles (N) Resistance Factor, (I)Tension, Y+ 1321 (5876) 529(2352) 1 2.50 800 (3557) 0.605 Transverse, Z'- 63 (279) 14 (61) 4.58 21 (92) 0.330 Sliding, X= 142 (630) 52 (231) 2.72 79 (349) 0.555 CL W ■ ■ CL a) VI C/1) i III - t E lz V . , 12 rj IS C) rn 0 III .... . I . ........ . I Z 00 ir w v" 't 15.1 C, O 00 ir w v" 't 15.1 C, A oo N q 7 ova was O 75 2-2 16 NO o &5 E zi ;2 & 1- 0015 2 Mco E T to O rn --- E5 D 12 '0 0 2o2 A 52 01 w) 0pJ Q5 0 0 CD S al z 0 41 th m :2 2 00 ir w v" 't 15.1 C, A ova was 75 2-2 16 NO o &5 E zi ;2 & 1- 0015 2 Mco E T to E5 D 12 '0 0 2o2 A 52 01 w) 0pJ Q5 E al z 0 41 th m 0 CID