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13020123
CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 22000 MCCLELLAN RD CONTRACTOR: 'K/ a jevL l OVOZCf PERMIT NO: 13020123 OWNER'S NAME: ARNOLFO NITE DATE ISSUED: 02212013 OWNER'S PHONE: 4089962865 I , I PHONE NO: n�1 S LICENSED CONTRA DDEECLARA 1 N License Class_ Lic. # 4 Ill Contractor Da ��` 0 I hereby affirm t at I am lice tsed 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. 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. 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 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 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 whichmay accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will complyC with all non -points urce regulations pe/��the Cupertino Municipal Code, Section 9.18. 1 n 91�Iht ❑ - OWNER-BUILDERDECLARATION 1 hereby affirm that Iam exempt. from the Contractor's License Law for one of the following two reasons: 1, 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 concoct the project (Sec.7044, Business & Professions Code). JOB DESCRIPTION: RESIDENTIAL I hereby affirm under penalty of perjury one of the following three declarations: I have and will maintain a Certificate of Consent to self -insure for Worker's Compensation, as providedfor 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 Section 3700 of the labor Code, for the performance of the work for which this permit is issued. I certify that in the peroormance of the work for which this permit is issued, I shall not employ any person in any mamer 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. APPLICANP_CERTIFICATION INSTALL 18 ROOF TOP MOUNTED SOLAR PANELS (3.73KW) WITH NEW SUB PANEL FOR PV SYSTEM 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. Sq. Ft Floor Area: I Valuation: $20000 APN Number: 35608051.00 1 Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR I un "AVc-FRnM I.eSAPMLLED INSPECTION. Date: RE -ROOFS All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. Signature of Applicant: Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE 1 have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. 1 will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) 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 Munictp 1 Cgde, Chapter 9.12 and WAA the Health & Safety Code, Sections 35505, 25533, a257— _ — Owner or authorized agent: CONSTRUCTION LENDING 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 Revised: 01/01/2013 CUPERTINO ALTERNATIVE ENERGY PERMIT APPLICATION � "� COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION d AE10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 Ov (408) 777-3228 • FAX (408) 777-3333 • buildina(okuoertino.orG PROJECT ADDRESSC2'�OO/') /pleC " No 'ea' APNa 35��0Us! OWNER NAME nU/((/��U'r` N/ /� T%� PHONE 6e, 9q E-MAIL STREET ADDRESS n /fle /')e I� L C�(�e(� �/ CITY,5 E,Z,PIr//I2r� ^ O� l FIX'^ Z0Dp/l CONTACT NAME `✓CI.VVCr t7� 2 PH(O'N� 14 3-1-3-0 n �''' / E-MAIL \U.V®j �y r .�L�! If (277`2•Y_o13S STREET ADDRESSSJlo1 /n�Cl' `Nl CITY. STNAlrE�// /// �yl_ gy6j(�J FAX--r� ❑ OWNER ❑ OWNER -BUILDER ❑ OWNER AGENT ❑ CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER Cl DEVELOPER ❑ TENANT CONTRACTOR NAME �' �1 T�aI LICENSE &(/ NUMBERS'7/0 ( Q/rC LICENSETYPE OJa BUS. LICd COMPANY NAME E-MAILL FAX.-T/1L3 ^/ram STREET ADDRESS/ b/ �r�G /. Il CITY un ^ �� C/ PHO/ /i�(/✓��J ARCHITECT/ENGINEER NAME��� \ I _ GN O �ryC• LICENSE NUMBER � BUS. LIC d COMPANY NAME 1OG E-MAIL P9X, 1 J /_-3 b V ID l r STREET ADDRESS C2vi ►J fey! w<s ve Te, STATE. ZIP r -e)7 l03 o fol USE OF 04 SFD or Duplex ❑ Multi -Family STRUCTURE: ElCommercial PROJECT IN WILDLAND URBAN INTERFACE AREA ❑ Yes ❑ NO I PROJECT IN FLOOD ZONE ❑ Yes ❑ NO Q SOLAR PANELS ❑ ELECTRIC VEHICLE CHARGING STATION ❑ SOLAR WATER HEATING ❑ OTHER: FORS'OIARPANE1-4: NUMBER OFPANELS)UN1TS: tb #KILOWATTS: 3,73 rL-w TOTAL VALUATION .ZO 000 DESCRIPTION OF WORK f-nwun pl/ n 9F-2 100awls 3r1-34<w wig I,utcfOl>7VefA,-2t�5 Con w z l r.E rtcbi' Sub- a 70 nA 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 behalf. I have read this application and the information I have provided is correct. 1 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 b siding construc�ts P 1 authorize representatives of Cupertino to enter the above -identified property for inspection purposes. Signature of ApplicanUAgen-->-- —lr� Date: SUPPLEMENTAL INFORMATION REQUIRED OFFICE USE ONLY OVER-THF COUNTER a } Y ElEXPRESS V S ❑ STANDARD V ❑ LARGE s ❑ MAJOR M PVApp_2011.doc revised 06120112 CITY OF CUPERTINO 1 1 'VVV Ti QrPYN4A WnP _ RITii.ilTNG 1111VICIIIN ADDRESS: 22000 McCLELLAN RD DATE: 02/21/2013 REVIEWED BY: MELISSA APN: 356 08 051. 1 BP#: VALUATION: $20,000 PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex PENTAMATION SOLAR-RES PERMIT TYPE: USE: WORK INSTALL 18 ROOF TOP MOUNTED SOLAR PANELS 3.73kW WITH NEW SUB PANEL FOR PV SCOPE SYSTEM Mech. Plan Check hfech. Peril Fee: Plumb. Plan Check Plumb. Permit Fee: Elec.. Plan Check Elec. Permit Fee: Other Afech. Insp. I I � Other Plumb Insp. L J � Other C;[ec. Insp. L J tJ ,14ech. Insp. Fee: Pl urrb. lnsp. Fee: Elec. lnsp. Fee: NOTE: This estimate does.not includefees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School UNl/{l/ C{l.. 1iI GJG GCJ N/G V•ucu Vx s.•c •cx.•x.sx. .FEE ITEMS (Fee Resolution 11-053 Eff. 711112) x. v............ ..... FEE .. QTY/FEE - MISC ITEMS Plan Check Fee: $0.00 F T-I # Alternative Energy System $219.00 ipaozows I Photovoltaic System Suppl. PC Fee: Q Reg. Q OT F0,01 hrs $0.00 PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. FeeG Reg. OT 0,0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Construction Tax: Administrative Fee: O 0 Work Without Permit? O Yes Q No $0.00 Advanced Planning Fee: $0.00 Select a Non -Residential Building or Structure 0 0 Travel Documentation Fees: Strong Motion Fee: 1BSSISMICR $2.00 Select an Administrative Item Bldg Stds Commission Fee: 1BCBSC $1.00 i $3.00 $219.00 ;a8'i. O?It '4,M $222.00 Revised: 01/01/2013 Building Department CUPERTINO City Of Cupertino 10300 Torre Avenue :"Cupertino, CA 95014-3255 Telephone:408-777-3228 Fax:408-777-3333 CONTRACTOR / SUBCONTRACTOR LIST. JOB ADDRESS: PERMIT #/3020125 -' OWNER'S NAME: AWN0 1A k4e PHONE # 37 GENERAL CONTRACTOR:&(`Tsp r- Kdltora BUSINESS LICENSE:#' ADDRESS: (Sabi [_onnet. n.2 vh 'g CITY/ZIPCODE W�w �!Z/o *Our municipal code requires all businesses working in the city to have a City .6f Cup@rthio business license. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTIONS) WILL BE' SCHEDULED UNTIL THE d. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED -A- CITY OF CUPERTINO BUSINESS LICENSE. lam not using any subcontractors Signature Date Please check applicable subcontractors and complete the following information: SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring / Carpeting 'w Linoleum / Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Painting / Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Signature Date a; pool 1201 N. Tustin Avenue Ron Lacher, R.C.E. . engineering Anaheim, CA 92807 Inc. Fax. (714) 630-6114 Phone., (714) 630-6100 STRUCTURAL CALCULATIONS FOR C.SOL ROPANEL ADDITION ERTIN Building Department FEB 2 1 2013 REVIEWED FOR CODE COMPLIANCE AT Reviewed By: ��� h�� THE NITE RESIDENCE ,8 2013 22000 Mcclellan Rd Cupertino, CA,95014-4060 FOR GC/ SOLAR 15261 ConnectorLn Huntington Beach, CA, 92649-1118 DESIGN BASED IN ACCORDANCE WITH: C.B.C. 2010 EDITION, ASCE 7-05, AND 2005 NDS Cppy 2/6/2013 9:12 AM Page 1 of 13 \\peanasv2\PooRProjects\2013\0197-13 Solar Panel - Residentlal\13-0197 SOLAR PANEL CALCS.xlsx QPool Engineering, Inc. 2012 pool engineering Inc. General Notes POOL ENGINEERING INC. Location: Cupertino, CA,95014-4060 Job# 13-0197 TABLE OF CONTENTS: By: R. Lopez Date: 2/6/2013 Project Data 7 Gravitv Loads 9 Lateral Loads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design 12 Summary 13 2/6/2013 9:12 AM Page 3 of 13 \\peanasv2\Pool\Projects\2013\0197-13 Solar Panel - Residential\33-0197 SOLAR PANEL CALCS.xlsx OPool Engineering, Inc 2012 pool POOL ENGINEERING INC. engineering Location: Cupertino, CA,95014-4060 inc. Job# 13-0197 GENERAL NOTES: By: R. Lopez Date: 2/6/2013 1) REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE OWNER, ARCHITECT, OR CONTRACTOR TO DETERMINE THE ADEQUACY OF THESE STRUCTURAL CALCULATIONS FOR TH E ACTUAL SITE CONDITIONS. 2) THESE STRUCTURAL CALCULATIONS ARE NOT INTENDED TO BE APPLICABLE FOR NON STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO ELECTRICAL, WATERPROOFING, OR DRAINAGE. 3) ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH THE 2009 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS. 4) CONTRACTOR OR OWNER SHALL VERIFY AND IS ULTIMATELY RESPONSIBLE FOR ALL FIELD VERIFIED CONDITIONS AND DIMENSIONS AT THE JOB SITE. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES, OR OMISSIONS OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. 2/6/2013 9:12 AM Page 5 of 13 \\peanasv2\Pool\Projects\2013\0197-13 Solar Panel - Residential\13-0197 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2012 Poo! POOL ENGINEERING INC. engineering Location: Cupertino, CA,95014-4060 inc. Job# 13-0197 Protect Location: 22000 Mcclellan Rd Cupertino, CA,95014-4060 PROJECT DATA: By: R. Lopez Date: 2/6/2013 Existing Residence: Roof Area: 2787 ftz Upper Floor Area: N/A Lower Floor Area: N/A Number of Stories: 1 Site Properties: Latitude: 37.314 Longitude:-122.06 Ss=2.372 (g)0.2s Spectral Response Acceleration 51 = 0.844 (g) 1.Os Spectral Response Acceleration Site Class: D (ASCE 7-05, Section 11.4.2) Fa = 1.00 Site Coefficient (ASCE 7-05, Table 11.4-1) Fy = 1.50 Site Coefficient (ASCE 7-05, Table 11.4-2) SDs = 1.5813 Short Period Design Spectral Acceleration Parameter (ASCE 7-05, Eqn. 11.4-3) Sol = 0.8440 is Period Design Spectral Acceleration Parameter (ASCE 7-05, Eqn. 11.4-4) Wind Speed = 100 mph (basic wind speed) Exposure Category: C Product Information: Design Criteria: Manufacturer: SHARP PV Model: ND-2400IC Weight: 2.89 p.s.f. (including mounting system) Installed Area: 315.73 It' C.B.C. 2010 ASCE 7-05 Design Methodology: Per the exception in Section 3403.4 of the C.B.C. 2010: Any existing lateral load -carrying structural element whose demand -capacity ratio with the addition considered is no more than 10 percent greater than its demand -capacity ratio with the addition ignored shall be permitted to remain unaltered" This calculation will verify whether or not the increased loads imposed by the addition, will result in an increase of 10% or less of a demand in the existing structure. If ithe demand Increase Is within 30%of the original demand -capacity ratio, no retrofit shall be required. 2/6/2013 9:12 AM Page 7 of 13 \\peanasv2\Pool\Projects\2013\0197-13 Solar Panel - Residential\33-0197 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2012 pool engineering inc. POOL ENGINEERING INC. Location: Cupertino, CA,95014-4060 Job# 13-0197 GRAVITY LOADS: Roof Dead Load (Existin 14.0 p.s.f. Tile 1.5 p.s.f. 1/2" Ply. Sheathing 1.0 p.s.f. 2x6 Rafters @ 24"o.c 4.0 p.s.f. 5/8" Gyp. Board & Ceiling Framing 1.5 p.s.f. Misc. 22 p.s.f. Existing Roof Dead Load Typical Floor Dead Load (Existing- If Applicable): 7.5 p.s.f. Max. Floor Finish Weight 3.3 p.s.f. 11/8" Subfloor Sheathing 3.4 p.s.f. 2x Joists @ 16" o.c. 15.0 p.s.f. 2x Partitions (finished) 4.0 p.s.f. 5/8" Gyp. Board & Ceiling Framing 1.8 p.s.f. Misc. 35 p.s.f. Existing Floor Dead Load Roof Live Load (Existing): 20 p.s.f. (Table 1607.1 of C.B.C.2010) Floor Live Load (Existing - If Applicable): 40 p.s.f. (Table 1607.1 of C.B.C. 2010) Roof Dead Load (Proposed): 2.9 p.s.f. SHARP PV ND-240OJC solar panels and mounting system 22 p.s.f. Existing Roof Dead Load 24.9 p.s.f. Proposed Roof Dead Load Roof Live Load w/ Solar Panels (Proposed): 0 p.s.f. (Panels cannot support live loads) Total Roof Loads: Total Existing Roof Load = (DLroof+LLroof) Arearoof = 117054 lb. Total Proposed Roof Load= DLP.Posed AreaW.Pored+(DLroof+ LLruof)(Arearoof-AreaproPosed) = 111651 lb. Demand Increase = [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Load]x100 Results: NET DECREASE IN GRAVITY LOADS ==> OK By: R. Lopez Date: 2/6/2013 2/6/2013 9:12 AM Page 9 of 13 \\Peanaw2\Pool\Projects\2013\0197-13 Solar Panel - Residential\13-0197 SOLAR PAN EL CALCS.xlsx @Pool Engineering, Inc. 2012 pool POOL ENGINEERING INC. engineering Location: Cupertino, CA,950144060 Inc. Job# 13-0197 LATERAL LOADS (Seismic): Seismic Design Parameters: I = 1 occupancy Important Factor R= 6.5 Response Modification Factor p= 1 Redundancy Factor SDs = 1.58134124 Short Period Design Spectral Acceleration Parameter (ASCE 7-05, Eqn. 11.4-3) SDI = 0.84400422 is Period Design Spectral Acceleration Parameter (ASCE 7-05, Eqn. 11.4-3) Site Class: D (ASCE 7-05, Section 11.4.2) Occupancy: 11 (ASCE 7-05, Table 1.1) SDC = E Seismic Design Category (ASCE 7-05, Tables 11.6-1 and 11.6-2) Base Shear Governing Equations: T= Ct (hn) Approximate Fundamental Period (ASCE 7-05, Eqn. 12.8-7) where: Ct= 0.02 x= 0.75 hn = 18.5 (ft.) Height to Highest Level T= 0.178 (s) TL = 8.00 (s) Long -Period Transition Period (ASCE 7-05, Fig.22-16) Cs= (SDs I)/R Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-2) = 0.243 Cs ma: = (SDs 1)/(T R) Maximum Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-3) 1.364 (Cs_m101=0.010 Minimum Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-5) (Cs_min)2 = 0.0441 SDs Minimum Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-5 - supplement 2) 0.037 (Czm03=(0.5 S31)/R Minimum Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-5 - supplement 2) 0.065 Cs = 0.243283 Seismic Base Shear (ASCE 7-05, Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables By: R. Lopez Date: 2/6/2013 2/6/2013 9:12 AM Page 10 of 13 \\peanasv2\Pool\Projects\2013\0197-13 Solar Panel - Residential\13-0197 SOLAR PANEL CALCS.xlsx Wool Engineering, Inc. 2012 Poo! POOL ENGINEERING INC. engineering Location: Cupertino, CA,95014-4060 Inc. Job# 13-0197 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k = 1 Structural Period Exponent (ASCE 7-05, Section 12.8.3) By: R. Lopez Date: 2/6/2013 EXISTING STRUCTURE Level Story Height (ft) hx(ft) Story Area (ftr) Story Seismic Mass (psf) W. (k) k Wx hx Wx hxk F; (K) V; (K) F W h k Roof 16 16 2787.0 22.0 61.314 981.024 1.0000 14.9167 14.92 Upper 0 0 N/A N/A N/A 0 0.0000 0.0000 0.00 Lower 0 0 N/A N/A N/A 0 0.0000 0.0000 0.00 Existing Base Shear= L2j PROPOSED STRUCTURE Level Story Height hx (ft) Story Area StorySeismic Panel Area a Panel Seismic W. (k) k Wx hx k Wx hx F; (K) V; (K) (it) (ft) Mass (psf) (ft) Mass (psf) k FWI hi Roof 16 16 2787.0 22.0 315.7 2.9 62.2 995.62 1.0000 15.14 15.14 Upper 0 0 N/A N/A N/A N/A N/A 0 0.0000 0.0000 0.00 Lower 0 0 N/A N/A N/A N/A N/A 0 0.0000 0.0000 0.00 Proposed Base Shear =1 15.14 Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]x100 Results: INCREASE LESS THAN 10% ==> OK 2/6/2013 9:12 AM Page 11 of 13 \\peanasv2\Pool\Projects\2013\0197-13 Solar Panel - Residential\13-0197 SOLAR PANEL CALCS.xlsx ®Pool Engineering, Inc. 2012 pool engineering POOL ENGINEERING INC. Location: Cupertino, CA,95014-4060 Job#13-0197 WIND UPLIFT ANCHOR DESIGN: Simplified Procedure for Components and Claddine: A = 1.21 Adjustment Factor for Building Height (Figure 6-3, ASCE 7-05) K,r = 1 Topographic Factor for Building Height (Figure 6-4, ASCE 7-05) I = 1 Importance Factor Zone =2 Roof B= 28.5 deg Area 315.8 sq.ft. P, ,30 = 21 p.s.f. Net Wind Design Pressure, Eqn. 6-2, ASCE 7-05 P., = AK,JPo,so = (1.21)(1)(1)(21 p.s.f.) = 25.41 p.s.f. (Pne,)a.:iV = 25.4 p.s.f. Design Wind Uplift Pressure on Components and Cladding (10 p.s.f. min.) Connection to Existing Roof Framing: A.,= 16.2 sq.ft. D= 2.9 p.s.f. W= 25.4 p.s.f. Pu,= Amb(0.6D-W) (panel area tributaryto each lag screw) (panel dead load) (design wind pressure) = (16.2 sq.ft.)[(0.6)(2.9 p.s.f.)-(25.4p.s.f.)) = 382.41b. (withdrawal force applied to each lag screw) By: R.Lopez Date: 2/6/2013 DIAI,g 5/16 in. (lag screw diameter) Dan = 2.50 in. (lag screw penetration into existing framing member) W = 266 lb./in. (lag screw reference withdrawal design value - NDS Table 11.2A, G=0.50) Cc = 1.6 (load duration factor, 2005 NDS) C, = 0.8 W' = Co•C,"W = (1.6)(0.8)(266 lb./in.) = 340.48 lb./in. (adjusted withdrawal value) P.It.w= DW*W' =(2.5 in.)(340.48 lb./in) = 851.2 lb. Results: DEMAND = 382.4 lbs. < CAPACITY = 851.2 lbs. ==> OK 2/6/2013 9:12 AM Page 12 of 13 \\peanasv2\Pool\Projects\2013\0197-13 Solar Panel - Residentlal\13-0197 SOLAR PANEL CALCS.xlsx CPool Engineering, Inc. 2012 -- pool POOL ENGINEERING INC. By: R. Lopez engineering Location: Cupertino, CA,95014-4060 Date: 2/6/2013 Inc. Job# 13-0197 SUMMARY: GRAVITY LOADS: DECREASED BY -4.84% LATERAL LOADS: INCREASED BY 1.49% < 10% WIND UPLIFT: DEMAND = 382.4 lbs. < CAPACITY = 851.2 lbs. ==> OK USE 5/16in. DIAMETER LAG SCREWS @ 72in. O.C. W/ 2.5in. PENETRATION INTO EXISTING FRAMING MEMBER, TYP. 2/6/2013 9:12 AM Page 13 of 13 \\peanasv2\Pool\Projects\2013\0197-13 Solar Panel - Residential\13-0197 SOLAR PANEL CALCS.xlsx ®Pool Engineering, Inc. 2012 SHARP solar electricity 240 WATT MULTI -PURPOSE MODULE NEC 2008 Compliant ND-2400CJ Business leaders install this module �IS5nr''ce commercial applications, GUFyE PVastrating financial astuteness BUIlding pb patdtll�nfironnlental stewardship. FEB 2 1 2013 ENGINEERING EXCELLENCE :VIEWED FOR CODE COMft9Ali efficiency for an outstanding balance j of *I and weight to power and performance. Reviewed By: EyN .9j DURABLE Tempered glass, EVA lamination and weatherproof backskin provide long -life and enhanced cell performance. 0 eRgLIABLE r limited warranty on power output. GCPERFORMANCE `--ThismAule uses an advanced surface texturing process to increase light absorption and improve efficiency. MULTI -PURPOSE 240 WATT MODULE FROM THE WORLD'S TRUSTED SOURCE FOR SOLAR. Usi yl�logy, made possible by nearly 50pp ycc��ears of pr letary research and devSE9p At2§f1rp's ND-240QCJ solar mo I-jncorporates an advanced surface texturing Prot e light absorption and improve efficiency. Common applications include commercial and residential grid -tied roof systems as well as ground mounted arrays Designed to withstand rigorous operating conditions, this module offers high power output per square foot of solar array. Sharp multi -purpose modules offer Improved Frame Technology industry -leading performance for a variety of applications. SHARP: THE NAME TO TRUST The Sharp ND-2400CJ module is covered by Sharp's 10 year materials or workmanship warranty. When you choose Sharp, you get more than well -engineered products. You also get Sharp's proven reliability, outstanding customer service and the assurance of our 25-year limited warranty on power output. A global leader in solar electricity, Sharp powers more home's - and businesses than any other solar manufacturer 5. `worldwide. BECOME POVYEl2�UL*' PAZINIMMA110 ND-240QCJ NEC 2008 Compliant Module output cables: 12 AWG PV Wire ELECTRICAL CHARAC, Maximum Power (Pmax) 240 W Tolerance of Pmax 09'/5% Type of Cell Polycrystalline silicon Cell Configuration -: 60in series Open Circuit Voltage (Voc) 37.5 V Maximum Power Voltage (Vpm) 29.3'V Short Circuit Current (Isc) 8.75 A Maximum Power Current 8.19 A Module Efficiency (%) 14.7% Maximum System (DC) Voltage 600 V Series Fuse Rating 15 A NOCT -47.54C Temperature Coefficient (Pmax) -0.48591/-C Temperature Coefficient (Voc) � --0.36%/4C Temperature Coefficient (Isc) 0.053%/°C 'Illumination or 1 kW/m2 (1 sun) at spectral distribution of AM 1.5 (ASTM E892 global spectral irradiance) at a cell temperature of 25"C. MECHANICAL CHAR4: CiSi ;w Dimensions (A x B x C below) 39.1"x64.6"x1.8"/994 x 1640 x 46 mm Cable Length (G) 43.3VII00 mm Output Interconnect Cable 12 AWG with SMK Locking Connector Weight 41'.9slbs / 19.0 kg Max Load 50 psf (2400. Pascals) Operating Temperature (cell) 40iYo 190F / -40 to 90-C —PV Wire per UL Subject 4703 QUALIFICATIONS-., UL Listed UL 1703 Fire Rating 'Class C c IiL us WARRANTY wr 25-year limited warranty on power output Contact Sharp for complete warranty information Design and specifications are subject to change without notice. Sharp Is a registered trademark of Sharp Corporation. All other trademarks are property of their respective owners. Cover photo: Solar Installation by Pacific Power Management, Auburn CA. SHARP .DIMENSIONS. BACK VIEW 7 D SIDE.VIEW __J IC A B C D E 39.1"/994 mm 64.6"/1640 mm 1,8'/46 mm 14.4"/365 mm 3.9"/100 mm F G 37.7/958 mm 43.3'/1100 mm Contact Sharp for tolerance specifications Sharp solar modules are manufactured in the United States and Japan, and qualify as "American" goods under the "Buy American" clause of the American Recovery and Reinvestment Act (ARRA). SHARP ELECTRONICS CORPORATION 5700 NW Pacific Rim Boulevard, Camas, WA 98607 1-800-SOLAR-06 • Email: sharpsolar@sharpusa.com www.sharpusa.com/solar © 2011 Sharp Electronics Corporation. All rights reserved. 11F.099 • PC-0941 [e] ENPHASE MICROINVERTER M215 The Enphase Energy Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation and management of solar power systems. The Enphase System includes the microinverter, the Envoy Communications Gateway, and Enlighten, Enphase's monitoring and analysis software. - Maximum energy production PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module RELIABLE - System availability greater than 99.8% - No single point of system failure SMART Quick & simple design, installation and management - 24/7 monitoring and analysis s A F E Low voltage DC - Reduced fire risk @® c us MICROINVERTER TECHNICAL DATA Input Data(DC)_M215-60-2LL-522/S23 U 5.60.2LL-S22-NA/S23-NA(Ontario) Recommended maximum input power (STC) 260W Maximum input DC voltage 45V Peak power tracking range 22V — 36V Operating range 16V— 36V Min./Max. start voltage 26.4W45V Max. DC short circuit current 15A Max. input current 10.SA , Output Data Vac @240 Vac Maximum output power 215W 215W Nominal output current 1.0 A* 0.9 A* Nominal voltage/range 208W183V-229V 240W21 1 V-264V Extended voltage/range 208W179V-232V 240W206V-269V Nominal frequency/range 60.0/59.3-60.5 60.0/59.3-60.5 Extended frequency/range 60.0/59.2-60.6 60.0/59.2-60.6 Power factor >0.95 >0.95 Maximum units per 20A branch circuit 25 (three phase) 17 (single phase) Maximum output fault current 1.05 Arms, over 3 cycles; 25.2 Apeak, 1.74ms duration Efficiency CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency (weighted, reference EN 50530) 99.8% Dynamic MPPT efficiency (fast irradiation changes, reference EN 50530) 99.9% Night time power consumption 46mW Mechanical Data Ambient temperature range -40°C to +65°C Operating temperature range (internal) -40*C to +85*C Dimensions (WxHxD) 17.3 cm x 16.4 cm x 2.5 cm (6.8" x 6.45" x 1.0")* Weight 1.6 kg (3.5 Ibs) Cooling Natural convection — no fans E I I O d NEMA 6 *Arms at nominal voltage nc osure envlronmenta rating ut oor — *without mounting bracket Features ; Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-years or 6 MWh Compliance UL1741/IEEE1547, FCC Part 15 Class B CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107.1-01 Enphase Energy, Inc. 201 15t Street, Petaluma, CA 94952 877 797 4743 v .enphase.com 06/07/2011 ® Printed on 100 percent recycled paper. Safety Switches Product Description SAFETY SWITCH A safety switch is used to open or close an electrical circuit. Non -fusible safety switches provide a means to manually connect or disconnect the equipment from the power source. Fusible safety switches pro- vide a means to manually open and close a circuit and overcurrent protection by using customer -installed fuses. Safety switches are also commonly referred to as a disconnect switch or simply a disconnect. DOUBLE THROW SAFETY SWITCH A double throw safety switch is sometimes referred to as a transfer switch. It performs the same function as safety switch by opening or closing a circuit; however, its primary use is to transfer service from a normal power source to an alternate source (i.e., a residential generator) or to switch from one load circuit to another. Features, Functions and Benefits ✓ 120/240, 240 or 600 volts. ✓ Easy to install. ✓ Ample wiring space. ✓ Padlockable. ✓ UL listed. DP221NGB Plug Fuse Safety Switch, 30 Amperes, 1201240 Volts DG322URB General -Duty, Non -Fusible Safety Switch, 60 Amperes, 240 Volts DT224URK-NPS General -Duty, Non -Fusible Double Throw Emergency Power Safety Switch, 200 Amperes, 1201240 Volts DH362UGK Heavy -Duty, Non -Fusible Safety Switch, 60 Amperes, 600 Volts N EATON CORPORATION Cutler -Hammer 6-7 6, Safety Switches DG321NRB General -Duty, Cartridge Fuse Safety Switch, 30 Amperes, 1201240 Volts DT223URH-N General -Duty, Non -Fusible Double Throw Emergency Power Safety Switch, 100 Amperes, 1201240 Volts DH362NGK Heavy -Duty, Fusible Safety Switch, 60 Amperes, 600 Volts DT363URK Heavy -Duty, Non -Fusible Double Throw Emergency Power Safety Switch, 100 Amperes, 600 Volts 6-8 EATON CORPORATION Cutler -Hammer DT224URK-NPS DP221NGB DG324NGK Applications a FIGURE 6-2. HOUSEHOLD WORKBENCH APPLICATION Catalog Numbering System TABLE 6-14. SAFETY SWITCH CATALOG NUMBERING SYSTEM S`wi'tchType •i� DP = General-Duty/Plug Fuse DG = General-Duty/Cartridge Fuse DH = Heavy -Duty DT = Double Throw 474 1 = 120 Va c 2 = 240 Va c 6 = 600 Va c 1=30 2 = 60 3 = 100 4 = 200 5 = 400 6 = 600 7 = 800 8 = 1200 FIGUKI: 6-3. Kt51UEN I IAL GtNEKA IUK APPLIGA I IUN VVI I K MANUALLY OPERATED DOUBLE THROW SAFETY SWITCH Service Entrance Rated Safety Switch (When Required) /91 Utility Power Feed Existing Hardwired Electrical O° p Main Power Connection =O 1 Panel (Loadcenter) Hardwired Electrical Connection Cutler -Hammer Automatic Transfer Switch Generator FIGURE 6.4. RESIDENTIAL GENERATOR APPLICATION WITH AUTOMATIC TRANSFER SWITCH AND SERVICE ENTRANCE RATED SAFETY SWITCH Iwo G = NEMA 1 R = NEMA 3R D = NEMA 12 W = NEMA 4X Corrosion Resistant (304 Grade Stainless Steel) F = Fusible without Neutral U = Non -Fusible N = Fusible with Neutral Series ' K= Design (All General -Duty Switches Above 200 Amperes and All Heavy -Duty Switches Incorporate K-Series Switch Design Features Listed Below) B= Design General -Duty (30-100Amperes) H = General -Duty Double Throw Switch (Compact Design 30-100 Amperes) d EATON CORPORATION Cutler -Hammer 6-9 120/240 VAC GENERAL -DUTY, FUSIBLE, SINGLE THROW TABLE 6-16. 1201240 VAC GENERAL -DUTY, FUSIBLE, SINGLE THROW „Maxli II NEMA 1 NEMA 3R Enclosure Enclosure 1-Phase ac 3-Phase ac do Indoor Rainproof Ampere ', Fuse Type �i120,,` 240 250 og+ UPC Catalog a� UPC Rating Provision dolt h� Volt Volt W 1r , Code Nun tier, Code 3-Pole 3-Wire (Three Blades, Three Fuses) —240 Vac ll 30 — — — — — — 100- 200- 400 H — — 50x :125 — DG325FGK® 782113589510 DG325FRKO 782113589527 600 H — — 75*—i200 DG326FGK(�) 782113589572 DG326FRK@ 782113589589 4-Wire (Three Blades, Three Fuses, S/N)-120/240 Vac 30 H — 1-1/2-3 a;;,71/2 DG321NGB 782113120201 DG321NRB 782113120348 60 H — 3-10 71/2-15 DG322NGB 782113144283 DG322NRB 782113144290 100 H — 7-1/2-15 5, 30'. DG323NGB 782113144344 DG323NRB 782113144351 200 H — 15 25-<60 — DG324NGK 782113213538 DG324NRK 782113213545 400 H — — 50:-`•125 — DG325NGK 782113639208 DG325NRK 782113639215 600 H 1 75;,' -200 — DG326NGK 782113639222 DG326NRK 782113639239 (D Maximum hp ratings apply only when dual element time delay fuses are used. Use 4-wire catalog numbers below. QQ Solid neutral bars are not included. Order separately from Table 6-27 on Page 6-18. 120/240 VAC GENERAL -DUTY, NON -FUSIBLE, SINGLE THROW TABLE 6-17. 120/240 VAC GENERAL -DUTY, NON -FUSIBLE, SINGLE THROW Maximum Ho[seps " ® NEMA 1 NEMA 3R "°"' Enclosure Enclosure y 1-Phase ac 3-Phase ac do Indoor Rainproof C.i Ampere ! 120 24`0"� 240 Catalog i;Ui?tiC�``�,, Catalog1P G� Rating I Volt '1/olt ?Volt Number FCoddddddd�x NumberjGo a1 C C Non -Fusible —2-Pole 2-Wire (Two Blades)-240 Vac 30 2 3 — — DG221UGB ® 782113120102 DG221URB ® 782113120232 v 60 3 10 — — DG222UGB ® 782114731130 DG222URB ® 782113144238 y .� 100 — 15 — — DG223UGB ® 782114731147 DG223URB ® 782114731154 200 4 5 4 5 3-Pole 3-Wire (Three Blades) — 240 Vac 30 2 3 7-1/2 -- DG321UG13® 782113120140 DG321URB ® 782113120287 60 3 10 15 - DG322UGB ® 782113144306 DG322URB ® 782113144313 100 — 15 30 = DG323UGB ® 782113144368 DG323URB ® 782113144375 200 — 15 60 -' DG324UGK® 782113213552 DG324URK® 782113213576 400 — — 125 = DG325UGK© 782113589534 OG325URK© 782113589541 600 — — 200 DG326UGK© 782113589596 DG326URK© 782113589602 ® WARNING! Switch is not approved for service entrance unless a neutral kit is installed. Use 3-wire catalog numbers below. © Drilled to accept field installed neutral kits. Note: All general -duty safety switches are individually packaged. Note: Accessories are limited in scope on general -duty safety switches. In addition, clear line shields are available as an accessory on 200 — 600 ampere general -duty switches. Catalog Numbers: 200 A = 70-7759-11, 400 A = 70-8063-8, 600 A = 70-8064-8. EATON CORPORATION Cutler -Hammer 6-11 HTENCLOSURE NEMA TYPE-3R rc4LT[P'IrOOF SCREW COVER �FINISH The geMard gnlsh I,hlghgbn gray, baked enamel inside and ow owr gelwnnedeleel. • MnO1FICATIONA w1I Prolaer ma ggf��,gqp pryy ew�{Iproo!s mey,.. M uaad mdoora �j M gamplly ip your speelpeelbns, Please oonwtt IM factory lot pdcm and CONSTRUCTIOpI+i PACKAGING Thew enelosurae r[(/N� {W �f4, erpa ftB a QAWenlzed araN. A drip M h�pp da�'elern f�daaA7 hg�Mrr' badt'pravinl roirv, Encbsutes Meshlppad{n"slandwd quanlhle+only as lhted under prs.psck eadon auenhy. All anclowras not Ihtlrg a, pwpeak are ewNable mdN ually. snow, or inei hom a �1j4 11N )beAble ebw[ Is tastemd jlw +ecurey dbleNf;(OatedalW}I(IM; wane snn have imockounbf a)1.�1r*esitr eMo elylISM, ln, rro INDUSTRY STANDARDS AmckouL Sae c Itp �tMpJii(pbuMlrig Mbewgh g"Mis ero o-Nn�rv` ± > (gmo�lMln¢'A'mNel loop end one: The'. Enclowne conform to the Nallonal Elnmcal Manufacturers Aaaocleaon(NEMAi slendard: for Type.3A 1PAInproon enclosures. All enclosures feeling scrawls presided on!aPR({ dt1' r a _ we hated by Undervaitwe Leborntodes, Im,NL). ., Seeiollowing pages for Catalog Numbers and Knockout data _f W fR:E dtJf D$Y5`I'$M$'INC. TELEPHONE: (213) 588-2166 `�1}-.�A9L,4'�SON A�ANI3E , G HUAIi1 tYtN?PAltiC C}l: 96255 FAX (213) 588.5027 NEMA TYPE-3R AINTIH:T ENCLOSURES DETAIL 16 GAUGE 9.73201A,-, MOUNTING HOLES. I16 J 11SLEPHONE: (2B), : 588-2166 - WIRE GUARD SYSTEMS, INC. �6G:� 50 2050 EAST SLAUSON AVENUE FAX (213) 588.3027 HUNPINGTON PARK. CA. 90255 Performance Engineered for versatility and reduced installation time, SolarMount (E)volution offers unprecedented speed, ease and flexibility. SolarMount (E)volution has redefined what residential mounting systems can offer distributors and installers. With its installer -inspired design, more intuitive attachments, and a future -proof approach to engineering excellence, SolarMount (E)volution makes it easy to support future codes and standards. Truly innovative, SolarMount (E)volution leaves other systems in the dust with average install speeds 15-30%faster than competitive systems on the market today. Versatility is also a key feature of Solarmount (E)volution. The hollow I -Beam construction fits all module configurations. Universal module mounting hardware with integrated bonding can be inserted easily anywhere along a rail regardless of module thickness. These features result in fewer physical parts and fewer tools, reducing hassles and increasing installation time. In addition, anti -seize is not required during installation. The new universal module clamp allows modules to be installed with virtually one hand, speeding installation and simplifying stocking for distributors. R Assemble, Don't Build. Clean Aesthetics. In Stock & Ready to Ship. Full Technical Support. With no drilling required and"click Carefully designed to be sleek, A nationwide distribution network Comprehensive online tools, and secure"connections, dean and minimal in appearance. ensures fast fulfillment of all orders. tutorials and support videos SolarMount (E)volution eliminates After all, It is your roof. are available 24-7. the need for nuts and bolts. Azo-Year Warranty. Rest easy ® SKI` knowing we have you covered with on U N I RAC 20. 2an 0-yea warrantry t limited part zo-year warranty. A HILTI GROUP COMPANY Key Benefits to Distributors • Universal design (two options fit all module sizes) Fewer stocking parts (fewer part numbers) • Easy ordering (including bulk orders) • Faster time to market Competitive pricing Key Benefits to Installers • Faster permitting • Faster inspections • Easier specifications Fewer project delays Ubiquitous (any engineering firm can design with Unirac products) • Lower risk (SolarMount (E)volution is engineered to be compliant with IBC codes) • Industry -leading 20-year structural performance warranty Unparalleled Cu Unirac prides itself in best -in -class offerings and the same holds true regarding our customer service. Simply put, our staff is the largest, most qualified and most respected in the business. Unirac is right there when you need us, with responsive professionals M` Bolt lengths for mid and end clamps 1 Bolt Length (inches) ,.1.25 . .__..._..�_0.95 Module`Thidkness Range(inches)- to i.6o 1.75 1 q5 to z 1oi: Allowable loads for components Component j Load Direction I Allowable Load { (pounds) End Clamp (Tensio�':; �542 Transverse to beam 100 j 'Parallel toeBeem w � oo Mid Clamp j Tension 1082 Transveisp,o��eamx �;: >100 Parallel to beam 100 1 1-Flange with clip j Tension- t? - i656 `.. ' Compression 850 j Transver�e;;fiKed sid'er.'294 Transverse, flex side 175 Beam end stop !Shear "`- 11222 Retainer clip Shear 526 II Beam section properties Properties i Units Value y' Gross area ,in' 1 0.537 Section Modulus, X-axis in' 0.336 'Section Modulus, Y-axis in' ' 0.133. Moment of inertia ' in` 0.370 ' Moment of inertia, Y-axis I in' o.o66 ! Radius of gyration, X-axis in o.830 Radius of gyration, Y-axis in 0.350 ETL listing to UL467 Listing # 3104500-ODIB dated 6/21/2o11 Vous ! Part NumberI 002010M Description_______ SM(E) END CLAMP MILL (zgmm-36.gmm) 002011M SM(E) END CLAMP MILL (36.5mm - 51mm) j OO2105M SM(E) MID CLAMP MILL (zgmm-36.4mm) 1 0oz106M SM(E) MID CLAMP MILL (36.Smm - Simm) oo3oozM__ _� SM(E) RETAINING SPLICE MILLI 003007M 008006s 004000M 'SM(E) BEAM POSITIVE STOP MILL U_GC_-3_BONDING _CLIP _ SM(E)/SM-1 i FLANGE CONNE 003005M SM(E)/SM-1 CLIP MILL 003004M LEVELING GAUGE 008007S SM(E) FIVE WIRE CLIP 007007M SM(E) 7 1N FIXED TILT_ _ 007015M oo7ozoM SM(E) 15 IN FIXED TILT SM(E) zO IN FIXED TILT j oo7o3gM �SM(E) 341N FIXED TILT Rail lengths: zo8" and zoo" For dark finish and other rail lengths please contact your local Unirac distributor. :9oUNIRAC A HILTI GROUP COMPANY U N I RACE A HRTI GROUP COMPANY SolarMount (E)volutionTM Roof Mount Technical Datasheet Pub 111129.1td V2.0 November 2011 SolarMount (E)volution Module Connection Hardware Solar -Mount (E)volution Series Mid Clamp...........................................................................1 SolarMount (E)volution Series End Clamp..........................................................................2 SolarMount (E)volution Beam Connection Hardware SolarMount (E)volution Flange Connection Foot and Clip ................................................. 2 SolarMount (E)volution Beam Splice..................................................................................3 SolarMount (E)volution Beam SolarMount (E)volution Beam............................................................................................ 3 SolarMount (E)volution Module Connection Hardware SolarMount (E)volution Series Mid Clamp Part No. 002106M, 002106D Y ►X Dimensions specified in inches unless noted • Mid Clamp Material: Bottom: One of the following mill finished extruded aluminum alloys: 6005A-T61,6351-T5,6061-T6 Ultimate Tensile: 38ksi Top: ASTM Stainless Steel 300 Series Ultimate Tensile: 70ksi • Mid Clamp Weight: 0.209 Ibs (95g) Allowable and design loads are valid when components are assembled with SolarMount (E)volution Beams according to authorized UNIRAC documents Assemble with one 5/16-18 stainless steel ASTM 300 Series bolt Tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual, AC 428, and test results from an CAS accredited laboratory. Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Ibs (N) Ibs (N) FS Ibs (N) m Parallel to Beam, X± 677 (3011) 244 (1085) 2.777 369 (1641) 0.545 Tension, Y+ 2792 (12442) 1061 (4720) 2.635 1605 (7141) 0.574 Transverse to Beam, Z± 1 1655 (7360) 1 636 (289) 1 2.600 1 963 (4283) 1 0.582 :n° U N I RAC HILTI GROUP COMPANY SolarMount (E)volution Module Connection Hardware SolarMount (E)volution End Clamp Part No. 002011M Y sX Dimensions specified in inches unless noted • End Clamp Material: Bottom: One of the following mill finished extruded aluminum alloys: 6005A-T61,6351-T5,6061-T6 Ultimate Tensile: 38ksi Top: ASTM Stainless Steel 300 Series Ultimate Tensile: 70ksi • End Clamp Weight: 0.323 Ibs (147g) Allowable and design loads are valid when components are assembled with SolarMount (E)volution Beams according to authorized UNIRAC documents Assemble with one 5/16-18 ASTM stainless steel 300 Series bolt Tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual, AC 428, and test results from an AS accredited laboratory. Modules must be installed at least 1.5" from either end of a beam Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, Ibs (N) Ibs (N) FS Ibs (N) m Parallel to Beam, X± 721 (3207) 204 (907) 3.539 308 (1369) 0.427 Tension, Y+ 2590 (11521) 958 (4261) 2.702 1450 (6452) 0.560 Transverse to Beam, Z± 838 (3728) 315 (1401) 2.659 477 (2121) 0.569 SolarMount (E)volution Beam Connection Hardware SolarMount (E)volution Flange Connection Foot and Clip Doh nl. nenalM rX ao.3esxonosor i � '' i.•56 I �•-0.93f 2.W3� Dimensions specified in inches unless noted ooiannoune tgvomuuon range a onnecuon root anu a Ilp: vua Ui um following mill finished extruded aluminum alloys: 6005A-T61, 6351-T5, 6061-T6 Ultimate Tensile: 38 ksi • Flange Connection Foot and Clip: 0.117 Ibs (53 g) Allowable and design loads are valid when components are assembled with SolarMount (E)volution Beams according to authorized UNIRAC documents Flange Connection Feet are compatible with SolarMount (E)volution Beams Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual, AC 428, and test results from an AS accredited laboratory. Design and allowable loads are for the beam to foot connection • Be sure to check load limits for roof attachments and standoffs Applied Load Average Allowable Safety Design Load Resistance Direction Ultimate Load Factor, Ibs (N) Factor, Ibs (N) Ibs (N) FS CD Tension, Y+ 1894 (8425) 744 (3309) 2.545 1125 (5004) 0.594 Compression, Y- 2987 (13287) 1183 (5262) 2.525 1789 (7959) 0.599 Transverse, X-, downhill 693 (3080) 243 (1081) 2.848 368 (1636) 0.531 Transverse, X+, uphill 450 (2002) 134 (596) 3.365 1 202 (899) 0.449 Sliding, Z± (see SolarMount (E)volution Beam Splice) man mo U N I RAC A HIM GROUP COMPANY SolarMount (E)volution Beam Connection Hardware SolarMount (E)volution Beam Splice Part No. 00302M ►X Dimensions specified in inches unless noted SolarMount (E)volution Beam -o— 1.007 Y A -► X 2.2 SolarMount (E)volution Beam Height = 2.200" Dimensions specified in inches unless noted • Beam Splice Material: Aluminum 5052-H32 Ultimate Tensile: 31 ksi, Yield: 23 ksi • Beam Splice Weight: 0.105 Ibs (48g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Beam Splices are compatible with SolarMount (E)volution Beams when used with Flange Connector Foot Assemble with two (2) stainless steel self -tapping screws Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual, AC 428, and test results from an IAS accredited laboratory. Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Ibs (N) Ibs (N) FS Ibs (N) m Sliding, ± 1146 (5098) 429 (1908) 2.672 649 (2885) 0.566 MATERIAL: One of the following extruded aluminum alloys: 6005A-T61, 6351-T5 or 6061-T6, Mill Finish Properties Units Beam Height in 2.200 Approximate Weight (per linear ft) plf 0.644 Total Cross Sectional Area in' 0.537 Section Modulus (X-Axis) in' 0.3359 Section Modulus (Y-Axis) in 0.1309 Moment of Inertia (X-Axis) in 0.3695 Moment of Inertia (Y-Axis) in 0.0659 Radius of Gyration (X-Axis) in 0.8295 Radius of Gyration (Y-Axis) in 0.3504 SOLARMOUNT (E)VOLUTION COMPONENTS Beam SolarMount (E)volution Beam = 2.2" Height Flanae Connection (1) 5/16" x 3-1/2" Zinc Plated Lag Bolt (1) Stainless steel washer (1) Flange Connector (1) Clip Beam Splice / Lateral Retainer (4) Self -drilling screws (1-1/4"-20 hex washer head stainless steel: 70 ksi minimum tensile strength) (1) Beam Splice OPTIONAL COMPONENTS 0 2-Piece Aluminum Standoff (2) 5/16 x 3-1/2" Zinc Plated Lag Bolt (1) 1 Flange Connection (1) 3/8" x 3/4" Hex Head Bolt (1) 3/8" x 1-3/4" EPDM Washer CreoTecc Tile Hook (Top) (2) 5/16" x 3-1/2" Zinc Plated Lag Bolt (1) 3/8-16 x 3/4" Hex Head Bolt (1) 3/8" Hex Head Nut Unirac Flat Flashina (1) 12" x 8" flashing with attached gasket (1) Aluminum square compression plate End Clamp (1) 5/16 - 8 Stainless steel serrated head hex bolt (minimum tensile strength - 70 ksi) Install to a torque of 10 ft-Ibs (1) End Clamp Mid Clamp (1) 5/16 - 8 Stainless steel serrated head hex bolt (minimum tensile strength - 70 ksi) Install to a torque of 10 ft-Ibs (1) Mid Clamp Clamp Bolt Length (Inches) Module Height (Inches) 1.25 0.95 to i.6o 1.75 1.45 to 2.00 PV Quick Mount (1) 5/16" x 3-1/2" Stainless Steel Lag Bolt (1) 5/16" Sealing Washer (1) 5/16" EPDM Washer (1) Flange Connection Leveling Components (1) Adjustable set of Leveling Components ACECLAMP JR - Standing Seam Metal Roo Mounting Solution PAGE GROUNDING CONSIDERATIONS Bonding and Grounding Diagram Left: Dark jl iVM.� finish racking _i/, AU. Center: Mill finish, option 1 � Right: Mill finish, option z"- PAGE � i1 L End Clamp v Mid Clamp Grounding Lug Beam Installation of Lugs WEEB Lug on Beam 14 Ilsco Lug on Beam PV Module io AWG minumum or larger copper grounding conductor WEEB Lug on PV Module Ilsco Lug on PV Module AP66 TR.A-MADE® ROOF ACCESSORY SYSTEMS TILE MOUNT WITH WIDE BASE For Mid and High Profile Tile ©TRA-MAGE, Inc., 2010 11 TEGRA SOLAR MOUNTING SYSTEMS TILE MOUNT WITH NARROW BASE For Flat or Low Profile Tile TRA-MAGE, INC. 1657 SOUTH 580 EAST, AMERICAN FORK, UT, 84003 PH: (800) 606-8980 1 sun.tra-mage.com ww TR.A-MACE® ROOF ACCESSORY SYSTEMS 797 5.22 2.74 O O O 'Dc 11 TEGRA SOLAR MOUNTING SYSTEMS 6.89 (WIDE BASE) MOUNTTILE l1!. • •— 1"TO 1 1/4" Flat or Mid Tile A 77000550 Tile Mount Front, Narrow base, for Flat or Mid tile S-Tile A 77000551 Tile Mount Front, Wide base, for S-Tle 1 3/8" TO 2" Flat or Mid file B 77000554 Tile Mount Front, Narrow base, for Flat or Mid tile S-Tile B 77000555 Tile Mount Front, Wide base, for S-Tile 2 118" TO 2 7/8" Flat or Mid file C 77000558 Tile Mount Front, Narrow base, for Flat or Mid tile S-Tile C 77000559 Tile Mount Front, Wide base, for S-Tle T TO 3 112" Flat or Mid tile D 77000562 Tile Mount Front, Nanow base, for Flat or Mid Tile S-Tile D 77000563 Tile Mount Front, Wide base, for S-Tile ©TRA-MAGE, Inc., 2010 EXPLANATION Dimension (H) is determined by measuring from the lowest point of the tile surface at the top (up slope) of the tile to the roof deck surface. ForS-Tile or MidProfrle tile, themeasurement is always taken from the lowest point in the pan of the tile. TRA-MAGE, INC. 1657 SOUTH 580 EAST, AMERICAN FORK, UT, 84003 PH: (800) 606-8980 1 sun.tra-mage.com ww TR.A-MACE® ROOF ACCESSORY SYSTEMS T_R_A_-MAGE TILE MOUNT INSTALLATION MANUAL Front and side mounting for most mounting rails. • Corrosion -resistant materials • Quick and easy to mount • Structural calculations of the system in compliance with ASCE 7-05 T.R.A.-MAGE's Tile Mount Installation Manual TILE MOUNT COMPONENTS r%116xk 0 -A %se WW Tile Mount - Front (landscape rails) Tile Mount- Side (portrait rails) Simpson SIDS 1/4" Fastener (3.5", 4.5", 6") Carriage Bolt Flange Lock Nut FlexFlash RECOMMENDED TOOLS: Power screwdriver with 6mm bit Allen key - 6mm Wrench Hammer Roof lac- e SOLAR All information In this Installation guide(product - namesandlllustrationsarepropertyofProfessional - Solar Products, Inc. Duplication of whole or In part is strictly prohibited unless authorized by Professional Solar Products, Inc. TOOL LIST (WHAT YOU WILL NEED): • 3/16" Drill (Roof Pilot hole) • 3/16" Hex (T-Wrench preferred) • Cordless Impact • 1/4" Drive Socket (hinge bolt connection) Tilt Ua Kit Installation Guide The above tool list is what ProSolar recommends for instal- lation of the Tilt Up kit along with the Tile Trac attachment. For a complete guide to installing the Roof Trac mounting system please refer to the Roof Trac installation manual. UPPER TILT ASSEMBLY /FLATROOF DETAIL WITH END CLAMP s 2 , TILE TRAC ASSEMBLY (Can also be used with FastJack) The Roof Trac Tilt Up kit is a residential tilt up accessory for the Roof Trac solar PV mounting system. The Tilt up kit inte- grates with both the Tile Trac and the Fast Jack attachment methods (explained in this installation guide). Each Tilt Up kit includes the following parts (comes in boxes of 3 kits): 3-1" x 1" x 24" square tube, drilled on each end 6—Lower (unthreaded) tilt -up brackets —pre tapped 3—Upper (threaded) tilt -up brackets 3—Upper (hollow) lower hinge brackets 12-5/16" x 2" Stainless Steel socket cap screws 6-3/8" x 3/4" Stainless Steel hex bolts 12-3/8" Stainless Steel lock washers Each box of tilt up kits contains 3 total kits —so components will be 3x the number of parts listed above. professionalSOLA�Rproducts www.Rooffrot.com Page 1 Roof Tac - Tilt Ua Kit Installation Guide aG 5/16"x 2" Socket Cap Bolt S4 STEP 1—USING TILE TRAC 0� UBrack t U[hipb T ilt Up Brack ATTACH THE REAR ASSEMBLY: j a noee tbanmetower A: Attach the lower (counter -bored) tilt up bracket to the Tile Trac: 5/16" flatwasher ^' `t Pre -tapped Place the lower tilt up bracket (non -threaded) over the 1-1/2" stud with the serrated surface facing down. Square off with the Tile Trac upper carriage to insure a 1"x 1"x24"Square straight tilt up leg. Tighten down with a 3/8" lock Tube (ciearanodizedJ _. washer and 3/8" hex nut. (see illustration) 3/8" Hex nut 5/ 16" x 2" Socket Cap Screw 5/16" Lock Washer Tile Trac Carriage Tile Trac Base 5/16" x 2" � Socket cap bolt 5/16" Lock washer Tile Trac Carriage B: Set in the rear Tilt Up leg (square tube): 3/8" Short Place the tilt up leg (square tube) in the center of the hexstud bracket. Align the holes of the tube with the holes in - 3/8" Lock Washer the lower bracket. Insert a 5/16" x 2" socket cap bolt with a lock washer through the holes. Do not tighten — Tapped yet. LowerTilt Up Bracket C: Attach the upper (tapped) tilt up bracket to the (tbisbracketiscounter--bored square tube: Place the upper bracket (tapped) on top anbracket)) bracket) Man the upper g bof the tube. Align the holes of the tube with the holes in the lower bracket. Insert a 5/16" x 2" socket cap bolt with a lock washer through the holes. Do not tighten yet. UpperTilt Up Bracket for lowerjoint (this bracket is hollow) i 3/8" Short hexstud 3/8" Lock Washer Tapped LowerTilt Up Bracket (thisbmaketis counter -bored and wider than the upperbracket) STEP 2—WHEN USING THE TILE TRAC ATTACH THE FRONT LEG ASSEMBLY: A: Attach the lower (counter -bored) tilt up bracket to the Tile Trac: Place the lower tilt up bracket (counter -bored) over the 1-1/2" stud with the serrated surface facing down. Square off with the Tile Trac to ensure a straight tilt up leg. Tighten down with a 3/8" lock washer and 3/8" hex nut. (see illustration) B: Attach the upper (hollow) tilt up bracket to the lower bracket: Place the upper bracket (hollow) inside of the lower bracket. Align the holes of the upper bracket with the holes in the lower bracket. Insert a 5/16" x 2" socket cap bolt with a lock washer through the holes. Do not tighten yet. professionalSOLARproductg„, www.Roofrac.com Page 2 Roof lrac - Tilt Ua Kit Installation Guide 5/16" x 2" Socket Cap Bolt STEPJL--USING FAST JACK ATTACH THE REAR ASSEMBLY: / 1 UpperTiltUpBracket 5/16" lockwaSher (th1sbmcket1sdueadedand A- Attach the lower (counter -bored) tilt up bracket to naimwerthan the tower �. bracket' the strut/beam: • Place the lower tilt up bracket (non -threaded) over the 3/8" threaded grab nut with the serrated surface fac- t" x 1" x 24" Square ing down. Square off with the strut to insure a straight Tube (c(earanedized) > ' 3/8"x 1-1/2"Hex Bolt tilt up leg. Tighten down with a 3/8" lock washer. (see notincludedtnkit' illustration) B: Set in the rear Tilt Up leg (square tube I LowerTiltUpBracket : ) 5/16"x 2" Socket (th/sbradretlscounter--bored Place the tilt up leg (square tube) in the center of the Ca Bolt and wlderthanthe upper bracket. Align the holes of the tube with the holes in p bracket' the lower bracket. Insert a 5/16" x 2" socket cap bolt 5/16" Lock Washer 3/8" Bolt/flat with a lock washer through the holes. Do not tighten m Washer yet. / C: Attach the upper (tapped) tilt up bracket to the square tube: Place the upper bracket (tapped) on top of the tube. Align the holes of the tube with the holes Strut(to create in the lower bracket. Insert a 5/16" x 2" socket cap grid pattern) 3/8" Grab Nut bolt with a lock washer through the holes. Do not tighten yet. Residential Fast.lack G' UpperTilt Up Bracket for lowerjoint(this bracket is STEP 2—WHEN USING THE FAST JACK hollow) ATTACH THE FRONT LEG ASSEMBLY: { j A: Attach the lower (counter -bored) tilt up bracket to 3/8" x 1-1/2" Hex Bolt/ the strut: f� flat washer Place the lower tilt up bracket (non -threaded) over the 5/16"x 2"___-Vr (notincludedlnk/tJ grab nut with the serrated surface facing down. Square Socket Cap Bolt t ®' LowerTilt Up off with the strut to ensure a straight tilt up leg. Tighten N �� Bracket glwsbmcketis down with a 3/8" lock washer and 3/8" hex bolt com- 5/16" Lock Washer t,,.- counter-boredandwider bination. (see illustration) „ D, than the upperbracket' B: Attach the upper (hollow) tilt up bracket to the 3/8" Bolt/ lower bracket: Place the upper bracket (hollow) inside Flat Washer top of the lower bracket. Align the holes of the upper � bracket with the holes in the lower bracket. Insert a Strut (to create k f' 5/16" x 2" socket cap bolt with a lock washer through grid pattern) the holes. Do not tighten yet. 3/8" Grab Nut Residential Fast.lack professionalSOLt\Rproducts www.RoofTrac.com Page 3 Roof Trac - 5/ 16" x 3/4" Hex bolt / 5/16" lock washer 3/8" x 3/4" hex bolt Module frame End Clamp 3/8" flat washer Tilt Up Kit Installation Guide STEP 3—ATTACH THE SUPPORT RAILS (not included in tiltup kit) TO THE TILT UP ASSMBLY: A: Drill your holes in the support rail: Mark your spacing of the attachment points on the underside of the rail (the v-groove marks the center of the rail). With a #10 Unibit drill bit drill a 1/2" hole in the support rail B: Attach the support rail to the bracketing: 1/2" hole —drill with a Align the holes of the support rail to the holes i Unitbit#10 drill bit of the upper tilt up brackets. Insert the 3/8" x 1" bolt and flat washer and tighten using 20 ft. lbs. Repeat for both upper and lower tilt up as- semblies. Support rail Channel nut C: Tilt up system to desired angle: Hold the rear tilt up array to the desired angle. Tighten all bracketing connections using 20 ft. UpperTilt Up lbs. When the rear assemblyis set at the de- 5/16"x 2" a� Bracket ghis sired angle, set the angle of the front bracket bmcketis threaded assembly and tighten using 20 ft. lbs. Socket Cap Bolt andnamwerthan theiowerbmcket) 5/16" Lock Washer When installing the Tilt Up kit be sure to refer closely to the load testing and engineering 1" x i" x 24" ClearAnodized Tilt up lines. specifications for adequate spacing guide - tube (rear installation) 1 INTER -MODULE CLAMP Please note that all module end clamps are proprietary and specially extruded to fit a specific brand of module. Since many of these tolerances are very small, we install a die line (marker) to differentiate the correct die per module frame. MODULE CLAMP ASSEMBLY DETAIL After the support rails have been installed to the attach- ments, you are now ready to install the solar modules. There are two sets of clamps; the outside clamps (end clamp) and the inter -module clamps that install between the modules. For convenience, it is advisable to pre -thread or start the bolt, lock washer and clamp into the sliding insert prior to bringing them up to the roof. Slide the two end clamps near the end of the support rail and install your end module (first). Carefully square the module to the frame and tighten the clamps using a 1/2" box wrench or drive socket. DO NOT OVER -TIGHTEN, we recommend a maximum torque of 12 foot pounds to prevent damage to the module glass. After the first module is secured, slide two inter -module clamp sets onto the first module. They are designed to stay in place freeing you up to slide and align the next module into place. Repeat this procedure until all modules are installed onto the support rail. Upon installation of the last module in the panel, install the mod- ule end clamp to complete the installation. professionalSOLARproducts,,, www.RoofTrac.com Page 4 SCREW: E1276 MATERIAL:COPPER, XOC7309 TOLERANCES -UNLESS OTHERWISE SPECIFIED 2 PL. DEC. t.015 TRUE C.L. t.015 3 PL. DEC. 2.010 ANGLES t1 DWG. NO. G 1035 SHEET 1 OF 1 02 CORTIO CAT. NO.: PLATING: SEE CHART MASS:.052 LBS. MARKING: I GBL-4DB-14, 4-14, CU, DB a © DRAWN BY:SES SCALE: 3:1 SURFACE AREA:2.738 IN2 DATE:4/11/2008 SIZE: A STUFFER SHT:FORM 12 CELL:ABM IREV.1 DESCRIPTION 7- .472±.015 [11.99 t .38] OPENING SLIP A 0.2 .825 [20.961 .213 [5.41] MUST II 50 PIN I II 1.150 [29.211 .470 [11.941 5.265THRU Cat #: GBL-4DB-14 GBL-4DBT-14 .210 [5.35] .185 t .005 [4.70 t .13] PART NUMBER PLATING A00B BRIGHT DIP AOOT EL -TIN :ALE 1:1 II II 117-7� MARKING I HE INFORMATION CONTAINED WITHIN THIS DOCUMENT 15 PROPRIETARY TO ILSCO AND MAY NOT BE DISCLOSED WITHOUT PRIOR WRITTEN CONSENT MARKING I HE INFORMATION CONTAINED WITHIN THIS DOCUMENT 15 PROPRIETARY TO ILSCO AND MAY NOT BE DISCLOSED WITHOUT PRIOR WRITTEN CONSENT ABBREVIATIONS CODE INFORMATION SHEET INDEX A • AMPERE HOME THE COMMUNITY DSV-T���HEET CITY/COUNTY 2-3 NBUILDING DIVISION - CUPli�TIM M AC • ALTERNATING CURRENT BLDG • BUILDING OCCUPANCY GROUP/ZONING INO CBC • CALIFORNIA ELECT ICALCO TYPE OF STORIES SINGLE VB I B7LE NITS RESIDENCE This P nBITE ROVED CEC • CALIFORNIA ELECTRICAL CODE SQ. Fr. t Of d� ands ITE PLAN CEEC CALIFORNIA ENERGY EFFICIENCY CODE BUILT 1930 lob a dur PeionCat�ons MUST be ke t CONC • CONCRETECMCCALIFORN MECHANICAL CODE an9'ssor alterat otns on[sIs amelawful to make aNYe CRC CALIFORNIAOMBIN RESIDENTIAL CODE PHOTOVOLTAIC SYSTEM they r0 g9VX Proval from C COMBINER ELE D DISTRIBUTION PANEL ROOFING INFORMATION The gt /WIT Or t0 deV1aIO DC • DIRECT CURRENT be h to I Plan and s({hB BwLd OUT Ping of this 9 Official. EGC • EQUIPMENT GROUNDING CONDUCTOR (E) • EXISTING of an P iSnit or to be an a {�rrGnnLAA�(� (,ITT EMT • ELECTRICAL METALLIC TUBING EXISTING ROOF CONC. "W"TILE PTOVIpy)s citN�}F{QfQp7�U�SCHEDULE GALV • GALVANIZED ROOFING LAYERS SINGLE y Y Qr��wor Ste �1"e I1l GEC • GROUNDING ELECTRODE CONDUCTOR RAFTER SIZE 2"X6" 3.73 kW - C S A W. GND • GROUND RAFTER SPACING O.C. 24" TE RAFTER SPAN • 8' Imp • CURRENT AT MAX POWER WIND SPEED • 85 RMIT d ZQ Z 2 I INVS • INVERTER(S) EXPOSURE CATEGORY C lsc • SHORT CIRCUIT CURRENT SI T . CONNECTION D kW . JUNCTION • KILOWATT ARRAY ARRAY INFORMATION RESIDENCE 52 -REV 1lSE'1' veelrxati,3y[,LTAIL$ LBW • LOAD HEARING WALL ACHEDSHEETS EupERri MN • MINIMUM / "�. (N) NEW MODULE WEIGHT 41.9 LBS.% I.Uidli[ No NEC • NATIONAL ELECTRIC CODE , i� 9 DBI1������{{,,�� ,.a NTS • NOT TO SCALE MODULE LENGTH 64.6" -MODULE SPECIFICATIONS MODULE WIDTH 7B.I" l q qJ OC • ON CENTER MODULE DEPTH • I.S. III% 111 FERTER SPECIFICATIONS Lu [ - '.. P PANEL HOARD ® CONNECT PL • PROPERTY LINE VI Eti ED -�IRAC RAIL BRACIRAC STANDARDKET DETAIL PV PHOTOVOLTAIC TOTAL MODULES 18 R I / F �. OR CODCC''1�.1 PVC • POLYVINYL CHLORIDE 41WkA�DA�IP DETAIL S STAINLEL SUALMODULE WEIGHT WE 151.2 LBS. IA ReviewedB ROUND LOG EC ATIONS SS SEE STRUCTURAL URALTEEL SUMMOUATA LATIONW WEIGHT lil. • - Y' � G_""WR INFORMATION SSD SEE STRUCTURAL DETAILS TOTAL INSTALLATION R'E[GHT 905. LBS' , ` l STC STANDARD TESTING CONDITIONS TOTAL INSTALLATION AREA 315.72 SQ • SQUARE DISrRMUTEDLOAD 2.86 LBS FP TYP • TYPICAL NOTE: VICINITY MAP UON • UNLESS OTHERWISE NOTED ALL MATH FORMULAS AND CALCULATIONS INFORMATION V • VOLT CAN BE FOUND ON PAGE[E3]. Vmp • VOLTAGE AT MAX POWER � rn _ ti N Voc • VOLTAGE AT OPEN CIRCUIT E HircWn W • WATT T p �Y� 3R NEMA 3R, RAINTIGHT MATERIAL(S)22000 IIIMcClellan Rd, Cupertino,A 114 - ellaa PukYY TYPE MODEL QTY. - aa° YAM h SHARPPV ga6uy MODULE ND-240QCJ 18 — ENPHASE �\ _ 1- PF451diOL[" MICRO -INVERTER M215 18 PC �ZG j� I, LI C. HAMMER AC .gryy\'ju-\`g q DISCONNECT DG221URB 1 =Hannis - -D CONDUIT E.M.T W N/A „R PARCEL 3-BOX NEMA3R 1 PULLBOX NEMA3R I CONSTRUCTION SHALL COMPLY JA p,j, �n� D APN 35608051 SOLARSUB 70A C. HAMMER I WITH 2O10 CBC, CMC, CPC, CRC & CEC RACK ATE i E.C.C. %"Ox8'L PANEL UPGRADE 200A MURRAY 1 �, aREV: ESCRIPTION:=====BYOWNER & PROPERTY ADDRESS: PROJECT NFOMON' _ TITLE: CSL# 971660 ARNOLFO & ARLENE SOLARCLASS:C108. C46 NITE FEB 2 �d., LE SHEET NITE PHOTOVOLTAIC SYSTEM gJ =SHEET NUMBER: �lr 22000 MCCLELLAN RD., CUPERT NO CA 95014 CUPERTINO, CA 95014 15261 CONNECTOR LANE, SSUE DATE: TEL:(408)996.2865 HUNTINGTON BEACH CA 92649 =DRAWN BY:=CHK =APV PH. (714) 373-6545 HA BM DN 1.31.2013 GENERAL NOTES FIRE CEC ARTICLE 690 CITY NOTES SWITCHG R CIRCUIT BREAKER. THE 1. III EQUIPMENT USED SHALL BE NEW, UNLESS I. ACCESS&PATHWAYS SHALL MEET THE DSCONNECTIN690.17 MEANS FOR UNGROUNDED OTHERWISE NOTED. CALIFORNIA DEPARTMENT OF FORESTRY AND CONDUCTORS SHALL CONSIST OF A MANUALLY FIRE PROTECTION. OPERABLE S WITCH(S) OR CIRCUIT BREAKER(S) j 2. EQUIPMENT USED SHALL BE U.L. LISTED, COMPLYING WITH ALL OF THE FOLLOWING UNLESS OTHERWISE NOTED, 2. RESIDENTIAL BUILDINGS WITH HIP ROOF LAYOUT: REQUIREMENTS PER 690.17 OF THE N.E.C, C.E.C: MODULES SHOULD BE LOCATED IN A MANNER 3. EQUIPMENT SHALL BE INSTALLED THAT PROVIDES(1)THREE-FOOT(Y) WIDE CLEAR I, LOCATED WHERE READILY PROVIDING ADEQUATE PHYSICAL WORKING ACCESS PATHWAY FROM THE SAVE TO THE RIDGE SPACE AROUND THE EQUIPMENT AND SHALL ON EACH ROOF SLOPE WHERE THE MODULES ARE ACCESSIBLE COMPLY WITH N.E. C. LOCATED. THE ACCESS PATHWAY SHOULD BE 2. EXTERNALLY OPERABLE LOCATED AT A STRUCTURALLY STRONG j 4. ALL P.V. EQUIPMENT SHALL BE LISTED BY LOCATION ON THE BUILDING (SUCH AS THE WITHOUT EXPOSING THE 1 RECOGNIZED TEST LAB. BEARING WALL). OPERATOR TO CONTACT WITH 5. WHEN BACKFED BREAKER IS THE METHOD 3. RESIDENTIAL BUILDINGS WITH A SINGLE RIDGE: LIVE PARTS. OF UTILITY INTERCONNECTION, BREAKER MODULES SHOULD BE LOCATED IN A MANNER SHALL NOT READ"LINEAND LOAD" THAT PROVIDES(2)THREE-FOOT(3) WIDE ACCESS 3. PLAINLY INDICATING WHETHER PATHWAYS FROM THE EAVE TO THE RIDGE ON 6. NOTIFY SERVING UTILITY BEFORE EACH ROOF SLOPE WHERE MODULES ARE IN THE OPEN OR CLOSED ACTIVATION OF P.V. SYSTEM. LOCATED. POSITION, 7. LOAD SIDE MTER-CONNECTION SHALL 4. MPS & VALLEYS: MODULES SHOULD BE LOCATED COMPLY WITH ALEC NO CLOSER THAN ONE AND ONE HALF (L5)FEET 4. HAYING AN INTERRUPTING TO AHIP OR A VALLEY IF THE MODULES ARE TO RATING SUFFICIENT FOR 8. ALL CONSTRUCTION SHALL COMPLY WITH BE PLACED ON BOTH SIDES OF A HIP OR VALLEY. THE 2010 EDITIONS OF THE CALIFORNIA IF THE MODULES ARE TO BE PLACE ON ONLY ONE NOMINAL CIRCUIT VOLTAGE BUILDING CODE, CALIFORNIA ELECTRICAL SIDE OF A HIP OR VALLEY OF EQUAL LENGTH, AND THE CURRENT THAT IS CODE, CALIFORNIA PLUMBING CODE, THEN THE MODULES MAY BE PLACED DIRECTLY CALIFORNIA FIRE CODEAND CALIFORNIA ADJACENT TO THE HIP OR VALLEY. AVAILABLE AT THE LINE ENERGYCODE. TERMINALS OF THE EQUIPMENT. S. PLAN REVIEW IS REQUIRED IF A SYSTEM IS TO BE 9. CITY BUILDING INSPECTOR SHALL INSPECT INSTALLED THAT WILL OCCUPY MORE THAN 50% ALL ACCESSIBLE STRUCTURAL OF TOTAL ROOF AREA. CONNECTIONS AND THE HOUSE CURRENT SIDE OF THE ELECTRICAL SYSTEM. ALL 6. SETBACK REQUIREMENTS DO NOT APPLY TO OTHER EQUIPMENT SHALL BE UL. LISTED GROUND -MOUNTED, FREE STANDING IV. WIRING METHODS AND APPROVED. PHOTOVOLTAIC ARRAYS. A CLEAR BRUSH AREA OF (10) IS REQUIRED FOR GROUND MOUNTED 690.31 METHODS PERMITTED. M EXPOSED NON -CURRENT CARRYING METAL PHOTOVOLTAIC ARRAYS. PARTS SHALL BE GROUNDED AS PER NEC. (A) WIRING SYSTEMS. ALL RACEWAY AND (C) FLEXIBLE CORDS AND CABLES. FLEXIBLE CORDS AND CABLES, 7. R315.3 ALARM REQUIREMENTS: SINGLE AND CABLE WIRING WHERE USED TO CONNECT THE MOVING PARTS OF TRACKING PV 11. LOAD SIDE INTER -CONNECTION SHALL MULTIPLE -STATION CARBON MONOXIDE ALARMS METHODS INCLUDED IN TIES CODE AND MODULES, SHALL COMPLY WITH ARTICLE 400 AND SHALL BE OF A COMPLY WITH NEC SHALL BE AS LISTED COMPLYING WITH THE OTHER WIRING SYSTEMS TYPE IDENTIFIED AS A HARD SERVICE CORD OR PORTABLE REQUIREMENTS OF UL2034. CARBON MONOXIDE AND FITTINGS SPECIFICALLY INTENDED POWER 11 VISIBLE HARDWARE TO BE PANTED TO DETECTORS SHALL BE LISTED AS COMPLYING AND IDENTIFIED FOR USE ON CABLE; THEY SHALL BE SUITABLE FOR EXTRA -HARD USAGE, MATCH EXISTING EXTERIOR. WITH THE REQUIREMENTS OF UL2075. CARBON PHOTOVOLTAIC ARRAYS SHALL BE LISTED FOR OUTDOOR USE, WATER RESISTANT, AND SUNLIGHT MONOXIDE ALARMS AND CARBON MONOXIDE PERMITTED. WHERE WIRING RESISTANT. 13. CONDUCTORS SHALL BE SIZED IN DETECTORS SHALL BE INSTALL IN ACCORDANCE DEVICES WITH INTEGRAL ENCLOSURES ALLOWABLE AMPACITIES SHALL BE IN ACCORDANCE WITH 400.5. ACCORDANCE TO NEC. CONDUCTOR'S WITH THIS CODE, THE CURRENT EDITION OF NFPA ARE USED, SUFFICIENT LENGTH FOR AMBIENT TEMPERATURES EXCEEDING 30°C (86°F), THE CURRENT CAPACITY SHALL BE DE -RATED 720 "STANDARD FOR THE INSTALLATION OF OF CABLE SHALL BE PROVIDED TO AMPACIDES SHALL BE DERATED BY THE APPROPRIATE FACTORS FOR TEMPERATURE INCREASE, CONDUIT FILL CARBON MONOXIDE (CO) DETECTION AND FACILITATE REPLACEMENT. GIVEN IN TABLE 690.31 (C). AND VOLTAGE DROP. WARNING EQUIPMENT" AND THE MANUFACTURES INSTRUCTIONS. OTHER CARBON MONOXIDE FPN:PHOTOVOLTAIC MODULES OPERATE (D) SMALLCONDUCTOR CABLES. SINGLE -CONDUCTOR CABLES 14. COPPER CONDUCTORS SHALL BE USED AND ALARM DETECTION DEVICES RECOGNIZED IN AT ELEVATED LISTED FOR OUTDOOR USE THAT ARE SUNLIGHT RESISTANT AND SHALL HAVE INSULATION RATING 60OV, 90°C, NFPA 720 ARE ALSO ACCEPTABLE. CARBON TEMPERATURES WHEN EXPOSED TO HIGH MOISTURE RESISTANT IN SIZES 16 AWG AND 18 AWG SHALL BE UNLESS OTHERWISE NOTED. MONOXIDE ALARMS REQUIRED BY SECTIONS AMBIENT TEMPERATURES PERMITTED FOR MODULE INTERCONNECTIONS WHERE SUCH R315.1 AND 315.2 SHALL BE INSTALLED IN THE AND TO BRIGHT SUNLIGHT. THESE CABLES FOLLOWING LOCATIONS. TEMPERATURES MAY ROUTINELY MEET THE AMPACITY REQUIREMENTS OF 690.8. SECTION 310.15 7.1. OUTSIDE OF EACH SEPARATE DWELLING UNIT EXCEED 70-C(I58°F) IN MANY LOCATIONS. SHALL BE USED TO DETERMINE THE CABLE AMPACITY AND SLEEPING AREA IN THE IMMEDIATE VICINITY MODULE TEMPERATURE DEBATING FACTORS. OF THE BEDROOM(S). 71. ON EVERY LEVEL OF A DWELLING UNIT INTERCONNECTION CONDUCTORS ARE AVAILABLE WITH INSULATION 690.47 GROUNDING ELECTRODE SYSTEM. �. C U P ERTI N p INCLUDING BASEMENTS. RATED FOR WET LOCATIONS AND A TEMPERATURE RATING OF 90°C Building Department (A)ALTERNATING-CURRENT SYSTEMS. IF INSTALLING AN (194-F) OR GREATER AC SYSTEM, A GROUNDING ELECTRODE SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH 250.50 THROUGH 250.60. THE (B) SINGLE -CONDUCTOR CABLE. SINGLE GROUNDING ELECTRODE CONDUCTOR SHALL BE INSTALLED IN FEE 21 2013 CONDUCTOR TYPE USE-2, AND ACCORDANCE WITH 250.64'" j SINGLE -CONDUCTOR CABLE LISTED AND LABELED AS (PV) REVIEWED FOR CODE COMPLIANCE WIRE SHALL BE PERMITTED IN EXPOSED OUTDOOR LOCATIONS IN PHOTOVOLTAIC SOURCE CIRCUITS FOR Reviewed By: PHOTOVOLTAIC MODULE INTERCONNECTIONS WITHIN THE i PHOTOVOLTAIC ARRAY. SHEET TTBF: EV:====DESCRIPTION:�Y:==:DATE OWNER & PROPERTY ADDRESS: ROJECT INFORMATION: GSLS971660 ARNOLFO & ARLENE cLAss:closc4s NITE NOTES NITE PHOTOVOLTAIC SYSTEM =SHEET NUMBER: 22000 McCLELLAN RD., CUPERTINO, CA 95014 15261 CONNECTOR LANE. CUPERT NO, CA 504 ISSUE DATE: Ni TEL: 408 996.2865 i HUNTINGTON BEACH, CA 92649 PH. (714) 373-8545 =DRAWN BY:=CHK:=APV:= HA BM DN 1.31.2013 X; NOTE: NO BUILDING, PLUMBING, OR HEATING VENTS SHALL BE OBSTRUCTED BY SOLAR MODULES. 120'-1115. 16 r5 ARNOLFO & ARLENE NITE 22000 McCLELLAN RD., CUPERTINO, CA 95014 TEL:(408)996.2865 28'-616" I I I I 23, 511 - 4L - - 15261 CONNECTOR LANE, HUNTINGTON BEACH, CA 92649 PH. (714) 373-8545 103'-11-! 130'-O8" CSL# 971660 CLASS:C10 8 C46 �l •PROPERTY CORNER `•y /1� D • PROPERTY LINE y •CALLOUT • r•_' • CONCRETE --3'-1016" T - WE PHOTOVOLTAIC SYSTEM 22000 MCCLELLAN RD., CUPERTINO, CA 95014 BRAWN BY:=CHK====:PV� CUPERTINO Building Departmer FED 2 1 2013 REVIEWED FOR CODE COMPLIANC Reviewed By� 14rIv, SITE LAYOUT =SHEET ff�UE DATE: 1.31.2013 NOTE: NO BUILDING, PLUMBING, OR HEATING VENTS SHALL BE OBSTRUCTED BY SOLAR MODULES. O EQUIPMENT ICE 1 EQUIPMENT A SOLAR SU8 BREAKER OAC DISCONNECT LOCATED NEXT TO THE MAIN SERVICE PANEL. OAC CIRCUIT TO RUN UNDER EVES & 3 ON ROOFTOP. NOT TO PENETRATE HOUSING ENVELOPE. (EXACT LOCATION TO VARY.) O(N) 70A SUB PANEL W/PV BREAKER(S) OROOFTOP OUTDOOR NEMA 3R 1-BOX/ 5 PULL BOX TO TRANSITION FROM EXPOSED TGER TO THWN-2 CONDUCTORS (NOTE: EXACT LOCATION TO VARY) SHARP O MODULES W/ I N 6 MODULES WJ I EEACH ON EXISTINGRO RINVERTER EACH ON EXISTING ROOF ARNOLFO & ARLENE NITE 22000 McCLELLAN RD., CUPERTINO, CA 95014 TEL:(408)996.2865 15261 CONNECTOR LANE, HUNTINGTON BEACH, CA 92649 PH. (714) 373-6545 CSL# 971660 CLASS -CIO & C46 NITE PHOTOVOLTAIC SYSTEM 22000 M<CLELLAN RD., CUPERTINO, CA 95014 LEGEND EVE LINE — — — • EXTERIOR WALL O • TRANSITION PONT CONDUIT QM SERVICE PANEL ®�� • AC DISCONNECT ISS) • SOLARSUB Q • JUNCTION BOX © COMBINER BOX © PULLBOX © SKYLIGHT ® • AIR CONDITIONER O# —y • CALLOUT — . —.•.v REVIEWED FOR CODE COMPLIANCE Reviewed By: Alm ELECT. BRAWN BY:—rHK. APV� SSUE DATE: X: G/ HA Bnl DN 1.31.2013 UT =SHEET NUMBER:— Dl: J-BOX CONNECTION DETAIL %' EMT CONDUIT D2: GROUNDING #6 COPPER G.E.0 ENPHASE CABLE — NEMA 3R OUTDOOR RATED J-BOX — GROUND WIRE NUTS IRREVERSIBLE GROUNDING CONNECTION GROUND BAR D4: PULL BOX CONNECTION DETAIL ENPHASE ENGAGE CABLE #6 COPPER G.E.0 Y E.M.T CONDUIT NEMA 3R OUTDOOR RATED PULL -BOX �--'— GROUND �W IRING NUT(S) W E.M.T CONDUIT TO MAIN SERVICE PANEL NOTE: 1. NO MODULES ARE WIRED IN SERIES OR PARALLEL. INVERTERS ARE WIRED IN PARALLEL. # REFERS TO SIGNAGE LOCATED ON SHEET [E41. D3: SOLAR SUB (N)200A MURRAY MAIN SERVICE al U n n m EXISTINGAC _ GROUNDING ELECTRODE ARNOLFO & ARLENE NITE 22000 McCLELLAN RD., CUPERTINO, CA 95014 TEL: (408)996.2865 LOCKABLEBLADE 0 AC DISCONNECT RATING: 30A ®AMP VOLT RATING: 240V ©PART#: DG221UR3 MANUF: C. HAMMER 30 ANF C MIN F--- BRANCH 1 (Ilx) PANELS l7 13 l0 GROUND I ]( 14 12 LUG(S) 18 15 —11� ROOF. (N) 70A C. HAMMER SOLAR SUB SERVICE (N)5/e"OX8'L E.G.C. ;i 15261 CONNECTOR LANE, HUNTINGTON BEACH CA 92649 PH. (714) 373-8545 2 L�J BRANCH 2 (7x) PANELS v- PROTECTIVE END CAP I�I�I�I�I�I�I�I O # O # MODULE NUMBER. TOTAL OF (18x) MODULES IN SYSTEMS. (24 PROTECTIVE END CAP ] BRANCH CIRCUITS ENPHASE "FACTORY" AC ENGAGE CABLE W/ MC4 CONNECTORS. CSA U.L. LISTED PER UL 1741 & UV RATED. OOUTDOOR RATED NEMA 3RJ-BOX CUPERTINO OCONTIKUOUS#6BARE SOLID COPPER GROUND WIRE. e Building Depaftent OINCONDUOUS#8 STRANDED GROUND WIRE FEB 2 1 2013 OMILL FINISH UNIRAC EVOLUTION RAILS CREATE GROUNDING BOND BETWEEN THE REVIEWED FOR CODE COMPLIANCE MODULES AND THE RAIL W/THE MIDS & END CLAMPS Reviewed By � J OOUTDOOR RATED NEMA 3R PULL -BOX CSL# 971660 SINGLE LINE cLAss:clo a cos NITS PHOTOVOLTAIC SYSTEM —SHEET NUMBER: 22000 McCLELLAN RD., CUPERTINO, CA 95014 BRAWN BY:=CHK:=APV:= ISSUE DATE: E2a- X; G HA BM DN 1.31.2013 A CONDUIT AND CONDUCTOR SCHEDULE TAG RATED VOLTAGE RATED AMPS MAX CURRENT(A) (690.8)(A)• 1.25 NO. OF PARALLEL CIRCUITS DESCRIPTION OR CONDUCTOR TYPE 3 CURRENT CARRYING CONDUCTORS COND. GUAGE IT 310.171 90-C (00) COPPER COND. AMP RATING IT 310.17) FREE AIR SINGLE -INSULATED CONDUCTOR(s) TEMP. CORRECTION OF CONDUCTOR [1`690.31(c)] CONDUIT FILL DERATING FACTOR LT310.15(B)(2)] ADJUSTED COND. RATING OCPD CONDUIT TYPE CONDUIT SIZE 1 240 .9A IA25A TC.ER/THWN-2 (FACTORYCABLE) 12 AWG 40A FREE AIR 0.76 0.00 30.4A NONE N/A N/A 2 240 6.3A 7.875A TC-ER7THWN-2 (FACIORYCABLE) 12 AWG 40A FREE AIR 0.76 0.00 30AA NONE N/A N/A 3 240 9.9A 12.375A TC-ER/THWN-2 (FACTORYCABLF) 12 AWG 40A FREE AIR 0.76 0.00 30.4A NONE N/A N/A RATED VOLTAGE RATEDAMPS MAX CURRENT(A) (690.8)(A) -1.25 NO. OF PARALLEL CIRCUITS DESCRIPTION OR CONDUCTOR TYPE 3 CURRENT CARRYING CONDUCTORS COND, GUAGE [T310.15(B)(16)] (formerly T 310.16) 90oC(I 94°F) COPPER COND. AMP RATING IT 310.15(B)(16) (formerly T 310.16) TEMP. CORRECTION OF CONDUCTOR [T690.31(c)] CONDUIT FILL DERATING FACTOR [T310.15(B)(2)] ADJUSTED COND. RATING OCPD CONDUIT TYPE CONDUIT SIZE 4 240 6.3A/9.9A 7.875A/12.375A 2 THWN-2(CONDUM IOAWG 40A 0.58 0.00 23.2A (2x)2P ISA-CB EMT %^ 5 240 6.3M 9.9A 7.87SA/12.375A 2 THWN-2(CONDUM IOAWG 40A 0.71 0.00 28.4A (2x)2P 15A-C13 EMT �• 6 240 16.2A 20.25A THWN-2(CONDUM IO AWG 40A 0.91 0.00 36AA 25A CB EMT �^ 7 E.G.C. 6AWG ARMORED PV MODULE SPECS MODULE MANUFACTURER SHARP MODULEMODEL# ND-240QCJ MAX POWER -POINT CURRENT (Ipm) 8.19A MAX POWER -POINT VOLT(Vpm) 29.3V OPEN -CIRCUIT VOLTAGE (V.) 37.5V SHORT-CIRCUIT CURRENT (in) 8.75A MAXIMUM POWER (P.) 24O W CEC PIC RATING 216A W PEAK POWER PER UNIT AREA 12.33W/FT' ARNOLFO & ARLENE NITE 22000 McCLELLAN RD., CUPERTINO, CA 95014 TEL:(408)996.2865 INVERTER SPECS INVERTER MANUFACTURER ENPHASE INVERTER MODEL# M215.60-2LL-S2X MAX DC VOLT RATING 45 V MAX POWER Q 40°C 215W NOMINAL AC VOLTAGE 20V MAX AC CURRENT 0.9A MAX OCPD 20A CEC WEIGHTED EFFICIENCY 96.0%Q 240V 15261 CONNECTOR LANE, HUNTINGTON BEACH, CA 92649 PH. (714) 373-8545 CSL# 971660 CLASS.C10 8 C46 SERVICE PANEL SPECS PANEL MANUFACTURER MURRAY MAX BUS AMP RATING 200 SERVICE VOLTAGE 120-241 MAIN OCPD RATING 200 SOLAR SUB OCPD AMP RATING 25 NITE PHOTOVOLTAIC SYSTEM 22000 McCLELLAN RD., CUPERTINO, CA 95014 9RAWN BY:==CHK APV:= It7�� n��a2�1 SUB -PANEL SPECS PANEL MANUFACTURER C. HAMMER BUS AMP RATING 70 SERVICEVOLTAGE 120-240 INVERTEROCPD AMP RATING (2x)2P 15A-C8 CUPERTINO Building Department FEB 2 1 2013 REVIEWED FOR CODE COMPLIANCE Reviewed By: J�� f�ArN/ =SHEET NUMBEKE2b .SSUE DATE: 1.31.2013 ELECTRICAL WEIGHT, LOAD & AREA OPEN -CIRCUIT VOLTAGE: 1 * (Voc) * LOWEST RECORDED TEMPERATURE FOR CITY (22°F) = V 1 *3Z2V*1.12=41.66V SHORT-CIRCUIT: 1 * (I.S.C.) * 1.25% (N.E.C. 690) * 1.25% (U.L. 1703) = A I *8.59 *1.25% * 1.25% = 13.42A VOLTAGE DROP: (REFERENCE ONLY) • (0) N.E.0 CHAPTER 9 [TABLE 8 & 91 - (WIRE SIZE / 1,00011) = A • (L) CIRCUIT LENGTH • (I) CIRCUIT CURRENT (A) • (R) CIRCUIT RESISTANCE (N.E.0 CHAPTER 9 TABLE [81 WIRE AWG) • (V) VOLTAGE= 1,000 0*L*I*R=A*2.4(240/100)=Vd% V AREA: LENGTH (L) * WIDTH (W) OR L * W INCHES TO FEET: • INCHES TO FEET = # OF INCHES / 12 = # OF FEET (121N = IFT) DISTRIBUTERD LOAD: • (DI) = TOTAL INSTALLATION WEIGHT DIVIDED BY TOTAL INSTALLATION AREA, OR (Tia / Tia) = DI TOTAL INSTALLATION AREA: • (Tia) = AREA OF MODULE TIMES THE NUMBER OF MODULES, OR (a * # mods) = Tia TOTAL INSTALLATION WEIGHT: • (Tiw) = WEIGHT OF MODULE TIMES NUMBER OF MODULES PLUS TOTAL WEIGHT OF MOUNTS & RAIL EQUIPMENT TIMES NUMBER OF MODULES, OR (w * # mods + mr) = Tiw MODULE SPECIFICATIONS: • SHARP 224 / 235 LENGTH (L ): 64.6" OR 5.3833' WIDTH (W ): 39.1" OR 3.2583' WEIGHT (w ): 41.91bs AREA (a): 17.54sgft MOUNT & RAIL (mr) SPECIFICATIONS: (m + r) = TOTAL WEIGHT COMBINED • PV MOUNT WEIGHT (m ): • PV RAIL WEIGHT (r ): • TOTAL WEIGHT: CALCULATIONS: MODULE AREA: TOTAL AREA INSTALLATION: INSTALLATION WEIGHT: MOUNT & RAIL (mr) TOTAL WEIGHT: TOTAL INSTALLATION WEIGHT: DISTRIBUTED LOAD: 5lbs 3.4lbs 8.4lbs 5.3833' * 3.2583' = 17.54sgft 17.54sgft * # mods = A 44.1lbs * # mods = A 8.4lbs * # mods = A Tiw+mr=A Tiw / Tia = 2.86lbs EV:===DESCRIPTION:===Bt:==DATE WNER & PROPERTY ADDRESS: ARNOLFO & ARLENE NITE 22000 McCLELLAN RD., CUPERTINO, CA 95014 TEL: 408 996.2865 ( ) ROJECT INFORMATION: CSL# 971660 I CLASS:Co a C46 NITE PHOTOVOLTAIC SYSTEM 22000 WCLELLAN RD., CUPERTINO, CA 95014 15261 CONNECTOR LANE. HUNTINGTON BEACH, CA 92649 BRAWN BY:=CHK:APV:= PH. (714) 373-8545 X: _WznilHA I BM I DN CUPERTINO Building Department FEB 2 1 2013 REVIEWED FOR CODE COMPLIANCE Reviewed By: i4l".11 HEEr THLE FORMULAS =SHEET NUMRER:- P=—WUE DATE: 1.31.2013 REQUIRED SIGNAGE PLAQUES SHALL BE METAL OR PLASTIC, WITHENGRAVED OR MACHINE MAIN SERVICE DISCONNECT PRINTED LETTERS, OR ELECTRO-PHOTO PLATING, IN A CONTRASTING O COLOR TO THE PLAQUE. PLAQUE SHALL BE ATTACHED TO THE SERVICE 1. I. I MARKING CONTENT AND FORMAT O EQUIPMENT WITH PRO -RI VETS OR SCREWS MARKING CONTENT: CAUTION: SOLAR ELECTRIC SYSTEM • • RED BACKGROUND • O WHITE LETTERING • MINIMUM %" LETTER HEIGHT • ARIAL OR SIMILAR FONT, NON -BOLD PV SYSTEM• REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE DISCONNECT FOR O ENVIRONMENT • • • • • • FIXED USING WEATHER RESISTANT ADHESIVE OR METAL RIVETS SOLAR AC D• 1.2 MARKING FOR ALTERNATING CURRENT CONDUIT, RACEWAYS, OENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES 8 MARKING IS REQUIRED ON ALL INTERIOR AND EXTERIOR AC CONDUIT, RACEWAYS, AND JUNCTION BOXES TO ALERT THE FIRE SERVICE TO AVOID CUTTING THEM. MARKING SHOULD BE PLACED ON ALL INTERIOR AND EXTERIOR AC CONDUIT, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES, EVERY 10', AT TURNS AND ABOVE AND/OR BELOW PENETRATIONS AND ALL AC COMBINER AND JUNCTION BOXES. PV DIRECTORY 1.2.1 MARKING CONTENT AND FORMAT 1 • MARKING CONTENT: "CAUTION: SOLAR CIRCUIT" Wi W O • RED BACKGROUND • WHITE LETTERING NITE, ARNOLFO • MINIMUM %" LETTER HEIGHT IN FEE OPEN POSMON. • ALL CAPITAL LETTERS 800-763-4000 CAUTION • ARIAL OR SIMILAR FONT, NON -BOLD • REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE ENVIRONMENT FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN: FIXED USING WEATHER RESISTANT ADHESIVE OR METAL RIVETS O NOTES n ® ® • THIS SYMBOL REPRESENTS THE LOCATION OF EACH REQUIRED SIGNAGE ON SHEET [E2] FOR THE PHOTOVOLTAIC ❑ (SOLAR) SYSTEM. CUPERTINO soLAR sub Building Department UTILITY PANEL W/ PV BREAKER I FE31 1 2013 C DISCONNECT I-__U) REVIEWED FOR CODE COMPLIANCE Reviewed By EV:====DESCRIPRON:= Y:�ATE OWNER & PROPERTY ADDRESS: ROJECT INFORMATION: SHEEr TIRE: CSL# 971660 SIGNAGE ARNOLFO & ARLENE e CLASS:C1O a C46 NITS NITE /� PHOTOVOLTA/C SYSTEM =SHEET NUMBER: 22000 McCLELLAN RD., 22000 McCLELLAN RD., CUPERTINO, CA 9SOI4 CUPERTINO, CA 95014 15261 CONNECTOR LANE, SSUE DATE: TEL: 408 996.2865 HUNTINGTON BEACH, CA 92649 BRAWN BY:=CHK:APV:= i ) PH. (714) 373-8545 X /yyt HA BM DN 1.31.2013 METER/SERVICE ENTERANCE THE MAXIMUM AC OUTPUT 16.2A OPERATING CURRENT OPERATING AC VOLTAGE 240V NOTE: 1. CONNECTION SUPPORTS NOT TO SPAN FURTHER THAN 6' (72") MAX. GRACE ULTRA ICE & WATER `MOUNTING BRACKET MESH MO UNTING T MASTIC %6'X6" S.S LAG SCREW *-4- SB SERRATED IIEAO HE WLT(MIN.i SILE SM-JOKED IDPNDSTORQUE k-8•SSSERMTEDHMD IIE%BOL'RMM. TENSILE SM-70 SO 10 PNDS TORQUE EID OF RAIL CENTERED BETWEEN UN cBER.1 PHOTOVOLTAIC MODULE BEAM SPACER ..IMERQ FOO G 22W.M.W 1- Vi•-]B SS TECH SCRE W (S) BFAMEPLICE: LATERALRErnmER Y•ORI^sx xEx HEAD BoI.r uNIMCBMMz.:•Irxl.aorw p O O p BEAM SLICEMTEMLRETAMER UMMC (E)VOLUMN FLANGE CONNEMON-PART.W1IM STANDARDI T{1�' FWFBRA , O11 K STANDARD I•BMCKEf V-1�•S.S.HEXHEi BMT IMHE UBOLT µ WASM I WiY'-16 FLANGENUT T.RA-MAGEROOFTILE SOLIRMOUMHOOK (ADMSTABLE) ADNSTABLE CLAMPDVG PLATE ADN5FABLE CLU1P PLATE TRA-MAGEROOFTIM rT ZSECONDARY SO _ ARMO DK ( ADLLb "Ez)HO SD.D'SONSDSY•BOLT I TILE65ECONDARYFLASLBNO.� B.IPSONSDS Y^BOLr W'/SOCItET HEAD C.V'SCREW M8 NO PElEIRAT10NSWJ W/ SOCKET HEAD CAP SCREW MB TIIREECOURSE r---) (MASTIC, PAPER & MASHC) UHLRTINO Building Department METER FE; 2 1 2013 METER/TRUSSTYP. J SEELTI)FORWM REVIEWD FOR CODE COMPLIANCE Reviewed By: REV�ESCRIPDON>====BYVWNER & PROPERTY ADDRESS ROJECT INFORMATION: HST TM.E. CSLS 971660STRUCTU� ARNOLFO & ARLENEGO S cLAss:&Cc1U a cos NITE NITE PHOTOVOLTAIC SYSTEM =sHFHr NUMBER: 22000 MCCLELLAN RD., 220DO McCLELLAN RD., Sl 15261 CONNECTOR LANE. CUPERTINO, CA 95014 CUPS (408)9TINO, 6. 95014 HUNT/NGTON BEACH, CA 92649 F71,31.2013 TEL:(408)996.2865 PH. (714) 373-6545 � BRAWN BY�HK:=APVxHA BM DN NOTE: 1. CONNECTION SUPPORTS NOT TO SPAN FURTHER THAN 4' (48") MAX. W/2V2" MIN. PENETRATION SE MASTIC) ARNOLFO & ARLENE NYTE 22000 MCCLELLAN RD., CUPERTINO, CA 95014 TEL:(408)996.2865 1"x1" SQ, TUBE BRACE 100 I I I— 2'4 5 16 280 I 180 I � I i 15261 CONNECTOR LANE, HUNTINOTON BEACH, CA 92649 PH. (714) 3738545 1"x1" SQ. REAR TUBE BRACE 1 "XI " SQ. REAR TUBE BRACE I I I 4" i I I 1"x1" SQ. TUBE BRACE CSL# 971660 CLASS: C70 & C46 WE PHOTOVOLTAIC SYSTEM 22000 MCCLELLAN RD., CUPERTINO, CA 95014 BRAWN BY:�HK.=;.PV= X: HA I BM I DN 3' REVIEWED FOR CODE COMPLIANCE Reviewed By: JasAjy/ EEr STRUCTURAL -SHEET NUMBER: SSUE DA 1.31.2013