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PMT14-01211 City of Menifee Permit No.: PMT14-01211 29714 HAUN RD. Type: Residential Electrical J�A MENIFEE,CA 92586 MENIFEE Date Issued: 0 5/3 012 01 4 PERMIT Site Address: 27741 BLUFF VISTA WAY, MENIFEE, CA Parcel Number: 340A31-005 92584 Construction Cost: $17,500.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM, 12 PANELS, 12 MICROINVERTERS, 3.0 kW Work: Owner Contractor MARIE STAHLI SOLAR SERVICE CENTER INC 27741 BLUFF VISTA WAY 13345 ESTELLE STREET MENIFEE, CA 92584 CORONA, CA 92879 Applicant Phone: 8887607652 SOLAR SERVICE CENTER INC License Number:961939 13345 ESTELLE STREET CORONA, CA 92879 Fee Description Amount I$1 Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27,00 Additional Plan Review Electrical 129 129.07 GREEN FEE 1 1.00 SHIP RESIDENTIAL 1"r 200 $411.07 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions Professions Co and my license is in full force and effect. Code:The Contractor's License Law does not apply to an owner of a property License Class�—(0 License No.C��� who builds or improves thereon, and who contracts for the projects with a Expires D " Signature C 44 licensed contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLA �ION ❑ I am exempt from Iicensure under the Contractors'State License Law for the ❑ 1 hereby affirm under penalty of perjury one of the following declarations: following reason: I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that,except for my personal residence in compensation,issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of work for which this which I must have resided for at least one year prior to completion of permit is issued. improvements covered by this permit, I cannot legally sell a structure that I have Policy# built as an owner-building if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the ❑ -I have and will maintain workers' compensation insurance, as required by Business and Professions Code,is available upon request when this application is lion 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:htt : www.l info. a. ov calaw.html. emut is issued.My workers' ompensation insurance carrier and policy number are: Carrier ` Ccs d AV �}-�- (��7 Property wneror Aut prized Agent Date Expires ��I Policy#W5_C f t l�l`�Cl7'y /Z Name of Agent Phone# ❑ By my Signature below, I certify to each of the following: I am the property owner or authorized to act on the property owner's behalf. I have read this (This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to enter the above- 1 certify that in the performance of the work for which this permit is issued,I ident fled property for the i ection urpos all not employ any persons in any manner so as to became subject to the workers' compensation laws of California, and agree that if I should become eo7J subject to the workers'compensation provisions of Section 3700 of the Labor Property Own or Authorized A Code, I shall forthwith comply with those provisions. P rtY gent Date Date; Applicant;�� I City Business License# WARNING: FAILURE TO S URE WORKERS' i HKZARDOUS MATERIAL DECLARATION COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL / SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING ($100,000), IN ADDITION TO THE COST OF COMPENSATION OYES OCCUPANT HANDLE A HAZARDOUS MATERIAL ORA DAMAGES AS PROVIDED FOR IN SECTION 3706 OF T MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑NO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS I hereby affirm that under the penalty of perjury there is a construction lending INFORMATION GUIDE? agency for the performance of the work which this permit is issued (Section 3097 Civil Code) WILL THE INTENDED USE OF THE BUILDING BY THE APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE Lender's Name OYES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION Lender's Address FROM THE SOUTH COAST AIR QUALITY MANAGEMENT ElNO DISTRICT(SCAQMD)SEE PERMITTING CHECKLIST FOR OWNER BUILDER DECLARATIONS GUIDE LINES I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME: License Law for the reason(s)indicated below by the checkmark(s)I have placed OYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY next to the applicable item(s)(Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A Any city or county that requires a permit to construct, alter, improve, demolish, ❑NO SCHOOL? or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law(Chapter 9 (commencing with I HAVE READ THE HAZARDOUS MATERIAL Section 7000)of Division 3 of the Business and Professions Code)or that he or OYES INFORMATION GUIDE AND THE SCAQMD PERMITTING she is exempt from Iicensure and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY a civil penalty of not more than($500).) CODE, SECTION 25505 25533 AND 25534 CONCERNING ❑ I, as owner of the property, or my employees with wages as their sole HAZARDOUS MATERIAL I}EPOR1 ING. compensation, will do ( )all of or( ) porting of the work, and the structure is PROPERTY OWNER OR AUTHORIZED AGENT not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property X who, through employees' or personal effort, builds or improves the property, - provided that the improvements are not intended or offered for sale.If,however, the building or improvement is sold within one year of completion,the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). CITY OF —" ENIFEE PLCK No: Permit No: 29714 Haun Road City of Menifee 1 It Menifee, CA 92586 Building & Safety Dept. Dated 1a\ N Date: Phone: (951)672-6777 MAY 2 1 2014 `°"°5 Amon�A IliFax:(951)679-3843 Ck#: Ck#: Building Combination P& Ivao To Be Completed By Applicant Legal Description: Planning Case: F: L: Rt: R Property Address: 27741 Bluff Vista Way Menifee, CA 92584 Assessor's Parcel Number. 340-431-005-2 ProjecVTenant Name: Unit#: Floor Name: Marie Stahli Phone No. 8 0 8-4 8 9-3 2 8 81 Fax No. Property Address: 27741 Bluff Vista Way Unit Number Zip Code Owner Y 92584 Email Address: Name: Liliana Figueroa Phone No. Fax No. 760-391-7270 760-262-3030 Applicant Address: Unit Number Zip Code 72227 Adelaid St. #A Thousand Palms,CA. 92276 Email Address: Name: Phone No. Fax No. Solar Service Center, Inc. 760-391-7270 Contractor Address: City State Zip Code 72227 Adelaid St. #A Thousand Palms 92276 Contractor s city Business License No. Contractor's City961te�Off California License No. Classification: C-1 O 39 Number of Squares: Square Footage (,) o 0 ) 1 -� Descriptionof Work: Photovoltaic system ins allation/roof mount Cost of Work:$ 17 500 Applicant's Signature Dal e Co to y City Staff Only Indicate As R-Recei a orN/A-Not Applicable 5 Completes sets of fully dimensioned,drawn to sale plans which include: 1 set of documents which include ❑ Title Sheet ❑ Elevations ❑ Electrical Plan ❑ Goo Tech/Soils Report(on cd only) ❑ Plot!Site Plan ❑ Roof Plan ❑ Mechanical Plan ❑ Title 24 Energy(on 81A x 11) ❑ Foundation Plan El Structural Calculations ❑ Cross Section ❑ Plumbing Plan ❑ Single Line diagram for elec.services over 400 AMP ❑ Floor Plan ❑ Structural Framing Plan&Details ❑ Shoring Plan 1 ❑ Sound Report-Residential Class Code: Indicate New Construction Alteration* Addition" Means/Methods Work Type. Repair' Retrofit* Revision to Fisting Permit' Required? YES NO Proposed Building Use(s): Existing Building Use(s): #Buildings: #Units: #Stories: Will the Building Have a Basement? Y of N Bldg. Code Occupancy Group Indicate Indicate if Indicate all Geo-tech.Haz.Zone At Project Sprinklered YES or NO Completion: Construction that apply: Coastal Zone Type(s): C of O YES or NO Noise Zone Required? Listed on Historic Resources Inventory CITY PLANNING STAFF ONLY APPROVALS: Costal Commiss Arch.Review Board Landmark Comm. I Planning Comm.Zoning Administrator Fee Exempt: City Project I JElec-Vehicle Charger Landmark Seismic Retrofit Official Special Case:Bldg. royal Expedite Project(s): Child Care City Project Green Building Landmark ARordable Housing For Stall Use Only Building/Safety Permit Specialist City Planning Civil Engineering EPWM-Admin Transponation Mgmt. Rent Control THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY VINCI & ASSOCIATES Structural Engineers CLIENT: Professional Solar Products,Inc. 051 S.Rose Ave.,Oxnard,CA 93033 Tel:805-486.4700 Subject: Static load test results for the following: Mountin Sstem Maximum Frame Maximum Frame Load Equivalent Wind Speed g y Length'(In.) Width*(In.) (Ibs/ft2l (mph)** Rooffrac® 65(77**) 40 55 135(115**) TESTSEfUP(as shown in attached drawingdetalQ:Three modules,as specified above;were bolted to 136"x1.5"x1.5" Professional Solar Products(PSP)patented RoofTrace support rails using an assembly of 5/16"Stainless Steel(SS)bolts,SS lock washers and proprietary aluminum clamps and inserts.The Roofirac®support rail was attached to the PSP RoolTracs structural attachment device with a 3/8"SS nut and SS washer at six attachment points.The setup was attached to 2"x6" wooden rafters using 5/16"x 3-1/2"SS lag bolts.The attachment spans consisted of 48"front to rear with structural attachments spaced 48"on center. TEST PROCEDURE(as shown In attached drawing detalQ:The test set up was top loaded to 55 Ib/ft2.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded.The test setup was then inverted and loaded to simulate the uplift condition.The test set up was re-loaded to 55 Ib/ft2.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.469",with no permanent deformation. The maximum uplift deflection was recorded at 0.313",with no permanent deformation. This document certifies the Roofrrac®mounting system used with modules,.as specified above,withstand the stated static pressure load,equivalent to the stated wind speeds". The mounting system performed as expected. Sincerely, James R.Vinci,S.E. This engineering reportverlfes that Vinci&Associates has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci&Associates does not field check installations or verify that the mounting system is installed as described in this engineering report. Structural attachment: Lag.bolt attachment should be installed using the proper pilot hole for optimum strength.A 5/16-lag bolt requires a 3/16'pilot hole. It is the responsibility of the Installer to Insure a proper attachments made to the structural member of the roof. Failure to securely attach to the roof structure may result in damage to equipment,personal injury or property damage.The purposed racking system may be installed on any roof up to maximum of 24 foot above grade without further analysis. Racking can be installed at any location on the roof. Racking shall be installed Into a r of bar or blocking with a 5/16'diameter screw at each Fast-jack location. Screws shall have minimum of 2%penetration into framing member for zo nd minimum of 3"penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0"square at each comer mthe roof) This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installs o . IOC accredited laboratory tested structural attachments manufactured by Professional Solar Products (including Fastiack®,THeTrac6,and FoamJack*)can be interchanged with thissystem. Check with local building department or AHJ for site specific requirements. *Modules measuringwithin stated specifications endtestedto UL1703,or equivalent,are included inthis engineering. ��t' d4 ry� **Wind loading values relative to defined load values using wind load exposure and gust factor coefficient °exposure C"as defined in the 2012(IBC)/2013(CBC).For77'x40"module,equivalent wind speed No 1 iterated to 115 mph. P. 2/ 1 ***Module tested:64.6"x39.1"x1.8"(shrp) ****Est.snow load rating of 30 Ib/ft'based on 1.5 sefetyfactoc(20 lb/R'for 77"x 40"module) F \f 1337 E. Thousand Oaks Blvd, Ste 114 Thousand Oaks, CA 9 36 Page 1 of 3 T 4 I 48" _.I 40 48" e51. Module Area= 18 ftZ each ��mm ro 2,98416s/ Total module (45 Ibs ea.) 55 psf and rail (10lbs ea.)weight: 155 Ibs Number of attachments: 6 ea Weight/ attachment point: 26 Ibs R ER Area: 54 ft2 Distributed weight: 2.9 Ib/ft2 5/16"Stainless Top Load Deflection: A.469" Steel Hex bolt 5/16"Stainless Steel 12,984 55 psf/ / Lock Washer it t_:y L CO R LLq T Aluminum ProSolar Inter-Module Clamp Ll I Aluminum ProSolar Uplift Deflection: 0.313" Channel Nut Aluminum ProSolar RoofTrac®Support Rail 3/8"Stainless Steel Hex 1 Bolt and Flat Washer j } Aluminum ProSolar patented C yy4 J FastJack®Roof Attachment* 5/16" Stainless Steel Lag Bolt P 1 1/15 and Flat Washer * pV f A�� 'Lab tested structural attachments manufactured by Professional Solar Products Roof lrac® (including Fastlack®,TileTracm,and FoamJackm)can be interchanged with this system. Solar Modules Professional Solar Products Roofrrae Patent#6,360,491 Static load test Photovoltaic mounting system Page 2 of 3 RT_4 I Approx. 48" FastJack®2X bracket only to be used between two rows of modules to maintain approx. 48"upper to lower RoofrracO support rail spacing Approx. 48" r18 ule = FastJack®2X bracket 2 each Assembly side view Approx 20^max ''��II I� overhang 48^ 5/16"Stainless Steel Hex bolt and slit lock was Total module (45 Wee.) Aluminum ProSolar and rail (10 lb/ea.)weight : 310 Ibs Inter-Module Clamp Number of attachments: 9 ea Aluminum ProSolar Weight/attachment point: 35 Ibs Channel Nut Area: 108 ft2 Distributed weight: 2.9 Ib/ft2 OF1 Aluminum ProSolar I I Roofrrac-0 Support Rail I 3W Stainless Steel Hex Bolts and Flat Washers Aluminum ProSolar FastJack�2X Bracket I (only used between two rows of modules) - I C _ Aluminum ProSolar � 4 Patented 2 pc FastJack® Roof Attachment N t i 75 5/16"Stainless Steel Lag Bolt and Flat Washer c �F 'Lab tested structural attachments manufactured by Professional solar Products RoofTraco (including FastJack® TileTracs,and FoamJack®)can be interchanged with this system. Solar Modules **Check span suitability with AHJ as necessary Professional Solar Products RoatT2c° Paterrt#6,380,49f Static load test Photovoltaic mounting system Page 3 of 3 RT 4 " kta 'ie" & ASSOCIATES �lruclura/�irt9ineers O�� NHS STRUCTURAL CALCULATIONS � fie FOR *P�Q� �a\°Eao�aplS PHOTOVOLTAIC aGe�o�a�`pO�t\�o�1 ARRAY Stahl! Re cue c/ 27741 Blu s ay Menifee, 84 Q s No. 4 m p. 1 31 15 A 'h T 3T CLIENT: olar rvice Center JOB O 9-3457 1337 E. THOUSAND OAKS BLVD, STE 114 -THOUSAND OAKS, CA 91362 P 805.496.2100 , f 805.496.2442 • e vinci@VinciSE.com DATE: 5/14/2014 VINCI Sr. ASSOCIATES SHEET: PROJECT: Stahli Residence 61ruclural Cnq.'neers JOB NO.: 09-3457 27741 Bluff Vista Way 1337 E.THOUSAND OAKS BLVD,STE 114 •THOUSAND OAKS,CA 91362 ENGR.: JRV Menifee, CA 92584 p 805.496.2100 • f 805.496.2442 • eNnci@VinciSE.com CLIENT: Solar Service Center DESIGN DATA: ROOF DESIGN LOAD: ROOFING ( Concrete Tile ) = 12 psf SHEATHING = 2 ROOF RAFTERS/TRUSS = 2 MISCELLANEOUS = 1 ROOF RAFTERITRUSS DESIGN DEAD LOAD = 17.0 psf CEILING & INSULATION = 3.25 MISCELLANEOUS = 1.25 DESIGN DEAD LOAD = 21.5 psf DESIGN LIVE LOAD = 20 psf DESIGN SNOW LOAD = 0 psf WIND DESIGN CRITERIA: BASIC WIND SPEED = 110 mph WIND EXPOSURE = C NUMBER OF STORIES = 2 SOLAR MODULE Solar Module Width: = 39.05 in Solar Module Length: = 64.95 in Solar Module Dead Load = 2.9 psf Number of PV Modules = 12 Number of PV Mounts to Roof = 30 Solar Module Vertical Support Point Load: 7.0453 ft2(See sheet 1) x 2.90 psf = 20.4 Ibs TOTAL AREA OF ADDED SOLAR PANELS ( 3.20 Tt X 5.41 ff J X ( I G Modules ) _ i 4.4 f t2 I DATE: 5/14/2014 VINCI & ASSOCIATES SHEET: 2 PROJECT: Stahli Residence &rudww/ 8ngineerx JOB NO.: 09-3457 27741 Bluff Vista Way 1337 E.THOUSAND OAKS BLVD,STE 114 •THOUSAND OAKS,CA 91362 ENGR.: JRV Menifee, CA 92584 a 805.496.2100 i 805.496.2442 c.vinci@VinciSE.com CLIENT: Solar Service Center DESIGN CONNECTION TO ROOF TO RESIST WIND UPLIFT ne•aeott- REFER TO NEXT SHEET FOR Soler Panel UPLIFT FORCE CALCULATIONS 4 ZONE 2 UPLIFT = 42.2 psf -2.9 psf/ Cosane T& Net Uplift = 39.3 psf COIN 2.50 Connections per Module (MIN) .aa&vdklve 12 Modules, 30 Connections o�a�tp�e Therefore -Trib Area = 17.6 / 2.50�a noes. UPLIFT/CONN. = 7.0 ft2 x 39.3°a vir.rvwe..,,_ •�«w = 276.8 Ibs/cAn� ..,u VINCI Asioa PER 2012 NDS (TABLE 11.2A) FALLOW = 258 Ibs/in x COX C1 for(1) 5/16" lag bolt WITH 2.00" PENETRATION INTO JOIST PALLOW = 2.00 " x 413 Ib/in 825.6lbs > 277lbs Therefore O.K. FACTOR OF SAFETY: F.O.S. = 2.98 > 1.5 Therefore O.K. ZONE 3 UPLIFT = 63.2 psf 2.9 psf ZONE 1 UPLIFT = 25.3 psf -2.9 psf Net Uplift = 60.3 psf Net Uplift = 22.4 psf 2.50 Connections per Module (MIN) 2.50 Connections per Module (MIN) 12 Modules, 30 Connections 12 Modules, 30 Connections Therefore - Trib Area = 17.61 /2.50 Therefore - Trib Area = 17.6 /2.50 UPLIFT/CONN. = TO ft2 x 60.3 psf UPLIFT/ CONN. = 7.0 ft2 x 22.4 psf = 424.9 Ibs/conn = 158.1 Ibs/conn PER 2012 NDS (TABLE 11.2A) PER 2012 NDS (TABLE 11.2A) FALLOW = 258 Ibs/in x CD x Ct PALLOW = 258 Ibs/in x CD x Ct for(1) 5/16" lag bolt for(1) 5/16" lag bolt WITH 2.00" PENETRATION INTO JOIST WITH 2.00" PENETRATION INTO JOIST FALLOW - 2.00 " x 412.8 Win PALLOW _ 2.00 " x 413 lb/in 825.6lbs > 425lbs = 825.6lbs > 158lbs Therefore O.K. Therefore O.K. FACTOR OF SAFETY: FACTOR OF SAFETY: F.O.S. = 1.94 > 1.5 F.O.S. = 5.22 > 1.5 Therefore O.K. Therefore O.K. VIMCI i &OSOCIATNO ���;�; PROJECT: Stahl Residence PAGE: "• ""' CLIENT: 741: Idff VtsW Wy.M$nif@B..GE1B?5.84, DESIGN BY: ............. JOB NO.: DATE: REVIEW BY: ....o..l..,.... 1 ASCE 7-101 CBC 2013.......... INPUT DATA Exposure category(8,C or D) C Importance factor,pg 77,(0.87,1.0 or 1.15) 1 = 1.00 Category 11 Basic wind speed(IBC Tab 1609.3.1V,a) V = 110 mph Topographic factor(Sma.5.7.2,p926&45) K„ = 1 '1 Flat Building height to save ha = 19 ` ft Building height to ridge h, = 24 - n ��..- Building length L = 62.16174 ft B Building width B = 29.35871 It Effective area of components(or Solar Panel area) A = 17.61318 ftz DESIGN SUMMARY Max horizontal force normal to building length,L,face = 26.15 kips Max horizontal force normal to building length,B,face = 11.47 kips Max total horizontal torsional load = 193.32 ft-kips Max total upward force = 34.57 kips ANALYSIS Velocity pressure at,=0.00256 Kh K„Ka V21 = 24.01 psi where: qh=velocity pressure at mean roof height,h.(Eq.6-15,page 27) Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.63,Case 1,pg 79) = 0.91 Kd=wind directionality factor.(Tab.64,for building,page 80) = 0.85 h=mean roof height = 21.50 ft *60 ft,[Satisfactory] *Min(L,B),[Satisfactory] Design pressures for MWFRS p=qh[(G C,,)-(G Cp,)1 where: p=pressure In appropriate zone.(Eq.6-18,page 28). pnsn= 10 psf(Sec.6.1.4.1&6.1.4.2) G Cpr=product of gust effect factor and external pressure coefficient,see table below.(Fig.6-10,page 53&54) G Cpl=product of gust effect factor and internal pressure coefficient.(Fig.6-5,Enclosed Building,page 47) 0.18 or alle a=width of edge strips,Fig 6-10,note 9,page 54, MAX[MIN(0.18,0.11.,0.4h),MIN(0.04B,0.D4L),3] = 3.00 ft Net Pressures test),Basic Load Cases Net Pressures Ps ,Torsional Load Cases Roof angle = 18.81 Roof angle = 0.00 Roof angle it = 18.81 Surface Net Prassurs"" Nat Pressure wiN Surface GC Net Preasmewilh G Cpr (*GCpI) (-GCpI) GOpr (*GCPI) (-GCpI) pr (*GCpI) (-GCvI) 1 0.52 8.16 16.80 0.40 5.28 13.93 1T 0.52 2.04 4.20 2 -0.69 -20.89 -12.25 -0.69 -20.89 -12.25 2T -0.69 -5.22 -3.06 3 -0.47 -15.64 -6.99 -0.37 -13.21 4.50 3T -0.47 -3'1 -1.75 4 -0.42 .14.38 -5.74 -0.29 -11.29 .2.64 4T -0.42 -3.60 -1.43 1 E 0.78 14.53 23.17 0.61 10.33 18.97 Roof angle e = 0.00 2E -1.07 -30.02 -21.37 -1.07 -30.02 -21.37 Surface au NerPresrewith 3E -0.68 -20.59 -11.94 -0.53 -17.05 -8.40 GCnr (+GCpI) (-GCpI) 4E -0.62 -19.29 -10.65 -0.43 -14.65 -6.00 1T 0.40 1.32 3.48 5 -0.45 -15.13 -6A8 -0.45 -15.13 -6.48 2T -0.69 -5.22 -3.06 6 -0.45 -15.13 -6.48 -0.45 -15.13 -6.48 3T -0.37 -3.30 -1.14 4T -0.29 -2.82 -0.66 flr�EX5Fti a_CE EeXNEfl Raf®Wp Npr IE I P56�E-flYE�XCf p� I fa � �P5[H�[E CdM FR �r '�IwE w aI sI r I�a5r.1_F�1 E1LEz 1 firKfl 1 If 4E 11 E COPMP T srr MCDO, assx sj'sc.H �zrI rE � s Il ssrca.' Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases Basic Load Cases In Transverse Direction Basic Load Cases in Lon itudinet Direction Surface Area Pressure k with Arm Pressure k wkh ((P) (+GCPi) (-GCai) Sudam (a') (+GCPi) ('GCPQ 1 1067 8.70 17.93 1 511 2.70 7.12 �n^ 2 871 -18.19 -10.67 2 767 -16.02 -9.39 3 871 -13.62 6.09 3 767 -10.13 3.50 4 1067 -15.35 6.12 4 511 -5.77 -1.35p' 1E 114 1.66 2.64 1E 120 1.24 2.28 2E 93 -2.79 -1.99 2E 197 -5.91 -4.21 3E 93 -1.92 -1.11 3E 197 -3.36 -1.66 4E 114 -2.20 -1.21 4E 120 -1.76 -0.72 E Horiz. 26.15 26.15 Y Hartz' 11.47 11.47 Vert. 34.57 -18.80 Vert. 33.53 -17.76 Mn.wind HPriz. 14.92 14.92 Mi..wind Horiz. 6.31 6.31 Sec 8.1.4.1 Vert. -18.25 -1825 sec sa.a.t Vert. -18.25 -18.25 Torsional Load Cases in Transverse Direction Torsional Load Cases In Longitudinal Direction �bea'Pa Area Pressure k wRh Tusim -k Arm Pressure k wM I Torsion(ft-k) tlUOa Surface ((I') (+GCPi) (-GCPi) (+GCPi) (-GCPi) surface (ns) (+GCP1) (-GCP1) (+GCPi) (-GCni) i050�t�e (15 1 477 3.89 8.01 55 112 1 195 1.03 2.72 4 12 CdQ\a 2 389 -8.13 -4.76 -37 -22 2 570 -11.91 6.98 60 35 .aPP�g� 3 389 6.08 -2.72 28 12 3 570 -7.53 -2,60 -38 -13 4 477 6.85 -2.73 96 38 4 195 -2.21 -0.52 9 2 1 E 114 1.66 2.64 47 74 1 E 120 1.24 2.28 14 26 2E 93 -2.79 -1.99 -25 -18 2E 197 5.91 4.21 30 21 3E 93 -1.92 -1.11 17 10 3E 197 -3.36 -1.66 -17 6 4E 114 -2.20 -1.21 62 34 4E 120 -1.76 -0.72 20 8 1T 591 1.20 2.48 -19 -39 IT 316 0.42 1.10 -3 -8 2T 482 -2.52 -1.48 13 7 2T 767 4.D1 -2.35 40 -24 3T 482 -1.88 -0.84 -9 4 3T 767 -2.53 -0.87 25 9 4T 591 -2.12 -0.85 -33 -13 4T 316 -0.89 -0.21 6 -1 Total Horiz.Torsional Load,Mr 193 193 Total Horiz Torsional Load,Mr 59.4 59.4 Design Pressures for components and cladding sr 2--2 ys srxyg;rzys P m QnI(G Ca)'(G CPi)) where: p=pressure on component.(Eq.6-22,pg 28) �"•• s s 1P^•' s s _ s s Pmin= 10.00 pat(Sec.6.1.4.2,pg 21) G CP=external pressure coefficient. Walls s'-'z--S� s�z�55 i4s see table below.(Fig.6-11,page 55-58) Roof ... Roof a++• Effective Zom1 Zone Zoos Zom4 Zones Area(n°) GCP -GC. GCP •GCP GCP -GCP GC. C. -GCP Corn . 117.613181 0.45 I -0.88 1 0.45 1 -1.58 1 D.45 1 -2.45 0.96 -1.06 0.96 -1.31 Comp.aCladding Zcne1 Zone Zone Zom4 2om5 Presenre PwXNa ee PwaM the P.selw N. P®MM Hw P®nlw z. (raft 15.15 -25.34 15.15 42.19 15.15 -53.21 2728 -29.69 27.29 -35.86 Note: lithe effective area Is root Solar Panel area,the onlyzone 1,2.or 3 apply. DATE: 5/14/2014 VINCI & ASSOCIATES SHEET: 5 PROJECr: Stahli Residence 61niclard 6jzgn ers JOB NO.: 09-3457 27741 Bluff Vista Way 1337 E.THOUSAND OAKS BLVD,STE 114 •THOUSAND OAKS,CA 91362 ENGR.: JRV Menifee,CA 92584 p 805.496.2100 • f 805.496.2442 ev1m1@VIndSE.mm CLIENT: Solar Service Center LATERAL FORCES: (Base Shear Calculations - 2013 CBC) SEISMIC: Site Class: D (Use D if unknown) S1= 0.600 (USGS Software) Ss= 1.50 (USGS Software) F = 1.5 (Table 1613.5.3-2) Fa= 1.0 (Table 1613.5.3-1) I = 1.0 (Table 11.5-1 ASCE 7-10) R = 6.5 (Table 12.2-1 ASCE 7-10) SMs= Fa*Ss= 1.5 (Eq. 16-37) SOB= 2/3*SMS= 1.00 (Eq. 16-39) SM1= F,*Si= 0.9 (Eq. 16-38) Sol = 2/3*SM1 = 0.60 (Eq. 16-40) TL= 8 s (Figure 22-16 ASCE 7-10) T= Ct*(hn)K = 0.182 s (Eq. 12.8-7) Ct= 0.02 (Table 12.8-2 ASCE 7-10) hn= 19.0 ft x= 0.75 (Table 12.8-2 ASCE 7-10) **GOVERNS** VMiN = ( SDS)/( R/1) = 0.15 W (Eq. 12.8-2 ASCE 7-10) NEED NOT EXCEED: IF T _<TL USE: V = (SDI)/T*( R/I) = 0.51 W (Eq. 12.8-3 ASCE 7-10) IF T>TL USE: V = ( SD1)*(TL)/T2*( R/1) = 22.29 W (Eq. 12.8-4 ASCE 7-10) SHALL NOT BE LESS THAN: V = 0.01 W (Eq. 12.8-5 ASCE 7-10) Design Maps Summary Report Page I of 1 MUM; Design Maps Summary Report User-Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.69790N, 117.154020W Site Soil Classification Site Class D - "Stiff Soil" c Risk Category I/II/III 0 �` �I�� � 2mi l�5000m ® Homeland OHerr 512�e of 6ki tt m�5tbeke�t o� 0Werm Spring• 4 0WincMater enifee Elsinore o Canyon Lake OR`T H Lakeland �M E R I C A o Illage T O ©�rT°�O 020141�• ®14ipQaest USGS-Provided Output Ss = 1.500 g S„s = 1.500 g Se: = 1.000 g Sr = 0.600 g S„, = 0.900 g So, = 0.600 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. 1.65 MCEe Response Spectrum Design Response Spectrum 1.50 1.10 1,35 0.55 1.20 O.ae 1.05 a'11 .a. 0.50 V 0.66 N 0.05 N 0.55 0.60 0,µ 0.l5 0.33 0.30 0.22 0.15 0.11 0.oc k 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.60 2.00 0.00 0.20 0./0 0.60 0.60 1.00 1.20 1.40 1.60 1.80 2.00 Period,T(sec) Period.T(sec) Although this information is a product of the U.S. Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein. This tool is not a substitute for technl al subject-matter knowledge. http://ehp3-earthquake.wr.usgs.gov/designlnaps/us/suminary.php?temp I ate=minimal&latit... 5/14/2014 DATE: 5/14/2014 VINCI & ASSOCIATES SHEET: 7 PROJECT: Stahl) Residence 31ruc&ral Cngine rs JOB NO.: 09-3457 27741 Bluff Vista Way 1337 E.THOUSAND OAKS BLVD,STE 114 •THOUSAND OAKS,CA 91362 ENGR.: JRV Menifee, CA 92584 p805.496.2100 • f805.496.2442 • Bvinci@VIncISE.c0m CLIENT: Solar Service Center LATERAL FORCES 2013 CBC: TWO STORY STRUCTURE F1 h,= 5.0ft SEISMIC BASE SHEAR: V= 0.154 W (SEE PREVIOUS) F2 1-h2= 9.0 ft h2= 10.0 ft F1': ROOF = 22 PSF FT: FLOOR= 15 PSF WALLS = 7 TRIB 2NO FLR WALLS = 7 28.5 TRIB 1ST FLR WALLS= 7 x 0.154 29 4.38 PSF x 0.154 4.46 PSF F1 = F2 (F1' x h1) = 5.76 psf (F1' xh1)+ (FT xh2) F2 = F1' + F2' = 8.85 psf WIND LOADS: Governs PIS= A kzt IwPs3o (Eq. 6-1) A = 1.21 ps36A= 11.50 psf pSA 13.94 psf Iw= 1.00 PS30B= -5.90 psf PISS -7.15 psf kit= 1.00 PS30C= 7.60 psf psc 9.21 psf Ps3OD= -3.50 psf PSD -4.24 psf TOTAL F1: _ ( 5 ft+ 9 ft/2 )x (13.938 psf+7.1508 psf = 200.3436 plf >> 200 plf F2: _ (9 ft/2 + 10 ft 12 )x(13.938 psf+7.1508 = 200.3436 plf >> 401 pif DATE: 5/14/2014 VINCI & ASSOCIATES SHEET: 8 PROJECT: Stahli Residence &Tuchira/ f%agiaeers JOB NO.: 09-3457 27741 Bluff Vista Way 1337 E.THOUSAND OAKS BLVD,STE 114 •THOUSAND OAKS,CA 91362 ENGR.: JRV Menifee, CA 92584 p805.496.2100 • f605.496.2442 • evinci@VinciSE.com CLIENT: Solar Service Center CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD L a a 0 0 0 o � TOTAL ROOF AREA: ( 62.2ft x 29.4ft ) + ( 48.4ft x 9.8ft ) + ( 42.6 ft x 9.7 ft ) + ( 24.6 ft x 4.9 ft ) = 2834.8511 ft2 EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR) 2834.85 ft2 x 5.76 psf = 16331.3 Ibs AREA OF ADDED SOLAR PANELS ( 5.41 ft x 3.25 ft ) X ( 12 PANELS ) = 211.4 ft2 WEIGHT OF PANELS: 2.9 psf ADDED SEISMIC LOAD: 2.9 psf x 211.4 ft2 x 0.15 = 94.3 Ibs % INCREASE = 94.3 = 0.6% < 5% 16331.30726 Therefore O.K. - - 9 COMPANY PROJECT V INCIIIASSOCIATES WoodWorks May14, Engineers V ciSE.cam May 14,207418:19 igAa.�pe rppepyr� Cheri Top Chard of Existing Refer Design Check Calculation Sheet Woodworks Sizer IU.1 Loads:_ Load Type Distribution Pat- Location Ift) Magnitude Unit tern Start end Start and Roof DL Dead Full Area No 17.00 124.0i' of Hoof LL Roof constr. Full Area Yes 20.00 12C W psi PV1 Dead Point No 1.50 20 lba PV2 Dead Point No 5.50 20 lb. PV3 Dead Point No 7.00 20 It. PV4 Dead Point No 11.00 20 lbs Self-wei ht Dead Full UUL No 1.2 if •Trlbotary Mldth tin) Maximum Reactions(lbs)and Bearing Lengths(in): 0. 2' FAA' 14'41.W Unfactored: Dead 216 326 104 Met Live 207 309 lie Factored: Total 423 635 222 Hearing: Length 0.50' 0.54 0.so• Min eeg'd 0.36•• 0.54*• 0.21 'I,inlmVmD 0 IM settinguse t/2'for daU MS and t/2p for Interior SU Mt6 Minimum bearing length govemed Brute required Width of me supporting member. LumberaolL D.Fir-L,No.2,2x4(1.11ri,3412") Supports:All-Tlmbersoft Beam,D.Rr4.No.2 Roofjdst spaced e124V c/C;Total length:16'-2.1%Slope:23.0 deg; Lateral support:top=full.bogom=at supports;RepeWiPs facto:applied where permitted War to online help); Analysis vs.Allowable Stress(psi)and Deflection(in)using Nos 2012: Criterion Analysis Value Design Value 7..60 Shear fv - 80 N' = 225 6 eendinglH fb - 1129 Fb' - 1941 8 Bending(-) fb = 1605 Fb' = 1836 T Deflection: interior Dead 0.10 = L/854 Live 0.15 = L/536 0.35 = L/2405 Total 0.25 + L/329 0.46 - L/1805 Cantil. Dead -0.02 = IL/999 Live -0.15 = L/169 0.22 = L/1201 Total -0.18 L/140 0.29 - L/9060 Design Notes: 1.WoodW arks analysis and design are in accordance with the ICC International Building Code(IBC 2012).the National Design Specification(NOS 2012),and NOS Design Supplement 2.Please verify that the default degedlon limits are appmphate for your application. 3.Continuous or CanfilmanOd Beams:NOS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of canglewn and other spans. 4.Sawn lumber Bending members shall be laterally supported according to the proMslons of NOS clause 4A.1. 5.SLOPED BEAMS:level bearing is required fo all sloped beams. 6.FIRE RATING:Joists,wall studs,and multi-ply members are not rated for fire endurance. T.The critical defection value has been determined using minimum back-span detiecilm.Cantilever deflections do not govem design. M A New Photovoltaic System For Ot W N Marie Stahli Residences � pN eZ,o LJ n Index: Q N� v LA wl - ,SAFE Build' s r `avG � inLV iagram QA� ���WPtittg P�P� G'C @ I V Contractor ,\ 004 Tiletrac Conne \\ �. QQJV \t l 005\AIDOding nalysis �pe8pe181 Old 1 VI4W eStiUeaio deb\State \\Cole B. Williams ^` ` 06 System Watt Ratings OOt\jto 0 -,0e mUSs\1ek • �� � lo��s�oos VedP\ao5 3.0 KW-DC 007 Pa:XtJeftpL.:ro:,� Q \appl0 1� o♦D System Size ` 1 _,mrau- .�1 #npa' I`l �rt�ICl�pecificaLikpJjSli2et v � U�\�p0l t C>paO Oml; -kt }tcations Sheet = 01VNIO-111 Specifications Sheet I q - tb ws+ - -Y.� - - - - - - - .�. Oil Photovoltaic Signage Diagram U-) ' v, U 012 Tile Trac Specifications Sheet :� eE Vicinity Map 4-J N U 013 Structural Engineer Report to v General Notes: a Q 1. All electrical work shall be in accordance with the 2013 CEC and 2011 National 16. NEC Art 690.17 each ac disconnect shall also be labeled with:"Warning- 28. Per section R314 and R315 of CRC 2013,it is required that U Electric Code(NEC),local municipal code,and local fire district regulations. � •� �, , Electrical Shock Hazard-Do Not Touch Terminals.Terminals on both line and smoke alarm and carbon monoxide detectors are retrofitted in 4--1 2. All equipment shall be listed and labeled per recognized electrical testing laboratory VJ U .yt and installed per the listing requirements and the manufacture's instructions. load side may be energized in the open position'.Label shall be 1"x4"minimum to the existing dwelling for a permit with repairs or additions 3. All inserters shall be UL98 standard and UL1741 listed compliant and shall be with UV resistant white letters on red background. exceeding$1000. inspected by local utility before commissioning,testing,and operation of the system. 17. DC disconnect at the inverter will be readily accessible after the installation is 29. Working clearances around the existing electrical equipment as U 4. All outdoor equipment shall be minimum NEMA 3R,including outdoor mounted complete per 2013 CEC Art690.14 where terminals of the disconnecting well as the new electrical equipment will be maintained in transition boxes,.combiner boxes,and switdhes, menu maybe energized in the open position.Provide a warning sign of the accordance with CEC110.26 7 5. All equipment shall be properly grounded per the requirements of NEC Art.250,690. hazards per 2013 CEC Art.690.17 30. Adequate spacing must be maintained between any plumbing sewer O 6. NEC Art.690.9(a).all circuits connected to more that one source shall have 18. Contractor to provide ground fault protection for roof mounted photovoltaic vents extending through the roof and the underside of the overcurrent devices located so as to provide overcurrent protection from all sources. arrays located on dwellings per 2013 CEC Art.690.45 photovoltaic panels(6"min recommended). 0 7. NEC Art.690.18 due to the fact that PV modules are energized whenever they are 19. Where more than one nominal voltage systems exists,the different systems shall 4--1 t` A exposed to light,PV contractor shall disable the array during installation and service be identified by phase and system per 2013 CEC Art 690.15. Contact Information: (J tV by short circuiting,open circuiting,or covering the array with an opaque covering. 20. Provide an accessible disconnect device that is lockable in open position and is 8. Photovoltaic system Shall be backfeed the distribution system on site per the located within 5,0"of die meter per local electrical utility regulations. Homeowner: Marie Stahli-27741 Bluff Vista Wy. requirements of NEC Art 690.64(b).All backfeed breakers shall be identified as such 21. Photovoltaic source currents must be rated at both 125%of the parallel module Menifee,Ca.92584-Te1808-489-3288 and shall be secured in place by an additional fastener per the requirements of NEC and at a continuous load of another 125%for a total of 156%of the load. Designer/Contractor: Cale B Williams-72227 Adelaid St. 408.16(f)(408.36(0 in 2011 NEC. 22. Provide permanent plaque or directory providing the location of the service Thousand Palms,CA.92276-Tc1760.391.7270 9. Fall arrest protection per OSHA requirements shall be provided for all roof work. disconnecting means and the photovoltaic system disconnect means if they are Engineer: James R.Vinci-1337 E.Thousand Oaks Blvd. 10. All conductors and terminations shall be rated for 90`C minimum. not in the same location per 2011 NEC Art690.56.CEC 705.10 Legal Description: it. NEC Art.690.56(b)a placard shall be provided on the exterior and the interior of the 23. Installation of PV panel arrays should resist sliding and pop-up resulting from Ste 114,Thousand Oaks,Ca.91362. APN s 340431-005.2 utility main service disconnect location with the following text:"Caution Solar Tel 805.496.2100 seismic events and should comply with CBC section 1613A and ASCE LOT#61 Photovoltaic(PV)System Installed.when power disconnected,solar PV modules and standard 7,05 chapter 13. TRACT u 30938 wiring in conduit to inverter may remain energized during daylight hours. 24. It is recommended to install the PV array such that general shading of the PV Approvals Date photovoltaic system disconnects are located in the PV equipment room. modules between 9:OOam-3:OOpm 12. NEC Art.690.14 each DC disconnect shall be labeled with:"Solar Photovoltaic awn: L Martinez OSA6l4 Power System Emergency DC Disconnect".Label shall be Vx4"minimum with UV solar time is minimized and localized shading due to pluming or air vents is Occupancy Group: R3&U Signature minimized. resistant white letters on red background. h eked:L.Figueroa 05,06,14 13. Back-fed breaker shall be at the bottom of the panel or at the end of the circuit.if this 25. Drawings in general are diagrammatic and indicate general arrangement of the is not possible to install the breaker without changing something,calculation for the equipment and work Included. Construction Type: VB Signature panel shall drop from 120%to 100%. 26. The intension of the drawings is to indicate size,capacity,approximate location Project No. 14. No attachment shall be made within 6"of any toss plate. Project Shall Comply With: and general relationship,but not exact detail or physical placement. 14-3 7 2 15. Permanent labels shall be provided,no sharpie[narking will be allowed within any 27. Field verify exact AC rating required of the main switchboard service panel(s):' from local utility company. 2013 CBC,2013 CMC,2013 CPC, 2013 CEC, 2013 CRC Sheet No. 2011 Title 24 Energy Standards, 2011 NEC 000 N >` :) a IJ n c pR a Bluff Vista WY C psi.oZ b V LAG ^� �'FW Driveway I I I I I ontrac` t I L -- -1 Coes Revisions Date Revision#1 Revision#2 Existing 200amp Electrical Panel New Utility Lockable AC Disconnect I I O adjacent to the Main Electrical Panel 12[e]Enphase Microinverters 00 M215.60.2LL822/S23 � (� o O I y �` UP. 2/ 11 ?-1 7:a v —36 ,N/ v qp A� Cd W 0 CPO a g a"I O - 4-14 td � 3' STR C RAL ONLY 3 j O I VINCI SSOCIATES C' a� w tv al�inyinee�s � Cd � 0 1337 E THOUSAND OA SURE 114-THOUSAND OAKS,CA 91362 location for solar electric array 12 Trinasolar I D I F-805.496.2101 h 8 5.496.2442 e-NnciwlnciSE.com O N TSM-250PA05 250-Watt solar panels are shown. o 8 Panels face azimuth 270° 4 Panels face azimuth 180° Tilt 23° Legal Description: APN#34043la5.2 3.0 KWDC System Rating(2.6 KWAQ I LOT#61 TRACT#30938 Roof is a two story roof with a sloped concrete tile Approvals Date surface roof mounting racks for solar modules are D wn: 1.Martinez 1 05A544 professional solar products"roof trac"see attached I I Signature sheets for mounting rack engineering details. I Che ked:L.Figueroa 0505.14 Signattre Scale: Project No. 14-3 72 — -- I SheetNo. Property Line J 001 4C:: 3,000 Watt DC (2,621 Watt AC) 12[e] Enphase Microinverter condurrorAinp TempCorrection Factor Conduit Fill Deratin Adiusted conduit Location Wire and Conduit Schedule Amps Mukiplter Req. Wire Wire Rating er NEC er NEC table 310.16an. Factor er NEC table Concluctor Conduie 10 Solar Electric Array M215-60-2LL-S22/S23 Amps Gauge Tyne Table 310.16 310.15 B 2 A Ratin. 'il a Sze 12 Trina Solar Modules Grid-Tie Inverter ] Module to Microinverter-0.9x1a 09 125 Ll3 Enphase 30AMP 0.87 N/A 26.1 AMP N/A N/A 250-Watt Modules Microinverter to -Box=0.9xl2= 10.8 1.25 13.5 Engage Wire 30AMP 0.87 N/A 26A AMP N/A N/A(1 ea. Per Module) 1 ModelNo.TSM-250PA05 Iri ut: 16to36V J-BoxtoPerf.Meter 10.8 125 5 NO.IOTHWNd 40AMP 0.58 0.80 2gAMP EMT 3/4pIndividual Module Ratiri • Out ut: 215 Watts Max AC Meter to AC Disconnect 10.8 125 13.5 NO.10 THWN-2 40 A.MP 0.87 N/A 3 .8 MP EMT 3/4gp o AC Disconnect to Main Panel 10.8 1�5 13.5 NO.10 THWN-2 40AMP 0.87 N/A ; .8 A, EMT 3/4 � Ptc=227.5 Watts Output Efficiency: 96.0/o G.E.C.1#6 THWN-2 GRD � 3 Voc=37.6 VDC 240 VAC, 0.9 Amps max IM � Isc=8.85 Amps integrated GFCI and e DC/AC disconnects Table A:Maximum Allowable Ampacity of conductors Installed in a circular raceway, exposed to sunlight,on or above rooftops Number of current eni ee Solar PV StandardanContractor: carrying conductors Height above Highest ambient temp.35°C to 40`C rooftop n in a raceway rooftop AWG 10 AWG 8 AWG 6 AWG 4 AWG 120/n o Rule: Cole B. Williams 4 to 6 Conductors Above 0.5 17 23 32 44 55 200 Amp Electrical.Service X 120%= Revisions Date to 3.5" Revision#l 240 Amp-200 Amp Main Breaker- Revision#2 Main breaker located 40A>15A-2p Breaker O.K Method of Connection at the opposite END of buss Backfed Breaker O Typical Module Connection °O 200A Main bar (12 modules total) Weeb 30 Amp, 250 VAC 2o0tASMain ) U Grounding Solar Performance Utility Lockable Breaker Cd cE Washer Meter Knife Blade Type I ;., ( U 120/240 Meter Fused (AC)Disconnect Enphase (NEM 6.3 and NEC 690.17) Engage Wire Junction Box I O 3#10THWN-2 Q N Q 3#IOTHWN-2 3#IOTHWN-2 15A 2 P Terminator Cap installed on w _ 1#6AWGGRD I ___________ ------------ end R.i,r��S�r,Soo ..(} t#6AWGGRD I Cd a y x 15A 2-P I Existing U U 4_+ I Main Load 7 Center 0� U C.B.To be located at opposite end of bussbar Utility Grid 120/240 Input LQ from existing main breaker and warning label Irreversible > (n Cd Crimp Connection Utility provided per NEC 690.64(B)(7) to exisin g Bidirectional t� G.E.0 Meter wtt N Existing = riftQ{'y1 EIeCtT1Ca1 Notes: SVC Ground cm of IV tLG�,nvoy c%MCot K�WaY Neutral 1. See Photovoltaic Signage Diagram for verbiage and signage locations. viLDI �tlet Cable D trip n: 2. All electrical work to be done in accordance with latest edition of the California Electrical Code. PLAY APP� adha on #34 3 A05d 3. All electrical conductors exposed to the sun shall be approved for exposure. to sunlight (NEC 300.6C1, 310.8D) # T 4. All electrical utilization equipment on DC side of system shall be listed for use in DC circuits. ED 51 TRACT#a30938 Date REVIEW 5. All conduit will be external, attic space will not be altered in any way. 1t or .runez 05A5-14 6. All photovoltaic system conductors of the roof will be 90'C rated. `APProya,oithosePtanssotanvp ernt eCOnstrued to be rC1ty Signature p y rovisions of the fed or os os-14 7. Notify Serving utility before activation Of PV System. approval 0%BAI 0161nati013�10 %s set 0i approved pia Signature 8. When a backfed breaker is the method of utility interconnection, breaker shall not read "Line and Load". reVJgions31) o6oC. Pro,e No. NTS 9. Continuous grounding method through Prosolar railing .obslteuntil comp Sheet No. 14-372 10. Project shall comply with 2013 CBC, CMC, CPC, CRC, 2011 NEC, and 2013 CEC. 002 L. ` G " No.2/ 11 5 Contractor: 8 16.5 8 0 - 4-14 ole B. Williams STR RAL ONLY evislons Date V I N C I SSOCIATES Revision#1 Revtsion#2 lu al�in9ineers Professional Tiletrac _ _ 1337E.THOUSANDOAK3 SURE114-THOUSAND OAKS.CA91362 stanchion, attached to P-805.496.2190 f 805.496.2442 a-Vial®YacISE.aaa O trusses using 161 x 3 0 lag screw — _ — — — z y N tti U Professional solar `n U products aluminum support rails, attached — r to Tiletrac stanchion 14-„ , - - - - - - - - - - - 48.0 o � 18 Truss @ 24" O.0 - - - - - - - - - I I o ti I I I I I 0 N — — — — — — — — — — — — — — I I I I I-ci — — — — — — — — — I I Legal Description: APN#340431-W5.2 — — — I I LOT#61 TRACT#30938 - - - - - - - - - - - I I I I I Approvals I Date D wn: L Martinez 05-06.14 Signature — — — — — — — — — — — — — — Checked:L.Figueroa 05.06.14 Signature Stale: 1n=200 — — — — Project No. 14-3 7L^ Sheet No. 003 L J a Note: Roof drainage shall not be obstructed by c "s panels/supports. A minimum of 4 inch clearance between roof �""z O 8 �BI 'Z� and panels. , A a� t 1 � a 8 5/16" SS BOLT ®� Con ac Cole B.Williams Solar Panel Revisions Date Revision#I Revision#2 Channel Nut Extruded Aluminum Support Rail O00 Cd Polyurethane roofing 3/8" SS All•Thread N U sealant at hole in the 3 Q N U ConcreEn te Tile U W -J "Tiletrac' Stanchio Mastic roofings p 4 under Tile t c U U CIO 7 4-j U Plywood p �4 0 N W No S441 N Roofing pape K p- 12/3 /1 o cA�� ` Legal Descriptron: 5/16"x 3" SS Lag Screw 14-14 APN#340431-005.2 ST UC URAL ONLY LOT tt61 fShheetNo. 30938 otd V 1 N C 1 8 ASSOCIATES S O C 1 A T E S1, Date rtine: 05-06-14 o d ! cl ramnyineers Signature O f $ 133t E.THOUSAND ,SURE 114-THOUSAND OAKS,CA 81052igueroa 05-06.14 a-805.4962100 M480.2442 a-WdQMmSE.comsignature TS 14-372 00 WEIGHT LOADING ANALYSIS Solar Electric Installation For Marie Stahli Residence, 27741 Bluff Vista Wy.Menifee,Ca.92584 Contractor:Solar Service Center May 6,2014 Roof Information Roof is a two story roof with a sloped concrete tile surface and standard wood framing Wood trusses twenty four inches on center Solar panel stantions on sloped area are spaced 4'on center. Analysis of dead load weight added to roof by installation of solar array Trinasolar 250,W Solar module weight 43 pounds No.of solar modules 12 Total weight of modules 516 pounds Weight of each Professional Solar Products"Roof Trac"rack set 18 pounds No.of rack sets 3.0 Total weight of rack sets 54 pounds Total weight of solar array 570 pounds Height of each module 5.4 feet Width of each module 3.3 feet Area of one module 17.5 square feet Area of entire solar array 209.7 square feet Weight of solar array per unit area of roof U pounds/square foot No.of stantions connected to rafters with lag screwsWeight loading per stantion pounds/connection See attached sheets for engineering information on the Professioal Solar Products"Roof-Trac"racks. 5/13/2014 005-WEIGHT LOAD-STAHLI-MENIFEE \ \ \ \ � a & } \ \ ) \ / / t r w ) ~ ~ \ ) t ) ) e6 all \ \ } \ jLL \ ( \ \ ~ \ LLI — / ( ) } { ) ( [ / [ } ® ! § ) \ m \ co ) ) 0 § \ \ \ \ Mono Multi Solutions TSM = PC05 I TSM = PA05 THE UNIVERSAL SOLUTION I� iI 15.3�0 MAX EFFICIENCY 250 r' � Module can bear snow loads up to 5400Pa and MAX POWER OUTPUT wind loads up to 240OPo 10 YEAR Guaranteed power output PRODUCT WARRANTY 3% 0_+3% 25 YEAR LINEAR POWER WARRANTY O High performance under low light conditions Cloudy days, mornings and evenings Founded in 1994 Irma Solar is one of the werld's leading PV companies.Since its IPO on the NYSE in 2006,Trina Solar has developed a vertically integrated business Manufactured according to International Quality made),cells and sot r padadinn oth gas, and Environment Management System Standards wafers,cells and solar panels in both ISO mono and multicryslalline technologies.Its IS09001, 1$014001 manufacturing capacity for solar panels will be 24GW by the end of 2012,making it one of the largest solar manufacturers In the world.Trines Solar's extensive portfolio includes panels for all kinds of aellations- residenfiaLotlay,nffgrld.BlPvos well as �� Approved original MC4 Photovoltaic connector innovative system solutions. Used with highest reliability With 20 branch offices around the world, Trina Solar is serving leading installers, distributors,utilities and developers in all major PV markets.Trina Solar is committed to driving down the cost at solar and making it more affordable for all. LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year Linear Power Warranty Trina Solar Limited -- www.irinasolor.com `100% vAdditional value"ama vaa warrant Trmasolar 6 80% y The power behind the panel Years 5 10 15 20 25 ■ Indust,,andard ■ Trina Solar ' TSM-PC05 / TSM-PA05 THE UNIVERSAL SOLUTION DIMENSIONS OF PV MODULE TSM-PC/PA05 EL ECTRI C AL DATA@STC TSM-235 TSM-240 TSM-245 TSM-250 ''. PC/PADS PC/PADS PC/PADS PC/PA05 941mm Peak Power Watts-PmAx VIP) 235 240 1 245 250 Power Output Tolerance-Peex(%) 0/-3 01 of 0/+3 urIn�l m Maximum Power Voltage-V„P(V) 29.3 29.7 30.2 30.3 'r Z, Maximum Power Cdrrent-Ime(A) 8.03 8.10 8.13 8.27 4091 o Open Circuit Voltage VonIV) 37.2 37.3 37.5 37.6 Short Circuit Current-Isc(A) 8.55 8.62 8.68 8.85 - Module Efficiency n,-.(% 14.4 14.7 1 15.0 15.3 E Values at Standard Test Conditions STC(Air Mass AMI.5.Irradiance 1000W/m2.Cell Temperature 25°C). E e Power masurement tolerance:±3% 3 3 ELECTRICAL DATA@ NOCT TSM-235 TSM-240 TSM-245 TSM-250 PC/PA05 PC/PADS PC/PADS PC/PA05 Maximum POWeFPm.M(Wp) 171 174 178 181 Maximum Power VOltogi(V) 26.4 26.6 26.8 27.0 A Maximum Power Curren46erP(A) 6.48 6.55 6.64 6.70 Open Circuit Voltage(V)-V.,(VI 34.0 34.1 34.2 34.3 Short Circuit Current(A)-Isc(A) 6.97 7.04 7.10 7.25 812mm 180 NOCT:Irradiance at B00W/mr,,Ambient Temperature 201 Wind Speed lm/s. Power measurement tolerance:e3% Back View MECHANICAL DATA Solarcelis Multicrystalline 156<156mm cinches) E Cell orientation 60 cells(6•10) v 'm7� Module dimensions 1650•992-40mm(64.95•39.05-1.57 inches) �u� Weight 19.5kg(43.0to) 35mm A-p Glass High transparency solar glass 3.2mm 0.13 inches) From. Anodized aluminium 0110y J-Box IF 65 rated I-V CURVES OF PV MODULE TSM-245 PC/PADS Cables Photovoltaic Technology cable 4.0mm°(0.006 inches'), 111- - 1000mm(39.4 inches) 9---1000AW Connector MC4 M,yl,c°nun . ^B,n 8001 n�vuww Q Bm an n s- U 4- Otmie TEMPERATURE RATINGS MAXIMUM RATINGS 45°C('±2°CI Operational Temperature 40-t85°C 2- 2"In' Nominal Operating Cell 1- Temperature(NOCT) I Maximum System 1000V DCQECl/ 0.- Temperature Coefficient of PeA, -0.43%/°C Voltage 600V DC(UL) O- to.- 20- 30- 40a Vdtage(VI Temperature Coefficient of Voc 0.32%/°C Max Series Fuse Rating 15A Temperature Coefficient of Isc 0.047%/°C - Average efficiency reduction of 4.5%at 200W/m° according to EN 60904-1. WARRANTY 10 year workmanship warranty 25 year linear performance warranty I Refuse refer to product warranty for demml CERTIFICATION ^ �I - a seus PACKAGING CONFIGURATION § L� �, sYm� P Modules per box:24 pcs w p r� Modules per 40'container:672 pcs ®1 RY ICE CQtlf Pit CYCLE BL V TrmasolarCAUTION: pp2O na Soler umJed All IBM enetrvOeoNSpec fcaNS tbnBEn Wdetl n hiE USING e da PRODUCT. hTe rvbjecRo change The pourer behind the pond without retire. [e] ENPHASE MICROINVERTER M215 - - swinwwwe rll f �eJ enphase maw E N E R G Y 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 R E L I A B L E r - System availability greater than 99.8% L No single point of system failure SMART I - Quick & simple design, installation and management L 24/7 monitoring and analysis S A F E r - Low voltage DC L - Reduced fire risk c�® C V us MICROINVERTER TECHNICAL DATA Input Data (DC) M215-60-2LL-S22/S23 M215-60-21-1--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 26.4V/45V Max.DC short circuit current 15A Max.input current 10.5A Output Data (AC) s v @208 Vac _;. .- @240 Vac 4 , Maximum output power 215W 215W Nominal output current 1.0 A* 0.9 A* Nominal voltage/range 208W183V-229V 240V/211V-264V Extended voltage/range 208W179V-232V 240V/206V-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 *Arms at nominal voltage Efficiency CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN 50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes, reference EN 50530) 99.3% Night time power consumption 46mW Mechanical Data Ambient temperature range -40°C to+650C Operating temperature range(internal) -40`C to+850C 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 Enclosure environmental rating Outdoor—NEMA 6 *without mounting bracket Features Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty 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. 0&172011 201 1st Street, Petaluma,CA 94952 877 797 4743 www.enphase.com ®Printed on 100 percent recycled paper. ENGAGE • ; ACCESSORIES fenphase The Engage Cable is a continuous length N G AG E of 12AWG cable with pre-installed CIE connectors for Enphase Microinverters I to plug into. The cable is handled Quick installation like standard outdoor-rated electrical FAST Large branch capacity wire, allowing it to be cut, spliced and extended as needed. r Simple design FLEXIBLE L _ No additional cables The Engage Accessories complement the Engage Cable and give it the ability to r No high voltage DC adapt to any installation. S A F E L _ Reduced fire risk SA® C US • • CABLING ACCESSORIES - DETAILS and SPECIFICATIONS . Types - Voltage Connector Spacing Accommodates PV module orientation 240VAC,4 conductors 1.025 meter(40") Portrait 240VAC,4 conductors 1.7 meter(67") Landscape 208VAC,5 conductors 1.025 meter(40") Portrait 208VAC,5 conductors 1.7 meter(67") Landscape Cable Specifications Cable Length Options* Description Rating Model Number Orientation #Connectors Approx weight Cable temperature rating 90°C(194°F)wet/dry ET10-240-40 Portrait 40 40 Ibs Cable insulator rating THWN-2 ET17-240-40 Landscape 40 45lbs UV exposure rating UL 746 C, F1 ET10-208-30 Portrait 30 30 Ibs Conductor gauge 12AWG ET17-208-30 Landscape 30 35 Ibs Compliance UL1741; CAN/CSA C22.2 Nos.0,21,42, 65, 153, *additional lengths available through Enphase authorized 182.1, 182.2,and 182.3; IEC distributors. 60529IP67 Engage Accessories Branch Terminator Disconnect tool One terminator needed per branch circuit Plan to use at least one per installation ET-TERM-10(quantity 10) ET-DISC-05(quantity 5) Watertight sealing cap _ Cable clip One needed to cover each unused Many needed to fasten cabling to the connector on the cabling. racking or to secure looped cabling. ET-SEAL-10(quantity 10) ET-CLIP-100(quantity 100) 142-00013 Rev 01 Enphase Energy, Inc. 201 1 st Street Petaluma,CA 94952 Phone:877-797-4743 Fax: 707-763-0784 info@enphaseenergy.com http://www.enphase.com wi « =® BURNDY® WEEB Washer, Electrical Equipment Bond The WEEB line of products is designed to bond solar PV modules to mounting structures and create an electrical path to ground. WEEBs eliminate the need for older, more costly grounding methods and greatly reduce the amount of labor and materials used in installations. The innovative WEEB design removes the need to run ground wire to each individual module and eliminates the need for surface preparation on anodized aluminum components. To install, WEEBs are placed between PV modules and mounting rails at clamping points or at bolted connections. When anti-seize is applied and the hardware is tightened down to the appropriate torque spec, the WEEBs' specialized teeth embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas tight electrical connection. Material: 304 stainless steel � Listed to ANSI-UL 467 by Intertek ETL for use in Canada and the USA Maximum electrical equipment ground conductor size when used -0 with 2 WEEBs contacting each module in an assembly: 6 AWG Outdoor rated Soler Module Frame �J 1 .Solar Module Frame WEEB DPF - ' . WEEK 9.5 i i !� - Mounllnp Rail � Mounting Rail i i Customer Service Department 7 Aviation Park Drive Londonderry, NH 03053 1-800-346-4175 GUS 1-603-647-5299(International) Intertek ©2012 BURNDY LLC www.we-lic.com HUBBELL I � I STAINLESS FENDER WASHER ti C:f< m � I I I I GROUNDING WASHER I The Enphase Microinverter model D380 is shown. The installation procedure and grounding washer model numbers also apply to the Enphase Microinverter models M190 and M210. SYSTEM OVERVIEW Use WEEB-PMC to bond solar modules to module mounting rail. Use WEEB Bonding Jumper to electrically connect mechanically spliced rails. Use one WEEBLug-6.7 assembly per rail to connect system to equipment Important notes ground conductor. 1. Use general purpose anti-seize compound on fastener threads when installing WEEBs. 2. The NEC section 690.43 states, "Exposed non-current carrying metal parts of module frames, equipment, and conductor enclosures shall be grounded in accordance with 250.134 or 250.136(A) regardless of voltage." 3. WEEBs are intended for SINGLE USE ONLY. Functionality will not be guaranteed if reused. Document Number 104-0404-000008.014 ®2012 BURNDY LLC. Page 6 of 13 N C '.4�U uim m V N ry Q d d@ O 6 @ N N m a N !F @ 0 a m a a a a3io ��moo o= 0@ 02 UX r m m c `'�tg' a rn'3 c E aE mgavi a EU � Emm 0 p y r m m m a N m N O Q W aoaly w m m« - @ N @ 6v KaE N@R'p� NON � C'� 1dr W c� ¢3i T2 SLL ,td'¢u]UQ La@w C7 V a a C C O M LU @ V ■/y� Ol d V Q O C > O v W 0 yooa m °u M 0 o n Z n W W 0 L—L 3 Q Q @ Z Z 2 om /A O VI U- ¢ m o N 0 U " U CC = e Jr aL � c o v Zm°a O N Ov U N U O ` es NN0N / W D�! O a wv O z LL@ � � m r m' - o-t o @ r m a O w oaOO He m Z V 'NJ b C O O m O J Z d a d C O C C N ¢ O Oo' 00 U 0 r E @ m t3 . ^ U c m @ 'i LL @ cV w U W w r* W m • � a Tbird Party T Lab Vested e rac 1,740 lbs• � Patent#5,746,029 t Value put oil Tile Roof Structural Attachment The patented TileTrac(D attachment allows for a structural roof rafter connection with optimal attachment stud location adjustability.Design results in the best looking systems in the industry. Tile Trac°fors-curve Tile Trac°for flat concrete tile concrete tile K" Tall Threaded Stud) (4" Tall Threaded Stud) Part#TT-I8-T6 Part#TT-18-T4 Benefits of the TileTrac® • Industry's most cost effective the • Aluminum and Stainless Steel components for attachment product corrosion resistance and strength • Minimal install labor and time • 1,740 Ibs of 3rd party lab tested pullout strength • Over 12 years of industry • Water-tight seal lab tested for 7 days under 34 preferred design inches of water, zero leakage • Requires only one Stainless Steel • 10 sq. inches of base area evenly distributes roof lag bolt (included) load and provides sufficient sealant bonding area • • ' • The TileTrac- Design • Structurally attaches to roof rafter and allows the rail attachment stud to be located at the strongest point of the the (the crown) where water does not flow. Without TileTrac° With TileTrac° Water Flows High Point/ Support Rail y Crown • , , pp in the Valle of the Tile .1 of the Tile (optimum) c • • TileTrac® assembly structurally attached • • • • • Rafter Not structurally attached to the rafter Rafter to the rafter Installation steps for both s-curve and flat concrete tile* 4 v STEP 1:Select a file in the area of the roof rafter. STEP 2:Remove the the by pushing and pulling. STEP 3:Using an electronic stud finder(recommended), It is usually held in place by a small nail. or other means,locate the rafter center. Mark a reference point on the file above. a i Ti . �. Drib fi Step 4:Seal the initial tile nail hale.Using a 3/16" Step 5:Insert the lag bolt and washer through Step 6:Using a 1/2"socket,install the lag bolt until drill bit and drill guide(Fd-Drill),drill pilot hole the TileTraco and apply fresh room temperature seated.Do not overtighten.The sealant should flow along the rafter center sealant to the base. outward sealing any holes. Use a Rotor H Or' ra5set Step 7:After bolting the base to the roof,slide the upper carriage Step 8:Replace the file by lining up the snap lines Step 9:Using a 3/8"carbide drill bit and ROTARY HAMMER into the correct position under the crown of the tile.For Flat file, and mark the drill location accordingly. DRILL in hummer mode,drill through the tile.See online slide the upper carriage near the middle of the tile. video at vvwvv.Iorosolarxcsm for details. Ail $ f _ C Tin• Bin ) rr8"nuts and Step 10:Insert the threaded stud through the file and Step 11:Unbind nuts and remove from stud.Apply UV rated Step 12:Fasten rail with lower and upper tighten with 9/16"wrenches to engage stud with base.Bind sealant between stud base and file and compress with a 3/8"nuts/washers as shown. two 3/8"nuts(included)using 9/16"wrenches and tighten. 3/8"washer.Apply UV rated sealant around top of washer. `Not recommended for clay or slate tiles. ©Professional Solar Products, Inc.June 2008.TileTrac is a registered trademark and covered under Pat. #5,746,029