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HomeMy WebLinkAboutUntitled -i LL6 -4 City of Arcadia, CA { k y Permit No'SOLR 18 1236 e, Development Services Department • Permit Type:Solar 240 West Huntington Drive,Post Office Box 60021 e I 3 a-Y f `4\. t a Work Clossificohon Solar Residential Over;10 KV ",€ Arcadia,CA 91066-6021 r � � �' Permit-Status•�Issued ` (626)574-5416 u," A,RCA DiA '., issue bate 07/18/2018 1 Expiration: 01/21/2019 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 231 Walnut AVE Arcadia,CA 5787004004 . _ c..:'�% �n rr.,axmn .�.aa:.a:.a rae:;ay.ssv'. .:our.w.,. ..a ssR+c r xx•-.r: .:�we'amx�;a 6.,nne.466.r*4;s.t,,+.q,,c r Contacts MIRARE CORPORATION C/O ANTHONY Owner HOSOPO CORPORATION,dba HORIZON Contractor LIM SOLAR* 231 W Walnut AVE 7100 W Florida AVE,.Kemet,CA 92545_. (951)926-1176 t Description:NEW ROOF MOUNT SOLAR FOR SFR/77 Valuation: $0.00 1 Tenant PANELS/MICRO INVERT. Total Sq Feet: 0.00 it Plan Check# Plan# -rz....:c:zua'Sz, Asa :.a.S -sa.n;:r„n..:. ., xc. ,,.,,..w s.. �.._-w ia.•:'F s..e aw ass T� ?.ra.:..rn. .. ..a....�.n.,� ..z.a+skrnx,m:<r a'.. Fees Amount payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $300.91 Electrical Permit Issuance Fee $44.35 Cash/Receipt#REC-001730-2018 $300.91 Fire Plan Check Fee Residential $50.00 Inverters $77.78 Amount Due: $0.00 - Panels $77.78 Solid Waste Management Fee 2 $1.00 Total: $300.91 7--3o-6g � CALLS FOR INSPECTIONS /`-'f/ti 4c— Me67--%1071- Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. i41 ;/// This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and i co:‘,.,PtETED void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. Ot./ --- – . July 18, 2018 Issued By: Date July 17,2018 Page 1 of 1 v4% oFc % p �9�� 7 PERMIT/PLAN REVIEW APPLICATION oPs,Jl1 k,- "Ell`,,' • Development Services Department,240 West Huntington Drive,Post Office Box 60021 0.>„......Y% Arcadia, CA 91066-6021, (626) 574-5416,Fax (626)447-9173 City of Arcadia • ICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class C 17 4 License No.]0.o '7 2.3Jxp. Date-7.4 24• compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor ,� performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION have and will maintain workers'compensation insurance,as required by Section I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My worppkers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier 5 T. dr- 44 demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number /a o a o 03 e' provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date 7�7��' Signature �`?—, Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. n Name i rine�- �- l r Z Title A,0442-- I – I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. / ignature �_ Date 7/ i 7'2'0 INDEX OFSHEETS SCOPE OF WORK DESIGN CRITERIA LLI SOLAR PHOTOVOLTAIC SYSTEM NOTES DESCRIPTION TWO STORY SINGLE FAMILY RESIDENCE z 0 1. ALL MATERIALS,EQUIPMENT,INSTALLATION AND WORK SHALL COMPLY WITH THE SHEET f-- FOLLOWING APPLICABLE CODES: 1 SITE PLAN&NOTES ROOF:CONCRETE STILE TYOCCUPANCY:R-3 CONSTRUCTION g - I__2016 CA BUILDING CODE,PART 2 2 ROOF PLAN &ROLLED COMPOSITION WIND SPEED:130 MPH I 2016 CA RESIDENTIAL CODE PART,2.5 3 STRUCTURAL DETAILS EXPOSURE CATEGORY:C 11J = 2016 CA MECHANICAL CODE,PART 4 4 STRUCTURAL DETAILS 7 SOLAR MODULES MIN SSURE CA HEIGHT CF:6" W 2016 CA ELECTRICAL DPARTS 5 SINGLE LINE DIAGRAM 2016 CA PLUMBING CODE,PART 5 6 SLD CALCULATIONS (77)MICRO INVERTERS CONDUIT:314" 0 2016 CA EEEINB BUILDING CODE,PART to 6 SIGNAGE (E)60IC MAIN PANEL CON•UIT:3 4" z 2016 CA GREENNCBUILDING ANDCODE,PART 11 LAT&LONG.:34.113508,-116.039749 2016 CA REFERENCE STANDARDS CODE,PART 12 Q 5 2016 CA FIRE CODE 2. EXISTING PLUMBING VENTS.SKYLIGHTS,EXHAUST OUTLETS,VENTILATION'S (� == INTAKE AIR OPENINGS SHALL NOT BE COVERED BY THE SOLAR PHOTOVOLTAIC FW- SYSTEM. Q z 3. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ELECTRICAL Ls TESTING LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND C-S THE MANUFACTURERS INSTRUCTIONS.(NEC 690.4(D)] (N)ROOF MOUNTED ROOF ACCESS POINT Lf') Q 4. ALL OUTDOOR S EQUIPMENT SHALL BE NEMA3RRATED,INCLUDING ALL ROOF SOLAR MODULES RASO PER CES P NONMED TRANSITION BOXES AND SWITCHES. R324.7.1 THROUGH _ ♦- 6. PAINTOC T CONDUIT TOIMATCHUTI THE DWELLING EXTERIOPOWERING C.T O m = 6. CONTACT THE SERVICING UTILITY BEFORE POWERING ON THE PHOTOVOLTAIC R324.7.7 OF 2016 CRC N O S o SYSTEM -. PROPERTY LINE ..�.._..e.._.. .._.. a..o.._..0..� _T----�..�...�..�.._.._..� O FN W r I 1 oo� • AltOnt�C'' Al 231 WalnutAvenUD tif I ^\\\\\ f �•! m POOL• I CONC.DWY. I z[FLl'`6;'� . QQQQQQQQQQQQ a N A o QQQQQQQQQQQQQ,004 Ei > " V{O�r• . s w na ZI �' '( .311 .-" w' I I .}, Wit-. rTM 7 '� -Q 11 Q Ca m��/ 1Q► QQ�QQQ�Q1 I QQQQQQQ 71VICINITY MAP A °e.`"#011ig • NOT TO SCALE )//,,,7'.--xiii n. �1�'� OR rn _� L_ AEI ..—..� .. _ _�� MAIN SERVICE MAIN RESIDENCE y. GUEST HOUSE PANEL&METER FENCE 1u' cc (LOCATED INSIDE A CLOSET) TS W', . o e. �. 74. 'AIs, A.ADDED AN AC DISCONNECT 0 n SITE PLAN 44 H SCALE:1"=30' • _ ti ` SOLAR• POWER Structural Analysis Report For Photovoltaic System Addition to Existing Structure At oRo ESSIo,� f t lit The Lim Residence x082088 z 231 Walnut Avenue * Arcadia, CA 91007 ` g. C OFV 4- Designed in Accordance with CBC 2016, CEBC 2016, ASCE 7-10, NDS 2015 Job Number: 21126 Date: 5/30/18 E.O.R.: Ryan McPherson, P.E. Office: (951) 926-1176 ext. 212 Mobile: (909) 569-2244 Email: ryan.mcpherson@horizonsolarpower.com Horizon Solar Power, Inc. 7100 W. Florida Ave. Hemet, CA 92545 (951) 926-1176 1 of 7 5/30/2018 2:23 PM ©Horizon Solar Power, Inc. horizon te: Date: L.A. 5/30/18 e SOLAR POWER Job#: 21126 Table Of Contents Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 2 of 7 5/30/2018 2:23 PM ©Horizon Solar Power, Inc. f 1 horizonte' L.A. Date: 5/30/18 SOLAR POWER Job#: 21126 Project Info Location: 231 Walnut Avenue Arcadia, CA 91007 Existing Structure Info: Number of Stories = 2 Aroof= 9800 sq.ft. Roof Square Footage Aird fir= 0 sq.ft. Third Floor Square Footage (if applicable) Azad fir= 7500 sq.ft. Second Floor Square Footage(if applicable) Site Properties: Lattitude= 34.113508 Longitude = -118.039749 SS= 2.168 Si= 0.750 Exposure Category= C Wind Speed = 130 m.p.h. P.V. Array Info: Model = LONGI LR-60-285M Height of Panel = 65.00 in. Width of Panel = 39.00 in. Area of Panel = 17.6 ft.2 Number of Panels = 77 Total Area of Array= 1355.5 ft.2 Spacing of Anchors = 6.0 ft. max. on center rows of racks per panel = 2 Panel Tilt= 7-27 deg 3 of 7 5/30/2018 2:23 PM ©Horizon Solar Power, Inc. • horizon Date: L.A. te: 5/30/18 , SOLAR POWER Job#: 21126 Gravity Loads Existing Loads: • Roof Design Loads: Roofing= 10.0 p.s.f. Concrete Tile roofing Sheathing= 1.5 p.s.f. 1/2" Plywood Framing= 1.5 p.s.f. 2x Rafter/Truss framing Misc= 1.0 p.s.f. DLr1= 14.0 p.s.f. Roofing Dead Load (applied to top of rafters/trusses only) Ceiling= 6.0 p.s.f. Drywall and 2x framing DLr2= 20.0 p.s.f. Total Existing Roof Dead Load LLr= 20.0 p.s.f. Roof Live Load (Per C.B.0 2016,Table 1607.1) Floor Design Loads: (if applicable) Flooring= 10.0 p.s.f. Weight of floor finish Sheathing= 2.2 p.s.f. 3/4" plywood Framing= 2.0 p.s.f. 2x framing or manufactured floor truss Interior Partitions= 15.0 p.s.f. 2x framed walls with drywall finish each side Ceiling= 5.0 p.s.f. Drywall ceiling finish below Misc. = 0.8 p.s.f. DLf= 35.0 p.s.f. Total Existing Floor Dead Load Proposed Loads: Panels = 2.8 p.s.f. weight of panels including rack system DLrl_proposed= 16.8 p.s.f. Proposed Roof Dead Load (applied to top only) DLr2_proposed= 22.8 p.s.f. Total Proposed Roof Dead Load LLr_proposed= 0.0 p.s.f. Roof Live Load(panels cannot support live loads,including the weight of stacked materials or workers,and panels are no more than 24in from roof surface) Check Proposed Gravity Loads: Total Existing Roof Load Wex= (DLr1+ LLr) (Aroot) = 333.2 kips Total Proposed Roof Load Wprop= (DLr1+ LLr) (Aroof Aarray) 4' (DLrl_proposed+ LLr_proposed) (Aarray) = 309.9 kips Proposed Load Demand Wprop Wex -7.01% TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! Wex 4 of 7 5/30/2018 2:23 PM ©Horizon Solar Power, Inc. L2orizon By: L.A. Date: 5/30/18 5 0 L A R POWER Job#: 21126 Lateral Loads Seismic Design Parameters Risk Category= 2 Per Table 1-5-1 R= 6.5 Response Modification Factor(Table 12-2.1) Site Class = D Per 11.4.2 le= 1 Seismic Importance Factor(Table 1.5-2) Ss= 2.17 Short Period P.G.A. Sl= 0.75 1-Sec Period P.G.A. S.D.C. = E Seismic Design Category Per 11.6 Fa= 1.00 Site Coefficient per Table 11.4-1 F�= 1.50 Site Coefficient per Table 11.4-2 SMs=SDS Fa= 2.17 Short Period M.C.E. Per Eq. 11.4-1 SM1=SD1 Fv= 1.13 1-Sec Period M.C.E. Per Eq. 11.4-2 SDs= 2/3 (SMS) = 1.45 Short Period Design Parameter Per Eq 11.4-3 Sol= 2/3 (SM1) = 0.75 1-Sec Period Design Parameter Per Eq 11.4-4 Approximate Fundamental Period (Per 12.8.2.1) T=Ct(hn)x per Eq. 12.8-7 hn= 25 ft Ct= 0.02 (per table 12.8-2) x= 0.75 (per table 12.8-2) T= 0.22 sec Approximate Fundamental Period TL= 8 sec Long-Period Transition Period per Figure 22-12 Seismic Response Coefficient (Per 12.8.1.1) Cs= (SDS le)/R= 0.22 Seismic Response Coefficient Per Eq. 12.8-2 Cs1= (SD1 le)/R T= 0.52 Max.Seismic Response Coefficient Per Eq. 12.8-3 if T<_T_ Cs2= 0.01 Min.Seismic Response Coefficient Per Eq. 12.8-5 Cs2= 0.044 SDs le= 0.06 Min.Seismic Response Coefficient Per Eq. 12.8-5 Cs3= 0.5 S1 le/R= 0.06 Min.Seismic Response Coefficient Per Eq. 12.8-6 if Si>_0.6g Cs= 0.22 Design Seismic Coefficient Check Additional Base Shear Wexisting= 458.5 kips Weight of Existing Structure Wpanels= 3.8 kips Weight of Proposed Panels Vexisting= Cs Wexisting= 102.0 kips Base Shear of Existing Structure Vpanels= Cs Wpanels= 0.8 kips Base Shear of Proposed Panels Vpanels _ PER C.E.B.C. 402.4 EXCEPTION, STRUCTURE DOES NOT Vexisting - 0.82% < 10% REQUIRE SEISMIC RETROFIT, PANELS OK! 5 of 7 5/30/2018 2:23 PM ©Horizon Solar Power, Inc. horizon Be' L.A. • •� ' Date: 5/30/18 , .�. ..�_, SOLAR POWER Job#: 21126 Wind Uplift Anchorage Components and Cladding Design Wind Pressure per Simplified Method (Section 30.5,ASCE 7-10) V„it= 130 mph Exposure Category= C Roof Zone = 2 Panel 0 = 7-27 deg Pnet=A Kzt Pnet30 Pnet30= 44.6 p.s.f. net design wind pressure for exposure B at h=30ft per fig. 30.5-1 A= 1.35 adjustment factor for building height and exposure per fig. 30.5-1 Kzt= 1 topographic factor per 26.8 Pnet= 60.2 p.s.f. Check Anchorage to Existing Structure 0.6DL-0.6W controlling load combination (CBC eq. 16-15 for ASD) DL= 2.8 p.s.f. dead load of panel (inlcuding rack system) W= 60.2 p.s.f. wind load normal to face of panel Arearag= 16.3 sq.ft. area tributary to each anchor SPanc= 6.0 ft. spacing of anchors Pupift=Areaiag(0.6DL-0.6W) = 559.9 lbs total uplift on anchor Diaiag= 5/16 in. diameter of lag screw Peniag= 2.5 in. min. penetration to existing framing W lag= 266 lb./in. withdrawal load per in. of penetration per NDS Table 11.2A CD= 1.6 load duration factor for wind per NDS Table 2.3.2 Ct= 0.8 temperature factor per NDS Table 2.3.3 Pallow= Penlag (Wlag CD Ct) = 851.2 lbs total allowable withrawal on anchor PuPiift = 0.66 < 1.00 Anchor is OK! PaIIow Anchorage = USE 5/16IN. DIA. LAG SCREWS AT 6FT. MAX. O.C. WI 2.51N. MIN. PENETRATION 6 of 7 5/30/2018 2:23 PM ©Horizon Solar Power, Inc. L44:7iThorizon By: L.A. :121: Date: 5/30/18 SOLAR POWER Job#: 21126 Summary Gravity Loads: DEMAND DECREASED BY 7.01% = OK! Lateral Loads: DEMAND INCREASED BY .82% < 10% = OK! Anchorage: DEMAND OF 559.9LB. < CAPACITY OF 851.2LB. = OK! USE 5/161N. DIA. LAG SCREWS AT 6FT. MAX. O.C. W/2.5IN. MIN. PENETRATION 7 of 7 5/30/2018 2:23 PM ©Horizon Solar Power, Inc.