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HomeMy WebLinkAboutUntitled 41 1'4'0\it City of Arcadia, CAfia Permit No SOCK 19 1291 7 Development Services Department �1~t j'v v'-.s (' � 4 P ! y Permit ikpe Solar 240 West Huntington Drive,Post Office Box 60021 _ t 'r {` i �� 1 I t-.u4,.�� Arcadia,CA 91066-6021 2T L ..f4 I I i-I ( ) Work Cfassffication Solar Residential `✓ (626)574-5416 – Permit Status:issued ARCADIA , IssueDate.07/08/20191 Expiration: 01/04/2020 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1112 Highland Oaks DR Arcadia,CA 5771021009 Contacts . A,. �.. . ... .- .., - MARY BOGUE Owner ARCADIA ELECTRIC SOLAR Contractor 1112 HIGHLAND OAKS DR P.0 P.O. BOX 4314,SAN CLEMENTE,CA 92674 `(626)318-0858 (949)306-8584 928373 Description:ROOF MOUNT PV SYSTEM 24 MODULES/1 Valuation: $ 0.00 Tenant INVERTER WITH ESS BACK UP, 60 AMP BACK UP PANEL Total Sq Feet: 0.00 Plan Check U Plan Jf Fees Amount Payments Amount Paid Battery Storage Device $53.00 Total Fees $377.72 Building Plan Check Fee Residential $50.00 Cash/Receipt il REC-01756-19 $377.72 Distribution Panel $16.48 Electrical Permit Issuance Fee $47.01 Amount Due: $0.00 Fire Plan Check Fee Residential $50.00 Inverters $77.78 Panels $82.45 4 trip/flip Solid Waste Management Fee 2 51.00Total: $377.72 CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message ,J (p- ( I . /9 C6\-- requesting the address,timeframe and what inspection item is needed. 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 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. July 08, 2019 Issued By: Date July 08,2019 Page 1 of 1 pF AR fi,;: , 1 - PERMIT/PLAN REVIEW APPLICATION fitE4I*• a Development Services Department,240 West Huntington Drive, Post Office Box 60021 , Arcadia, CA 91066-6021, (626) 574-5416, Fax (626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION I hereby 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. q Signature of Contractor • OWNER-BUILDER DECLARATION 0 I have and will maintain a certificate of consent to self-insure for workers' License Class G I v License No. 6 Z Ex . Date2'le 1 / 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 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 workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier (3 el r he— demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number for such permit to file a signed statement that he or she is licensed pursuant to the 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 wi h hose provisions. compensation,will do the work,and the structure is not intended or offered for 7 g_/s sale(Section 7044,Business and Professions Code:The Contractors License Date - 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. 0 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: I I 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 n of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909) 396-2000 for I further information./� � r^ Name. /"t Lee X /r�/`Q V Title 4`/e"e-'r PRINT NAME 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 alj City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-men '. - -I pro 1 • . inspection purposes. Q � 1\Signature '"'� 6Date /— - t1 a 0 Pm' 1201 N. Tustin Avenue Ron Lacher, R.C.E. 19-0107 engineering Anaheim, CA 92807 inc. Fax:(714)630-6114 Phone:(714) 630-6100 STRUCTURAL ANALYSIS REPORT FOR SOLAR PANEL ADDITION AT THE BOGUE RESIDENCE f_ 1112 Highland Oaks Dr zel; toivit, o rn Arcadia, CA,91006-2424 �• . FP �2 m .56 4�,EXP.06/30121 * s'TgT CIV11. ��P OFCAI.�F�P FOR ARCADIA ELECTRIC SOLAR 1505 Avenida Hacienda ; San Clemente, CA, 92672 t VIA' OF ARCADIX `. Services Department Deeto1,i„N,lI)Rovfl) `.` . i ut plans and specifications must be kept This set and no changes or alterations .-,- oh al all limes: R picision• Oil the;1 except b)'the Building shop he made e 1i11n and specification shall not : 1 m1 or this 1 d of the violation DESIGN �p1� L`Ar �Si�t9ROANOtt I'f o sviola violation tl 1f \crf II11name or C.B.C. 2016, C:E?BI'EI. �b�61,1'1tTc:u'41(ft�F�I�D 2015 NDS of ung I 7/2/2019 4:18 PM Page 1 of 13 \\pe-fle\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALLS ®Pool Engineering,Inc.2017 , . :r • • • II 7/2/2019 4:18 PM Page 2 of 13 \\pe-file\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALCS ©Pool Engineering,Inc.2017 '2 pool POOL ENGINEERING INC. By:R. Lopez engineering Location:Arcadia,CA,91006-2424 Date:7/2/2019 inc. Job#19-0107 TABLE OF CONTENTS: General Notes 5 Project Data 7 Gravity Loads 9 Lateral Loads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design 12 Summary 13 • • 7/2/2019 4:18 PM Page 3 of 13 \\pe-file\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALLS ©Pool Engineering,Inc.2017 . • 7/2/2019 4:18 PM Page 4 of 13 \\pe-file\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALCS ©Pool Engineering,Inc.2017 I pool POOL ENGINEERING INC. By: R. Lopez engineering Location:Arcadia,CA,91006-2424 Date:7/2/2019 Inc- Job#19-0107 GENERAL NOTES: 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 THE 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 2016 CALIFORNIA BUILDING CODE AND/OR THE 2015 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMEN DMENTS.W ITH 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. • 7/2/2019 4:18 PM Page 5 of 13 \\pe-file\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALLS OPool Engineering,Inc.2017 7/2/2019 4:18 PM Page 6 of 13 We-file\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALCS ©Pool Engineering,Inc.2017 1 pool POOL ENGINEERING INC. By:R.Lopez engineering Location:Arcadia,CA,91006-2424 Date:7/2/2019 inc. Job#19-0107 PROJECT DATA: Project Location: 1112 Highland Oaks Dr Arcadia,CA,91006-2424 Existing Residence: Roof Area: 1950 ft2 Upper Floor Area: N/A Lower Floor Area: N/A Number of Stories: 1 Site Properties: Latitude: 34.152 Longitude: -118.03 Ss= 2.775 (g)0.2s Spectral Response Acceleration S1= 1.02 (g)1.0s Spectral Response Acceleration Site Class: D (ASCE 7-10,Section 11.4.2) Fa= 1.00 Site Coefficient(ASCE 7-10,Table 11.4-1) Fv= 1.50 Site Coefficient(ASCE 7-10,Table 11.4-2) Sos= 1.8500 Short Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn.11.4-3) Sol= 1.0200 1s Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn.11.4-4) Wind Speed= 110 mph(basic wind speed) Exposure Category: C Product Information: Manufacturer: HANWHA SOLAR Model: Q.PEAK-G4.1L 305W Weight: 2.81 p.s.f.(including mounting system) Installed Area: 575.24 ft2 Design Criteria: C.B.C.2016 ASCE 7-10 Design Methodology: Per the exception in Section 402.4 of the C.E.B.C.2016: "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 10%of the original demand-capacity ratio,no retrofit shall be required. 7/2/2019 4:18 PM Page 7 of 13 \\pe-fie\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALCS • OPool Engineering,Inc.2017 7/2/2019 4:18 PM Page 8 of 13 \\pe-file\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALCS ®Pool Engineering,Inc.2017 4 pool POOL ENGINEERING INC. By:R. Lopez engineering Location:Arcadia,CA,91006-2424 Date:7/2/2019 inc. Job#19-0107 GRAVITY LOADS: • Roof Dead Load(Existing): 4.0 p.s.f. Asphalt Shingles 1.5 p.s.f. 1/2"Ply.Sheathing 1.3 p.s.f. 2x8 Rafters @ 24"o.c 4.3 p.s.f. 5/8"Gyp.Board&Ceiling Framing 1.9 p.s.f. Misc. 13 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) 4.3 p.s.f. 5/8"Gyp.Board&Ceiling Framing 1.5 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.2016) Floor Live Load(Existing-If Applicable): 40 p.s.f. (Table 1607.1 of C.B.C.2016) Roof Dead Load(Proposed): 2.8 p.s.f. HANWHA SOLAR O.PEAK-G4.11 305W solar panels and mounting system 13 p.s.f. Existing Roof Dead Load 15.8 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= (DI-roof+LLroof)Arearoof = 64350 lb. Total Proposed Roof Load= (DLproposed+LLproposed)Areaproposed+(DLraef+LLroof)(Arearoof-Areaproposed) = 54459 lb. Demand Increase = [(Proposed Roof Load-Extg. Roof Loadj/Extg. Roof Load]x100 =L -18.16% Results: NET DECREASE IN GRAVITY LOADS =_>OK 7/2/2019 4:18 PM Page 9 of 13 \\pe-file\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALLS ©Pool Engineering,Inc.2017 pool POOL ENGINEERING INC. By: R. Lopez _ engineering Location:Arcadia,CA,91006-2424 Date:7/2/2019 inc. Job#19-0107 LATERAL LOADS (Seismic): Seismic Design Parameters: le.= 1 Risk Category Seismic Importance Factor R= 6.5 Response Modification Factor Pr: 1 Redundancy Factor SDS= 1.850 Short Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn.11.4-3) Sol= 1.020 is Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn.11.4-3) Site Class: D (ASCE 7-10,Section 11.4.2) Risk Cat.: II (ASCE 7-10,Table 1.5-1) SDC= E Seismic Design Category(ASCE 7-10,Tables 11.6-1 and 11.6-2) Base Shear Governing Equations: z T= Ct(hn) Approximate Fundamental Period(ASCE 7-10,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 7-10,Fig.22-16) Cs= (SDs le)/R Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-2) =0.285 • Cs_max= (SDs le)/(T R) Maximum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-3) 1.595 (Cs min)1= 0.010 Minimum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-5) (Cs_min)2=.0.0441 SOS Minimum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-5-supplement 2) 0.045 (Cs_min)3= (0.5 S1 le)/R Minimum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-5-supplement 2) 0.078 Cs= 0.284617 Seismic Base Shear(ASCE 7-10,Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables • 7/2/2019 4:18 PM Page 10 of 13 We-file\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALCS ©Pool Engineering,Inc.2017 pool POOL ENGINEERING INC. By:R.Lopez engineering Location:Arcadia,CA,91006-2424 Date:7/2/2019 Inc. Job#19-0107 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k= 1 Structural Period Exponent(ASCE 7-10,Section 12.8.3) EXISTING STRUCTURE Story Height Story Area Story k Wx hxk Level hx(ft) Seismic Wx(k) Wx hx k F,(K) V1(K) (ft) (ft) Mass(psf) DM hi Roof 16 16 1950.0 13.0 25.35 405.6 1.00 7.22 7.22 Upper _ 0 0 N/A N/A N/A 0 0.00 0.00 0.00 Lower 0 0 N/A N/A N/A 0 0.00 0.00 0.00 Existing Base Shear= 7.22 PROPOSED STRUCTURE Story Height Story Story Seismic Panel Area Panel k Wx hxk Level hx(ft) Area z Seismic Wx(k) Wx hx k F,(K) V1(K) (ft) (ft') Mass(psi) (ft) Mass(psf) 2W)hi . Roof 16 16 1950.0 13.0 575.2 2.8 27.0 431.42 1.00 7.67 7.67 Upper 0 0 • N/A N/A N/A N/A N/A 0 _ 0.00 0.00 0.00 Lower I 0 0 N/A N/A ( N/A N/A N/A 0 0.00 0.00 0.00 Proposed Base Shear= 7.67 Demand Increase = [(Proposed Base Shear-Extg. Base Shear)/Extg.Base Shear]x100 = 6.37% Results: INCREASE LESS THAN 10% __>OK • 7/2/2019 4:18 PM Page 11 of 13 \\pe-file\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALLS ®Pool Engineering,Inc.2017 — pool POOL ENGINEERING INC. By:R.Lopez engineering Location:Arcadia,CA,91006-2424 Date:7/2/2019 inc. Job#19-0107 WIND UPLIFT ANCHOR DESIGN: Simplified Procedure for Components and Cladding: (Sec.30.5,ASCE 7-10) V= 110 mph (basic wind speed) Exp.Cat.=C exposure category(Section 26.7,ASCE 7-10) A= 1.21 Adjustment Factor for Building Height(Figure 30.5-1,ASCE 7-10) = 1 Topographic Factor(Section 26.8.2,ASCE 7-10) Zone= 2 Roof B= 22.7 deg Area= 575.3 sq.k. Pneuo= 31.9 p.s.f Net Wind Design Pressure,Eqn.6-2,ASCE 7-10 Pen=AKnPneuo =(1.21)(1)(31.9 p.s.f.)=38.599 p.s.f. (Pnet)de:isn= 38.6 p.s.f. Design Wind Uplift Pressure on Components and Cladding(16 p.s.f.min.per Sec.30.2.2,ASCE 7-10) Connection to Existing Roof Framing: F5= 1 (additional factor of sakey applied to withdrawal force) An,b= 11.0 sq.k. (panel area tributary to each lag screw) D= 2.8 p.s.f. (panel dead load) W= 38.6 p.s.f. (design wind pressure) Pin= FS*Atrjb•(0.6D;0.6W) =(1)(11 sq.ft.)[(0.6)(2.8 p.s.f.)-(0.6)(38.6p.s.f.)] =235.21b.(withdrawal force applied to each lag screw) DIA. 5/16 in. (lag screw diameter) 4,g 3.50 in. (lag screw length) Dpen= 2.00 in. (thread penetration into existing framing member) W= 266 lb./in. (lag screw reference withdrawal design value-NDS Table 12.2A,G=0.50) Co= 1.6 (load duration factor,2015 NDS) C,= 03 W'= Co•CisW =(1.6)(0.7)(266 lb./in.)=297.92 lb./in. (adjusted withdrawal value) Pam= Dpen"W' =(2 in.)(297.92 lb./in)=595.84 lb. Results: DEMAND=235.2 lbs.<CAPACITY=595.84 lbs. ==>OK 7/2/2019 4:18 PM Page 12 of 13 \\pe-file\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALCS ©Pool Engineering,Inc.2017 pool POOL ENGINEERING INC. By:R. Lopez engineering Location:Arcadia,CA,91006-2424 Date:7/2/2019 Inc. Job#19-0107 SUMMARY: GRAVITY LOADS: DECREASED BY-18.17% ==>OK LATERAL LOADS: INCREASED BY 6.37%< 10% ==>OK WIND UPLIFT: DEMAND=235.2 lbs.<CAPACITY=595.84 lbs. ==>OK USE 5/161n. DIAMETER LAG SCREWS @ 48in. O.C.W/2.5in. PENETRATION INTO EXISTING FRAMING MEMBER,TYP. • 7/2/2019 4:18 PM Page 13 of 13 \\pe-file\pool\Projects Solar\2019\0107-19 Residential\19-0107 SOLAR PANEL CALLS @Pool Engineering,Inc.2017