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HomeMy WebLinkAboutSOLAR City of Arcadia, CA ` , ; Permit WO SOLR-19-2542 ' Developmentute Department D U� Permit Type Solar 240 West Huntington Drive,Post Office Box 60021 t ' I Arcadia,CA 91066-6021 Work Classification Solar Residential f4-". sal (626)574-5416 Permit Issued ARCADIA • - Issue Date 12%19/2019.1 Expiration: 06/16/2020 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 505 S OLD RANCH RD Arcadia, CA 91007-6409 5777021014 , ._- a .� ...... ..� . �_� _......,.._ .,. .... .. . Contacts BANG NGHI LY AND SIU,MEI CHI Owner SOLAR UNLIMITED INC* Contractor '505 OLD'RANCH'RD,ARCADIA,CA 91007 52 Magnolia BLVD,Burbank,CA 91502 (818)843-1633 393565 a Description:ROOF MOUNT PV SYSTEM, 25 MODULES/MICRO 6 Valuation: $ 0.00 Tenant INVERTERS,NEW 200 AMP MAIN SERVICE/200 BUS/40 AMP PV BREAKER r Total Sq Feet: 0.00 Plan Check ft Plan if Fees Amount Payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $324.72 Electrical Permit Issuance Fee $47.01 Cash/Receipt 1t REC-03407-19 $324.72 Fire Plan Check Fee Residential $50.00 Amount Due: $0.00 Inverters $77.78 A Panels $82.45 Residential Services up to 400 amps $16.48 'a compiETEDSolid Waste Management Fee 2 $1.00 Total: $324.72 -r-i-,,c` / .17.20 CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message 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. December 19, 2019 Issued By: Date December 19,2019 Page 1 of 1 eFA• Nam PERMIT/PLAN REVIEW APPLICATION 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. have and will maintain a certificate of consent to self-insure for workers' License Class (��c L'cens o.3 9 3 4 Date 9�"L/� compensation, as provided for by Section 3700 of the Labor Code, for the ./ t performance of the work for which this permit is issued. ' azure of Contractor OWNER-BUILDER DECLARATION 0-I�ve 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 -raker 'compensation insurance carrier and policy n ,e are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier t _ • _ ,.a . _ r 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 C.f/ 51 7 Z on provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one tired 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 roeforthwith comply with those provisions. �� property,rty, or my employees with wages as their sole � � � compensation,will do the work,and the structure is not intended or offered for Date f`/ t`'/4% Signature sale(Section 7044,Business and Professions Code:The Contractors License 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 finesup to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to thecost of compensation, did not build or improve for the purpose of sale). damagesas 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 coa�m ctors to construct the project(Section 7044,Business and Professions Cadet-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 furt he r information. r ,f 1 N eel /c��14k ba-4t �- Title he-c5c 1�/ PRINT NAME U 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. 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 e above-mentioned property for inspection purposes. �J y /iq' nature 5/ Date ifW/ t ` — DRIVE WAY i / i I i ca . 0. . r 7.1 \ I' oI' A ` s __ µwsWLSErekK in ill �.? T ARS vaSHoL—I\ A ' ro ' o / i / `p - - - - - - - - 2 STORY — — — — HOUSE — — — — — — (N)200A MSP ,�Q1tOFESS7p ROOF..... • MSyr DE Z PROPERTY LINE No.C58724 (N) CANADIAN SOLAR *�AExp.331-21 * CS3U-885MS MODULES P CIVIL 3 -°PC/11. Q� DecemberMa113, r19i "moi laLoydt W Martin.com SITE PLAN Solar Structures Engineering EL SCALE =1,-0- #2019-4560 Structural Only `�' i 1 CLIENT: REVISIONS: DATE: ARE: SHEET: Solar UnlimitedServices BANG"JOHN" LY DESCRIPTION DATE REVISION 12/13/2019 no W Live Oak Ave, 505 S OLD RANCH RD DESIGN I saniimited n ® � Arcadia,CA 91007 Tel :(613)843 1633 ARCADIA,CA 91007 TEL(323)717 6560 By: TMG SITE PLAN PV-2a NO.: SU-19-12-002 L. SYSTEM CONFIGUARTION Solar Contractor shall field verify all framing 1 BRANCH OF 13 81 BRANCH OF 12 CANADIAN conditions and confirm framing Is capable of 'SOLAR CS3U-385MS WITH SOLAREDGE OPTIMIZER supporting roofing Ilya loads prior to solar P400 UNDERNEATH EACH MODULE CONNECTED energy Installation. ° I 1 TO I SOLAREDGE SE7600H-US(240)(511)(240V) MaxTER AOaahment5pan I _ _ _ _ pp a , ROOF AND MOUNTING DETAILS 7(�I _IIT -� --:..:al.,.r—_. ____�IM - II ROOF TYPE : FLAT TILE I RAFTER/TRUSS SIZE SEE PLAN 'aj N ATTACHMENT TYPE ROOF HOOKS I I 9S �r .�..� i� WITH IRONRIDOE XR RAIL RACKING DETAILS ., _. 1 A N.. II e� Ii 1 ,\°s �\-[' • m - sem`•\ �L-�i n I� T\I •F\ ', ROOF AREA STATEMENT as Ira T I I I I I / I -‘18,1 C4- �f ' HALL SETBACK 'Tr 1 jam. °' ROOF MOD AZIMUTH TILT ROOF E ARRAY I G'FIRE MARS -i coEA AREA age! 3'FIRE N.pTySHALLSETBACK 11 / I I I OR,1) 17 174' 18° 697.12 SQ FT 369.58 SOFT �� lOJ ���� �� I\m IDI Il I I 1 s• ((IL IA 2 264° 18° 157.04 SIFT 4325 EDF(SOLAREDGE OPTIMIZER P400 �, A I—.I.�I a�l��•.as; �L,I�I,I� \ S II1., p� I 11 ID II SI ompa�_ �.�1 �I 1,,,,,‘ N (M) 2 354° 18° 208.15 SQR 43.25 SQR •- (N)ATTACHMENT POINTS / Y I Imo, 1•J� 1 I\e1- Q 48°O.C.MAX. 4� ly I J�,R•J0 uIIIIII • rag 1 \ , -49 4 264° 18' 798.07 SCOT 85.41 S0.R, 2X4 RAFTERS©24"0.C..(TYP.) -moo y!"/kA7 11II I °�II��� __ � ° /A 4:: n..1E* l 11_ LEGEND: IAm/ la lt ��� 9•"7• 0 VENT PIPES Imo, iles i . .,. 17'-3' DORMER VENTS {{11 ISO 2-11° °11 i6'T° 2'g• (N)CANADIAN SOLAR [ 1 CHIMNEY ® VENT/SKYLIGHT 1 8,-g• 2'-5• CS3U-385M5 MODULES 44�••�� IRONRIDGE XR RAIL (N)SOLAREDGE (N)JUNCTION BOX SE7600H-US(240)(SII) (N)3/4°EMT CONDUIT (N)60A AC DISCONNECT EXTERNAL RUN (N)200A MSP I•c3 O & No.C587C * Em.3-31-21 Lia L ' 'pl cIV1l ��' ,7 IA,: Atee OF December 18.201 oecd W Martin ROOF PLAN WITH MODULES LAYOUT Solar tructu es Engineering SCALE:Ire•=no• © #2019-4580 Structural Only ) CLIENT: REVISIONS: DATE: TRE: SHEET: BANG "JOHN" LYDESCRIPTION DATE REVISION 2/132019 1 yI/ � Solar7OWUeOakAervices 5055 OLD RANCH RD DESIGN ROOF PLAN WITH ! 170WUveA91AVD, BY: TMG PV-2A � b Arcadia,CA 91007 ARCADIA,CA 91007 MODULES LAYOUT unlimited Tel:(818)843-1633 TEL:(323)717-6580 JOB NO.: SU-19-12-002 A L Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for: Bang "John" Ly Residence �pQR°WE S/Cw, 505 S Old Ranch Rd., ` o Arcadia, CA 91007 • No. C58724 Exp.3-31-21 Applicable Codes: s, civ�� P 9rF Cf C ALk°- 2016 California Building Code, 2016 California Electric Code, 2016 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design Loads for Buildings and Other Structures, 2015 American Forest & Paper Association, National Design Specification for Wood Construction, Local Municipal Code, and all other codes which are adopted by reference or enacted by law. Assumed Design Parameters: The existing stru ture s,�beep built under a building permit and is in its original cora iOn. T. exissiiik of structure is capable of its code required`We od,`0nd>��Fr�`4bili f the roof structure to support live loads has riott eeniuk• tr ia[W Odt t ed by the age of the structure, termites or mold,K�rkrijtitO W riodtf jeations to the existing structure. Solar Energy ,/ Contra, olrstral r akeirlspte'ction of the existing roof framing system prior to installat'ipi qt tf?e roof mounted solar energy system to verify that , .tbe existiralfbQfl 'cap t le of supporting minimum roof live loads. 'AssurrrscW0i f Fapameters: All 2x'`mmlat-cart grade Douglas Fir #2 or better All 4x membe?sare grade Douglas Fir #1 or better All Roof Connector's are Simpsons Strong-Tie or Equal All Concrete Foundations are fc = 2500 psi or stronger Original Structure was built to the Type-V Wood Framed Standards of the Applicable Building Code at the time of Construction. Sht # 1 of 7 2019-4580 Solar Unlimited Bang "John" Ly Residence December 18, 2019 r , Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Note to Building Official: Based upon a review of the proposed plans I am confident that the existing roof framing system is capable of safely supporting the additional loads caused by the solar photovoltaic energy system. The contractor shall field verify that the existing roof structure is in its original permitted condition and verify that it can support the normal code required roof live loads. Attached in this package are several calculations showing that the roof members can support the additional weight of the solar array. Furthermore, an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are also included. Check 2x4 Rafters 2QC.*: wDL+LL I // //// / /// / /// /// / / / // /// / / //J w = 30psfx2ft. = 60plf 9 1 R1 R2 19 QROFE S/;;;; Total load on rafter = 60 plf x 19 ft. = 1,140 lbs cssoo r y No. C58724 * Exp.3-31-21 * �Tq OIV1V �4t. c OF c MO - *Note: Contractor to Field Verify Framing Sht# 2 of 7 2019-4580 Solar Unlimited Bang "John" Ly Residence December 18, 2019 • Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check 2x4 Rafters (a 24"O.C.: PP �P WLL 6 �6 l , llllllll DL 1////////////////////////////// WDL+LL = 30 psf x 2 ft. = 60 plf 9 R1 R2 19' 13.1' 5.9' Total load on rafter = 60 plf x 5.9 ft. + 28 plf x 13.1 ft. + ( 4' x 3.25' x 3 psf x 4 ) = 877 lbs < 1,140 lbs OK Check attachment of Support to Existing Structure for Wind Uplift CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE INTERIOR ZONE - ZONE 1 NOTE: PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA: "FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER." PER FIGURE 30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 130 MPH (3, ESS/p4,` EFFECTIVE AREA = 6 o ' Mei - INTERPOLATION OF WIND UPLIFT FORCE: No. C58724 -3 'ksT Exp.3-31-21 fry `P Pnet3o = -27.4 psf ��V�� le OF c Sht # 3 of 7 2019-4580 Solar Unlimited Bang "John" Ly Residence December 18, 2019 ' s Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Pressure - Cont'd Tributary Area to Each Solar Mount = 4 ft. x 3.25 ft. = 13 sq. ft. ( Max ) Calculate Load at each support: 0,0 ESS/04 •Pnet = A Kit I Pnet3o Eq'n 30.5-1 ASCE 7- 10 % W 1 A = 1.0 Wind Speed 130 mph Exposure B 0 No. C58724 Kn = 1.0 * Exp.3-31-21 1 = 1.0 si Pnet3o = 27.4 psf 9l` OF C M.'S9-' Pnet= 1.Ox1.0x1.Ox (27.4psf) = 27.4 psf Nominal (Unfactored) Pressure at each support = 27.4 psf x 13 sq. ft. = 356 lbs Note: Section 2.4.1 of ASCE 7-10, Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination #5 : D + 0.6W Dead Load = 3.0 psf Wind Load = 27.4 psf Design (Factored) Load at each support: 3 psf + (0.6 x 27.4 psf) = 19.4 psf where: Y = Distance between 2 lag screws ti = 1.7" is°\ Y Y' = Moment arm to 1st lag screw . deopid,%%s%� = 8.9" soar Sht # 4 of 7 2019-4580 Solar Unlimited Bang "John" Ly Residence December 18, 2019 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Moment due to Load = (19.4 psf x 11 sq. ft.) x 8.9 inches = 2,249 in-lb Load to lag screw = 2,249 in-lb / 1.7 in = 1,323 lbs Determine allowable load per 5/16" lag screw w/ 3.25" embedment into wood below according to the 2015 NDS. W ' = W x Cd x Ct Table 10.3.1 2015 NDS where: W = 266 lbs / in. of embedment per Table 12.2A Cd = 1.6 per Table 2.3.2 of 2015 NDS Ct = 1.0 per Table 10.3.4 of 2015 NDS W ' = 266 lbs/ in. x 3.25 in. x 1.6 x 1.0 = 1,383 lbs > 1,323 lbs OK OK. Use(Tile Hooks with (2) 5/16",x'3.5" a'g Screws with 3.25"mmir .-e�edment into Jvood t 48" O.C. max, as per Plans to Manufacturer's instructions. �o00ESS/O4/ MF A, To IbtA 1 No. C58724 )%: * Exp.3-31-21 1q OIV1\- t't TF OF C A10 Sht # 5 of 7 2019-4580 Solar Unlimited Bang "John" Ly Residence December 18, 2019 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of (E) Building = Approximately 2,000 sq. ft. Approximate Effective = 2,000 sq. ft. x 30 psf ave. = 60,000 LBS Seismic Weight DETERMINE BASE SHEAR V = Cs W EQ'N 12.8-1 ASCE 7-10 Cs = SDS EQ'N 12.8-2 ASCE 7-10 rRl R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 WOOD SHEAR WALLS le = 1.0 IMPORTANCE FACTOR ` QR°WE M -1( co-y o p c Sips = 2/3 x SMs_ EQ'N 11.4-3 ASCE 7-10 No. C58724 SMS= FA x Ss EQ'N 11.4-1 ASCE 7-10 * Exp.3-31-21 P SMs= 1.0 x 1.5 = 1.5 l9T ' % OFcAOC) Sps = 2/3x1.5 = 1.0 1.0 Cs = r6.511 = 0.154 EQ'N 12.8-2 ASCE 7-10 Sht # 6 of 7 2019-4580 Solar Unlimited Bang "John" Ly Residence December 18, 2019 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com EXISTING BASE SHEAR V = 0.154 x 60,000 LBS = 9,240 LBS EQ'N 12.8-1 ASCE 7-10 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC = 60,000 LBS WEIGHT NEW SOLAR ARRAY = 3 PSF x 25 PANELS x 3.3' x 6.5' = 1,609 LBS NEW SEISMIC = 60,000 LBS + 1,609 LBS = 61,609 LBS WEIGHT THEREFORE NEW BASE SHEAR: V = 0.154 x 61,609 = 9,488 LBS EQ'N 12.8-1 ASCE 7-10 % CHANGE = 9,488 LBS 9,240 LBS x 100 = 2.7 % < 10% OK 9,240 LBS OK. PER ASCE 7-10 SECTION 11.8.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. os OFESS/04,9 M (Fy"Alterations are permitted to be made to any structure without requiring the h o \r existing structure to comply with this standard provided the alterations complycSbNo. C58724m� with the requirements for a new structure. Alterations that increase the seismic force in any existing structural element by more than 10 percent or decrease the design strength of any existing structural element to resist LP)), CIvk---"ne seismic forces by more than 10 percent shall not be permitted unless the to OF C A1.‘F` entire seismic force-resisting system is determined to comply with this standard for a new structure." End of Calculations Sht# 7 of 7 2019-4580 Solar Unlimited Bang "John" Ly Residence December 18, 2019 DocuSign Envelope ID:3C7ACA80-D96F-46D0-99A0-AC58FEOFECAO / • -_24v,'' ' • 04P-Drafty ofStP<P AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON MONOXIDE ALARMS Property Address: 505 S. Old Ranch Rd., Arcadia CA 91007 Permit Number: SOLR-19-2542 Brief Job Description: Roof mount PV system, 23 modules and 1 inverter. MSP upgrade. Number of smoke alarms installed: 4 Number of carbon monoxide alarms installed: 3 When alterations, repairs or additions requiring a permit occur, or sleeping rooms are created, Smoke alarms shall be installed in each sleeping room, and outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements and habitable attics as required by Section R314 of the 2016 California Residential Code (CRC) and California Health and,Safety Code Section 13113.7. For dwellings or sleeping units containing fuel burning appliances or having attached garages, carbon monoxide alarms shall be installed outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements as required by Section R315 of the of the 2016 California Residential Code (CRC). Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used. All alarms shall comply with requirements for listing and approval by the Office of the State Fire Marshal. http:l/osfm.fire.ca.aov/licensinolistings/Iicenselistina bml searchcotest.pho As owner of the above referenced property, I hereby certify that the smoke alarms and carbon monoxide alarms have been installed in accordance with the manufacturer's instructions and in compliance with the code sections referenced above. I declare under penalty of perjury that the foregoing is true and correct, and that this declaration was executed on (Date) 12/31/2019 at Arcadia, California. Owner's Name (printed/typed): Bang "John" Ly Signature of Owner: � CWvt' Iq • This affidavit must be returned to the City of Arcadia inspector prior to final inspection