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HomeMy WebLinkAboutMEP-19-0333 t4' ' City of Arcadia, CA x . ' Permit No MEP z19-0333' i9 Development Services Department 1 r - �'v 5 k.,, ^ .- ' PEP-Re pe MEP` ri. :� .3 240 West Huntington Drive,Post Office Box 60021 ! ® 6$ ,x;41 11 ; t - _,� A Olt t {�' Work-Classification:MEP Residential : Arcadia,CA 91066-6021 ` 1 t i (626)574-5416 r 4. ae - r /Permit Status Issued ARCADIA Issue',Date.o3/25/20191 Expiration: Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1135 Fallen Leaf RD Arcadia,CA 5769004018 Contacts MARKS SEGAL TRUST AND ARLEEN TR A Owner LT GENERATORS' Applicant B SEGAL TRUST 1135 FALLEN LEAF RD,ARCADIA CA,91006 (818)787-1470 (213)200-7479 Description:INSTALL BACK UP GENERATOR PER APPROVED Valuation: $ 0.00 Tenant HOA HOAAPPLAANS #183 Total Sq Feet: 0.00 Plan Check#19-333 Plan# Fees Amount payments Amount Paid Commercial Electrical Fire Plan Chk. $280.00 Total Fees $544.37 Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-00754-19 $544.37 Gas System(Outlets) $15.55 Amount Due: $0.00 Misc Elec.Conduit,Conductors or Repair $16.48 Motors,Generators 11-50 hp $41.32 Plan Check,Per Hour $95.00 4 / COMPLETER Sg Permit Issuance Fee $47.01 Solid Waste Management Fee 2 $1.00 Solid Waste Management Fee 2 $1.00 Total: $544.37 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. *//-ii 5 AA ' —/e5/- 441-14/ k B- 1. 0 6,A-t- - -- gill March 25, 2019 Issued By: Date March 25,2019 Page 1 of 1 .FAR I •„ C ' PERMIT/PLAN REVIEW APPLICATION il” ill '111 'r1p'• 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 Divisioni3 of the Business and Professions Code,and my license is in fuitiorcepilegect. ❑ I have and willmaintain a certificate of consent to self-insure for workers' License Class _ .-, Nr2 Exp. Date 111 za compensation, as provided for by Section 3700 of the Labor Code, for the - performance of the work for which this permit is issued. N., Signature of Contractor OWNER-BUILDER DE LARATION 0 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 y wo eras'cora a sation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carver ttYt-yE7 demolish,or repair any structure,prior to its issuance,also required the applicant I A ei 7-i�/ z L for such permit to file a signed statement that he or she is licensed pursuant to the I Policy Number V - provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not he 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 Lab. ode,I shall 0 L as owner of the property, forthwith comply with those provision,s. or my employees with wages as their sole 1,`\ compensation,will do the work,and the structure is not intended or offered for Date' -Z -Za(1 Si '—"- sale(Section 7044,Business and Professions Code:The Contractors License JI �' 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). 0 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. 11 ame"bAN 1E72- 0A2-a•-) 1triflerM T �ECII PRINT NAME 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. 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WGS_1984_Web_Mercator AuxIliaty_Sphere . •©City of Arcadia . Reported on 04/16/2019 02:48 PM THIS MAP IS NOT TO BE USED FOR NAVIGATION • • 1 . landy Clarke 325 Walnut Drive 213.200.7479,_._ Pasadena,California 9»07 randa I.clarke@gmail.com walnutdriveconstruction.com I ate:no-4824 6%14 BIS 787— /F7 ° 93 &1n/!ie( fig 757-/770 • s o04P ex • • • • fl Arcadia, CA Code of Ordinances Page 1 of 3 4610.3. - NOISE LIMITS. (a) It shall be unlawful for any person within the City of Arcadia tb produce or cause or allow to be produced sound or noise which is amplified by the use of sound amplifyir equipment and which amplified noise or sound is received on property occupied by another person within the designated region, in excess of the following levels, except as expressly provided otherwise or exempted hereinafter: Region Day 7:00 a.m. to 10:00 p.m. Night 10:00 p.m. to 7:00 a.m. Residential 55 dBA 50 dBA Zone Commercial 65 dBA 60 dBA Zone Industrial 70 dBA 70 dBA Zone At the boundary line between two of the above zones the noise level of the quieter zone shall bE • used. (b) Corrections to Noise Limits.The numerical limits given in Section 4610.3(a)shall be adjusted by the following corrections,where appropriate: Noise Correction (in dB) Condition about:blank 4/17/2019 Arcadia, CA Code of Ordinances Page 2 of 3 1. -5 Impulsive sounds, pure tone or sounds with a cyclically varying amplitude (The following corrections apply to day only) 2. Noise + 5 occurring more than 5 but less than 15 minutes per hour 3. Noise +10 occurring more than • 1 but less than 5 minutes per hour about:blank 4/17/2019 Arcadia, CA Code of Ordinances Page 3 of 3 4. Noise +15 occurring less than 1 minute per hour (c) It shall be unlawful for any person to produce or cause or allow to be produced souni or noise from air-conditioning equipment, pumps, fans or similar machinery which is received on residentially zoned property occupied by another person in excess of 55 dBA, provided, however,that if such machinery was installed prior to December 1, 1970,the noise level shall not be in excess of 60 dBA. (d) Exemption: Noise caused by "Emergency Work" as herein defined and from mechanical devices, apparatus, or equipment used, related to, or connected with sucl Emergency Work is exempt from the limits prescribed by this Chapter. (Amended by Ord. 1567 adopted 7-20-76; amended by Ord. 2302 adopted 10-2-12) • about:blank 4/17/2019 GI • 4 r JEFF A. ROBERTS & ASSOCIATES, LNC. ENGINEERING CONSULTING SERVICES Structural Calculations " Anchorage Design for Generator" Mark & Lee Segal 1135 fallen Leaf Rd. Arcadia, CA 91006 lire . 05:53811 Irr'z'nn JAR Project No. view ie of 9925 Commerce Ave, Suite B, Tujunga, CA 91042 Telephone: (818) 352-2525 0 Facsimile: (818) 352-1313 Project: Generator offfp.. JEFF A. ROBERTS AND ASSOCIATES, INC. ENGINEERING CONSULTING SERVICES Job No: SK CONSTRUCTION % Sheet: 1 DESIGN CRITERIA Scope of Work Scope of work includes the support for the proposed generator. 1. Building Code: 2013 California Building Code. 2. Structural Design: A. Lateral Design: Seismic: Fp=.4 Ap SDs Wp(1+2 zlh)I(Rptlp) Where:Fe= 1.0,Fv= 1.5, Ss= 1.576, S;=.589 SMs=Fax Ss= 1.576 Ap=2.5 (Table 13.5-1) SDs=2/3 SMs= 1.051 Rp=2.5 (Table 13.5-1) Ip= 1.0 z/h= 0 Fp=0.420 WE at Strength Level / 1.4= .300 Wp at WSD 3. Foundation: In Accordance with table 1804.2 (International Building Code): Assumed Soil Type: Compacted Fill or Undisturbed Natural Soil(Silty sand) Bearing Capacity: 1,000 psf for DL+LL Minimum Footing Depth: 24" 4. Materials: Concrete: F'c= 2,500 psi Structural Steel: Misc Steel: ASTM A36 Bolts: A307 Minimum unless noted otherwise Reinforcing: Fy= 60 ksi-#5 and larger Fy= 40 ksi-#4 and smaller Page 1 of 1 9925 Commerce Ave,Suite B,T ujunga,CA 91042 Telephone:(818)352-2525 a Facsimile: (81 B)352-1313 Jere A.Roberts;P.E. Project LT Generator } Equipment Anchorage Engineering Consulting Services JAR Protect No.SK CONSTRUCTION Equipment Anchorage Calculations DESCRIPTION: ground mounted equipment UNIT WEIGHT(Wp): 1005 pounds UNIT DIMENSIONS: B= 36 inches D= 81 inches H= 48 inches CENTER OF GRAVITY: X=B/2= 18 inches Y=D/2= 41 inches Z=1.5H/2 36 inches SEISMIC LOADS: Ss= 1.576 Sms=Fax Ss= 1.576 Fa= 1.00 Sds=2/3 x Sms 1.05 Fp=(.4xapxSdsxlp)x(1 +2xhx/hr)Wp/(Rpx1.4) ap= 2.5 Rp= 2.5 hx/hr= 0 Ip= 1.0 Fp= 0.3 Wp= 302 pounds Fp need not exceed 1.6 Sds Ip Wp= 1669 pounds Fp shall not be less than .7 Sds Ip Wp= 739 pounds Fp= 739 pounds Fv=2/3 x Fp 493 pounds JeffreyA.Roberts.P.E. Project LT Generator Equipment Anchorage Engineering Consulting Services JAR Protect No. SK CONSTRUCTION• Equipment Anchorage Calculations (continued) OVERTURNING SHORT AXIS Rup1 = FpxZiD+(Fv-.85Wp)(Y/D)= Rup1 = -47 pounds DIAGONAL AXIS Rup2=FpxZ I(B^2+D^2)^.5+ (Fv-.85 Wp)(X^2+Y^2)^.51(B^2+D^2)^.5= Rup2= -58 pounds No Uplift ANCHORAGE #of anchors to resist sliding 2 #of anchors to resist uplift 2 Sliding,Vb= 370 each bolt Tension,Tb= -23 each bolt Use 5/8"diameter Simpson Titen HD WI 5'embedment into concrete. ICC ESR#2713 Vallowabie= 3125 pounds(each) Okay Tallowabte= 1335 Pounds (each) Okay COMBINED LOAD VbNailowable+7b(rallowable= 0.10 <1.33 .: Okay r . Design Maps Summary Report Page 1 -' ;; Design Maps Surinf ary Report User-Specified Input Report Title SK Construction - 10121 Jefferson Ave.,Culver City,CA 90232 Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.84845°t4, 118.34434°W Site Soil Classification Site Class D -'Stiff Soil" 1."t � t9 ;t� r- iY Risk Category /FI/III I v 4+=4 -1A3 pttyl G'}5aeem ' e gµ 47ti- 3-t F d --5 i t2:. aeh, d7 - r :Tit.:5777T m :ter v -r ,- n, s 1. T_ v`, .4 ., v.]! -'r st 4z.P. 9+1 e.R Ty�-.� -;..:%".2.47,.. - L , �k k , r 4 : c k _ TaIps erdes tateS ,A ...1t-i- : ::. a: r11 �, v �c .p USGS-Provided Output Ss= 1.5768 S,1,= 1.576g SP, = 1.051g S,= 0.5898 S,a = 0.8838 501= 0.58g g For information on how the SS and 51 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 NEHRPD building coda reference document. MCER Response Spectrum Design Response Spectrum 1.T 1.0 1.20 LAS 1.25 P.M"' 1.15 a, II Ci.15 u asp so oaf 0.0 aaa PI as:t-r. 4 0.T2 0.I 0.15 "1D'"° P.a^ I i i a , r ,_ i p.0t P.Y. 0.60 G. P.e9 1.10 3.21 144 1.29 1.00 +^.1a U,PO C..20 1)!40. t.G 0.00 1.00 1,1*i. 1,dtd 1.E 1.,'M 3.C. period,Timer.) Period, T{sec} http://ehp3-earthquake.wr.usgs.gov/designmapslus/summary,php?template=minimal&latit... 4/29/2015 Z, /1'2144( \t 't e?Ir' 24,4•vre K fir •i ..rit-4 :,-11 . . : , . :Ara off.; 4iba^i 5 .-x_142, as Li ral •F.______ d a 0 . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Ct gw9„c) . .1 rt. . . -Jof ks .Gk.. read.. . �.vt dam' -70 571 t� #9 rcenhots cito:TA . -i..cak 1s... .lye a..„g. a, --li 50621 . . . . . . . . . . -J4i,S' t`s . .. yfr-s [t.C'i.tr/: 9b19 : .-0,3 r7t*: aW : : It �:r((pp 6�gp�Zttot6 7443% AL,.�y�� Il ,. (Ay 1-.7 C1�,C Lao) 25 rem gaY C3` RS thy gone)R66 (`.'.l . merwa DNI`SSZnaoSSY 1P salmi 7 at 'SIMPSON AnchorDesignern" Company: Jeff Roberts&Associates Date: 6/0312015 Engineer. Jeff Roberts Page: 1/4 1 Software Project: Quebec ..:,, :i Version 2.0.5154.18 Address: 9925 B Commerce Ave. a Phone: 818-352-2525 E-mail: Jeffroberts@Jeffiobertsengineering.com — t.Prolect Information • Customer company: Project description: Customer contact name: Location: Customer e-mail: Fastening desciption: Comment 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318.11 Concrete:Normal-weight Units:Imperial units Concrete thickness,h(Inch):8,00 State:Cracked Anchor Information: Compressive strength,Pr(psi):3500 Anchor type:Concrete screw Won 1.0 Material:Carbon Steel Reinforcement condition:B tension,9 shear Diameter(inch):0.500 Supplemental reinforcement:Not applicable Nominal Embedment depth(inch):3250 Do not evaluate concrete breakout in tension:No Effective Embedment depth,he(Inch):2.350 Do not evaluate concrete breakout in shear.No Code report ICC-ES ESR-2713 Ignore ado requirement:Not applicable Anchor category:I Build-up grout pad:Yes Anchor ductility:No time(inch):5.00 Base Plate c.>(inch):3.55 Cm(inch):1.75 Sren(inch):3.00 Load and Geometry Z Load factor source:ACI 318 Appendix C Load combination:not set • 0 lb Anchors duign:Yes Anchors subjected to sustained tension:Not applicable i/, Ductility section for tension:D.3.3.4.3(a)38 is satisfied Ductility section for sheen D.3.3.5.3(a)Is satisfied Do factor:not sat Apply entire shear load at front row:No Anchors only resisting wind andlor seismic loads:Yes <Figure 1> -0 ct '. ' ,y. . 370 1b 414,241, 'kin p '.. ./11niliz f : — 4 0l k. a a: i 6I Da 9 v € ' : X `04? -, s ;.`�cy .:',i° is` r i s input cats and results must be checked tor agreementwith the exiting Grcumstances,the standards end guidelines must be checked for plausibility. ` Simpson 3ar.:m-Tte Ccr..aary Inc. 5955 W.Las Paaitas Boulevard Pleasanton,CA 94588 Phone:925.550.9000 Fax 925.847.3871 ww.stvngtie.com • SINIPSOTI Anchor Desi r1erTM' Company: Jeff'Roberts&Associates Date: 6/03/2015_ 9 Engineer. Jeff Roberts Page: 214 ', � .. . Software Project: Quebec tD SSE; Version 2.0°5154.18 Address; 9925 3 Commerce Ave. 0 Phone: 818-352-2525 E-mail: fet!.roberts@ieffrobertsenginesring.com <Figure D hy. • y r T _..mow-- E+,� y . " 4 t; St, L tr " � K �..o-�� O X5`3 ey i1. ,' 1 . t,�� j+ 5 [i!,' 0� �., ata ' IC t' , 4 7i24 fifttend t 12.00 y Recommended Meter Anchor Name:Then HD®-112°0 Titan HD,hnom:325°(83mm) Code Report Listing:ICC-ES ESR-2713 • — — InDutdara and results must be cheticed for agg,eementwith the edscin9 dre mmstanns,the standards and guidelines must he checked for plsusihNry. SHnpsan Ss -Pa Comany Inn 5956 W.Las Pn<9,<Boulevard Pleasanton CA94588 Phone:925.590.900D Far 025.947.5871 www.seongbe.e+m SIMPSON Anchor Desi nerTM Company: Jeff Roberts&Associates Date: I6j3(8.o(C Engineer. Jeff Roberts Page: 314 b Software Project Quebec 9r:• w Version 2.0.5154.18 Address: 9925 B Commerce Ave. 0 Phone: 818-352-2525 E-mail: jeti.robertsjjeffrobertsengineering.com 3.Resulting Anchor Forces �^ Anchor 'Tension load, Shear load x, Shear load y. Shear load combined, Nun 06) V...(ib) Vu.y Pb) 1'(Vus)°"lNer)(Ib) 1 0.0 0.0 370.0 370.0 Sum 0.0 0.0 370.0 370.0 . Maximum concrete compresslon strain(4.):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(lb):0 Resultant compression force fib):0 Eccentricity of resultanttansion forces In x-axis,&. (inch):0.00 Eccentricity of resultant tension forces N y-axis,a ttl(inch):0.00 Eccentricity of resultant shear forces in x-axis,ew(inch):0.00 Eccentricity of resultant shear forces in y-axis,ew(Inch):0.00 8,Steel Strenoth of Anchor in Shear(Sec.D.6.11. V.Oh) qm.e d pyca¢Vsa(Ib) 4790 0.8 0.65 2491 9.Concrete Breakout Strenath of Anchor in Shear(Sec.0.6.21 Shear perpendicular to edge in y-direction: Vac=min17(1./do)024d.:mdr.c.r's;9dndrec,ttsl(Eq.D-33 8 Eq.D-34) 1.(in) d.fin) ,t. r.(psi) Cal(in) Voy pb) 2.35 0.50 1.00 3500 12.00 16589 Nes=0(Av./Ara)644vq'veryvVes(Sec.0.4.1&Eq.D-30) Ave(In°) Avm¢nx) nay Yvwv y5,v Vey(lb) q 0Ves(Ih) 240.00 648.00 0.900 1.000 1.500 16589 0.75 62221 Shear parallel to edge in y-dlreedont Vu=minl70./da)°24d.teir.cntt 5;9.Ldr.c.rtsl(Eq.0-33&Eq.0-34) 1.0n) d.(m) i f.(psi) CM(in) Va.(tb) 2.35 0.50 1.00 3500 1200 16589 pVar=. (2)(Ave/Avw)Ww.veSvi7,.vVv(Sec.D.4.1&Eq.D-30) Av.(inr) Ave(i&) Key W,v y5.v Vs(Ib) q QVay(lb) 240.00 648.00 1.000 1.000 1.500 18589 0.75 13824 10.Concrete Prvout Strand))of Anchor in Shear(Sec.0.6.3) OV..=tik.vNS=dk':(4xn/Area)'Y.4xtceo.WshNa(Eq.D-40) kw Arc(1n9 Au.e(1n2) 'P.4w Via./ y'.a.x No(ib) a eve,(Ib) 1,0 49.70 49,70 1.000 1.000 1.000 3623 0.75 2717 11.Interaction of Tensile and Shear Forces(Sec.0.7t Shear Factored Load,V..(Ib) Design Strength.eV„(Ib) Ratio Status Steel 370 2491 0.15 Pass(Governs) T Concrete breakout y+ 370 6221 0,06 Pass Input data and results must he checked for agreement with the existing dreumstanss,the standards and guidelines must be checked for plausibility. 3impsnn S7CPMa-Tie Canpany Inc. 5955 W.Las Positas Baulevard Pleasanton,CA 94585 Phone:925.560.9000 Fax:925.847.3871 vnnv.strongtie.sam • Company: Jeff Roberts B Associates Date: 'SIMPSON Anchor Designeri't Engineer Jeff Roberts Page: 4r ' "=„”' Software Prop: Quebec VraSicalvOZj`- , .+ Version2.0.5t54.t8 Address: g9206CwnmermAve. !.0 Phone: 818-352-2525 E-mail: jeff.mberis@jeffrabertsen9ineering.com __ ...._ ._....__.._ 13824 0.03 Pass )�Concrete breakout x+ 370 2387 0.14 Pass Prycut 370 1/2"0 Titan HD,hnom:325"(83mm)meets the selected design criteria. 12 Wamines -Per designer input,ductility requirements for shear have been determined to be satisfied-designer to verify. -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturer's product literature for hole leaning and installation instructions. • Input dart and results must be checked for agreement with the existing eirmmstanres,the standards and guHdelines must be checked for blausadny. ..—. Slmpcor.seonv Tie Carsnany Ina 6956 W.Las Posies Boulevard Pleasanton.CA 94682 Phone:925.560.9000 Far.925.647.3571 uwwseangtiemm % ° �41POg3.I, 4 4 f ___ II sn-7.- I' AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON MONOXIDE ALARMS Property Address: ) ) 35 Let I_F P Permit Number: Brief Job Description: W j-FtbLE- the,LF,f 6- NTh1[ 'aIL Number of smoke alarms installed: co Number of carbon monoxide alarms installed: 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. httD://osfm.fire.ca.aov/Iicensinolistinasllicenselistino bml searchcotest.oho 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�f regoi g is true and correct, and that this declaration was executed on (Date) �1 f._25 /-017 at Arcadia, California. Owner's Name (printed/typed): Rrleth .5,” G,( Signature of Owner: Ct ..1,4,1 ,i„...e This affidavit must be returned to the City of Arcadia inspector prior to final inspection m q . zr y Property Line s` f_ Pool -y t Guest ` °'�� House I �� S Generartor Approx.l8"-20"from .g house on Slab(83"x d1"x4") Ili d GL-' Any fresh air intake openings wm - 3 _ W C within 30'will be sealed prior to inspection New Generac Natural Gas 48kW Generator,120/240v,Single Phase with 150 Amp Breaker I >e"-20" HOUSE Sealed Door Ak I 1p' Sitting room with `1 seated door and Sealed window( window cu (room not Med -a fry owner.) 125'from from .. wal C property Me G • -o A 40'{under house Newmatic Transfer 2-150 Amp fp L YConduit Automatic Trens/erSwkch 1 33/0 Cop thhn 120 240v Si :e Phase IMP , I) 146 cop thhn Ground l.L 6416 cop thhn • 2"Conduit r Q Control Wires ,• 543/0 cop thhn 3 /t ' 65',2"Gai line •+ 146 cop thhn ground Yi under house in I crawl space Iaisnng win a•mp e Main Panel,120/240v Single Phase Generator Sound Emissions: 63 dB at 23 ft.in Exercise mode 68 dB at 23ft.in normal load operation 1135 Fallen Leaf Rd. Prepared for: Prepared by: LT Generators Mark&Lee Segal 14932 Delano St,Van Nuys,Ca 91411 1135 Fallen Leaf Rd. 818-787-1470 Arcadia,Ca 91066 CA State Contractors License#:602073 Class:B,C10,C36 Signature: • 4 New Gonefc 150 Amp 5 bitting'Min-200Am: ' Automatic Transfer Switch. Electrical Panel 120/240V, 120/240 V 4 Now Genarac 15o Amp Single single Phnp single Phase Automatic - Transfer Switch, 3 r it 120/240 V.Steele Phase 3-3/0 tole thin , 1..36 41 cop cop,hhn ground 6416 cop thhn I Control wires • 6 z"Conduit 6 2"Conduit 5-3/0 cop thhn 5-3/0 cop thhn Disconnecting means 146 cop ground 146 cop ground on exterior of generator 150 Atnp —A OM a— /\ • • 200A 200A '/�1 (� 2 1// \\I U New 48 kW Generac 1 \ Natural Gas Generator, 120/240v,Single Phase with 150 Amp Breaker 3 4. • PRERV&O FOR LT Generators 3 2"Conduit 7 14932 Delano St. 3-3/0 cop thin Mark&Lee Segal Van Nuys,CA 91411 146 cop thhn ground 1135 Fallen Leaf Rd. 818-787-1470 646 wp thin Arcadia,CJ191006 CA State Contractors Control Wires • License A 602073 Glass:13,G10,C36 - Signature: - Single Line Diagram -r 44 IF 4 ArtAIpxts & TILE-0. PUPNNIk ROUTING Tilt 1Gt1 Z e T -re Lip , IInnNals of HA", D .4‘.,� .) Noes €t'I .uT� Checker F5' CP"Pnon Sheet# Planning "'FOR p1 -- Eng.Eng. • Building Fire PWS-Water — WELD Trees • Property tine _ • Pool Guest Houseart Nr ��\\tmNew Pean[Nael Ras,as YJ/Generator, 1M/no V.Slnale Phase on slab ' Mb . • HOUSE anaw m e1 AI air I-Cmmptl 3.3/0Cep dm ldacc,thins Gamma mY C'ill itelia iW WSbaoptNn ass'banana 1 C c40-w1°'-A Property One 0 elaftimme JMS ` S New Genenex100 Amp ey t /Wtomatle Transfer SNNA e7 SNb/aVaNne rine QT SS' ..e/'F Q ! 2•Gas Line YConduit Q 1"' under home In newapam 5-x3/0 cop NM 1-0Rroperpund . a /11 histinel,1Pmp Gate Mein Panel,1E1E041To • - Single Phase Ea Meter Y the into house 1 Generator Sound Emissions: 63 dB at 23 ft.In exrecise mode - N -- 66 dB at 23ft.In normal load operation T;F .'c __In w N 1p 1135 Fallen Leaf Rd. • ?M. 5 1 :r 1 -i, .1.. 'o Prepared fat: Prepared by: I. PI c LT Generators Mark&Lee Segal 14932 Delano St,Van Nuys,Ca 91411 1 ' = 1 'i 1135 Fallen Leaf Rd. 818-787-1470 0 tri 1 I.Arcadia,Ca 91066 CA Slate Contractors License#:602073 .i ' kJ q Class:B,C10,C36 ....e-). i 1 Signature: • rt. uric's ie =0 � t W <A i r, trw •w .r1, ) i 'Aril"i 5LII