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HomeMy WebLinkAboutRALT-18-2184 / --- 'atiW City of Arcadia, CA ` `i Permrtroo,RALT182184 Development Services Department i r -' 2 " Permit Type Resldential Addition/Alteration 240 West Huntington Drive,Post Office Box 60021 r 1 t ; j Ig"" + 4 t F" WorkC.),,t . icatfon Res Remodel ' Arcadia,CA 91066-6021 V j L } .' S-rt�f--,,.',.,.S3,),,_:)-V-,.4, , G -. (626)574-5416 e-...(_ 't t Permit Status.,ssuedf ARCADIAIssueDae"'11/21/2018= Expiration: 05/20/2019 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 621 W Wistaria AVE Arcadia,CA 5785014050 Contacts HANSON,DAVID K AND BRENDA D TRS Owner FOUR SEASONS BUILDERS INC General Contractor(B) HANSON FAMILY TRUST 321 N PASS AVE 111,BURBANK,CA 91505 621 W WISTARIA AVE (818)929-9069 -Description:REMODEL KITCHEN,FAMILY,DINING, 2 BATHS, Valuation: $44,140.72 Tenant B LAUNDRY RM,REWIRE HOUSE,COMPLETE COPPER RE-PIPE, II NEW DRAINS,MAIN SEWER AND WATER LINE,CLOSE IN Total Sq Feet: 0.00 Plan Check St Plan n 3243. WINDOW,REPLACE WINDOW/DOOR WITH NEW SLIDER, *MEP INCLUDED' Fees. Amount Payments Amount Paid Bathtubs/or Combo $12.46 Total Fees $2,092.31 Building Issuing Fee $44.35 Cash/Receipt U REC-002966-2018 $2,092.31 Building Permit Fees $742.75 Amount Due: . $0.00 Building Plan Review Fee $482.79 Cal Green Plan Check $48.28 Clothes Washer $12.46 • 17,14-4-- �/' Dishwasher $12.46 / /,14-L —`(--/7 ' Electrical Permit Issuance Fee $44.35 / Energy Plan Review Fee $148.55 Fixture with Trap/Misc. $49.84 Garbage Disposal Fee $12.46 CALLS FOR INSPECTIONS Gas System(Outlets) $46.65 Request for inspection by telephone at 626-574-5450. Leave a message Green Building Standard $2.00 requesting the address,timeframe and what inspection item is needed. Install,Relocate Appliance Vent/Hood $9.38 Kitchen Sink $12.46 Laundry Trays $12.46 This permit/plan review expires by time limitation and becomes null and Lavatories $37.38 void if the work authorized by the permit is not commenced within 180 days Mechanical Permit Issuance Fee $44.35 from the date of issuance or if the permit is not obtained within 180 days New Residential Elect.(sq ft area) $170.24 from the date of plan submittal.This permit expires and becomes null and Plumbing Permit Issuance Fee $44.35 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 Sewer Connection on Property $31.16 Arcadia building inspector for a periodoaof 180 consecutive days. Total: $2,092.31 0 COMPLETED ---_- November 21,2018 suefi = : Date November 21,2018 Page 1 of 1 . PERMIT/PLAN REVIEW APPLICATION 4111* Development Services Department, 240 West Huntington Drive,Post Office Box 60021 o�-.alp nr"°° Arcadia, CA 91066-6021, (626) 574-5416, Fax (626) 447-9173 City of Arcadia LICENSED CONTRACO ' OWORKERS'COMPENSATION DECLARATION I heICEreby affiSErm under penalty ofTperRjurSy that I amDECLARATIlicensed under ,74 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 Fie Lice e No. G Exp. Date 3 13 t/Co 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. R-BUILDER DECLARATION 71}11 I have and will maintain workers'compensation insurance,as required by Section El hereby affirm under penalty of perjury that I am exempt from the Contractors 1/Y 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 carier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier r } demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number I\1 {—. LE for such permit to file a signed statement that he or she is licensed pursuant to the \v7) v 1 provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not a 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 roe forthwith comply with those provisions. property,rty, or my employees with wages as their so compensation,will do the work,and the structure is not intended or offered for / ( sale(Section 7044,Business and Professions Code:The Contractors License ate ll l 2f f g 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 a further information. ,s (Name n-n 1,5 > a A 2 'r Title fa 4 w 4- 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 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. `S\ignature ` � Date N72/ b0 NOTES Building Inspections Date Insp. Plumbing Inspections Date Insp. 100. Setbacks _ 210. Under fix/bldg.drain 101. Rough.&foaderms 211.2Copper uplumbing 3 102. Figs.8 forms 212. Rough plumbing Tom/ Z,-{(-G� rarniIG IAP5 103. Pre-slab 213. Rough gas , ,104. Floor joists 214. Shower pan 105. Steel 215. Water heater 106. GShear arint 216. Roof drainsgs 107. Shear nailing 217. Building sewer 108. Diaph nailing 218. Water service 109. Roof nailing / /p 19. Final gas 110. Framing 3-t$-49 0�{+��/ 220. Fixtures 111. Occ./Area Sept.Wall / 221. Final plumbing (-K`i96cty 112. Sound walls 222. Sewer cap/demo. 113. T-bar'rid 114. Insulation-Flr. Pool Inspections I Date Insp. 115. Insulation- 0. Excavation/steel 116. Insulation-Cell.l i/ 2 � r 411. Rough plumbing _ 117. Drywall nailing 3-26'47 2. UghtshelUbonding 118. Interior lath .5-22,47 ,d , 43. Underground conduit 119. Exterior lath 3-41-17 ,/ 244. P-trap 120. Finish grade 5. Gas line&test 121. Final building g-0-17 246. Fence,gates&signs 122. Final demo/lot clear 247. Pool heater 248. Final electric Electrical Inspections Date Insp. 249. Final•lumbin• 150. Power pole 250. Pool cover 151. Sales lot lighting 251. Pool final 152. Under•roundconduit 153. Underslab conduit Hereof Inspections I Date Insp. 154. UFER ground ZJ, .//,2270. Pre-reroof Insp. 155. Waugr ground G� / 71.2Shef athingframing a 156. Rough electrical 3-4$--49 • 272. Sheathing nailing 157. Fixtures 273. Final rerbof _ 158. G.F.C.I. 159. E••t.bonding Sign Inspections I Date Insp. 160. Service panela-� I �• SetbacWoverhang 161. Final electric ._ 9 rd.- Footing 282. ConduiVwirin• Mechanical Inspections Date Insp. ' 283. Disconnect 180. Venting/flue 284. Final sign 181. Furnace/A.C. / . 182. Rouch HVAC "'Asir Miscellaneous Insp. Date Insp. 183. Are dampers 290. Fire alarm 184. Furnace compartment 291. Underground supply 185. Combustion air 292. Are sprinklers 186. Smoke detectors 293. Monitor system 187. Metal F.P.rough 294. Hood dry chem. 188. Compressor setback 295. Final 189. Cemmerdal hood 190. Duct shaft Sewers&Offsite Insp. I Date I Insp. 191. Final mechanical - /' ,Pres 300. Lateral(main to P/L) 301. SaddleN Block Wall Inspections Date Insp. 302. Cess••ol filled 200. Footings 303. Sidewalk 201. Steel/mbar 304. Driveway 202. Grout lift 305. Curb replacement 203. Final wall 306. Trash bin KR STRUCTURAL ENGINEERING.INC 2753 Waverly Dr#403..LOS ANGELES,CALIFORNIA 90039 TEL (818)378-7173. kylerheepe@gmatl.wm Project Address Dates Project Name Single Family House Remodeling. Designed By KYLE Pages t Structural Calculations For Single Family House Remodel 621 W. Wistaria Ave Arcadia CA 91007 - Project`No . %&t 6 14‘,Y\taet Ca C.COWL'S - T • LCL\ttPN�� n �O,`1��1 �tiut�t ANC"A\ ' . P'S xciCt�aduti_`,ttt•:Jt�ct�tor�s of\\tt``attd ,`dttttt•" oic„-Oktt. a �: , Oa`t\�sc�h:t1 a\,````t 1p;i�\l``ti\ `. �::d\`tF \`t`r,,+:;t V' 1 tv' \,1C \tc .Int" 1•. \1:A1\4t 0%1A\thy''`t\\c:ta u\t\tt,.ttt:nt_e 1hhck\to WcVb tn) til• "c Noy,tr15, 2018 die 4 %6 p 4'0 J g2��\t�. y F% r. Sr47EoFCI' KR STRUCTURAL ENGINEERING,INC 2753 Waverly Dr#403,LOS ANGELES;CALIFORNIA 90039 TEL (818)378-7173. kylerheepe@gmail.cam Project Address Dates Project Name Single Family House Remodeling. I Designed By I KYLE Pages CONTENTS 1. Design Load 1 2. Framing Design (ROOF FRAMING PLAN) 2/v4 3. Foundation Design 5N9 F KR STRUCTURALENGINEERING.;10,; , Site add.: 621 W. Wistaria Ave 2753 Waverlynr#403 -7!" H Arcadia, CA 91007 Los Angeles,:CA:90039 . Engineer: Kyle Rhee TEL,(818)1378:.:7178t'EMAIL:: kylerhee0e@grnairdom Es, Job# 2018.401 Gravity Loading Calculations: psf psf Roof: Roofing 7 Framing: 2.5 . Plywood Sht'g: 2.5 Misc.Load: 1 1 Insulation: 1 Roof DL: 14 psf Roof LL: 20 psf Ceiling: Framing: 2.5 Insulation: 1 Drywall: 1.5 Misc.Load: 1 Ceilihg DL: 6 psf Ceiling LL: 10 psf Floor: Flooring: 5 Framing: 3 Plywood Sht'g: 2.5 Misc.Load: 1.5 Drywall: 3 FLR DL: 15 psf FLR LL: 40 psf Exterior Walls: Stucco 10 Framing: 2 Plywood Sht'g 1.5 Misc.Load: 0.5 Drywall: 3 Insulation 1 18 psf Interior Walls: Drywall Shtg 6 Instilition 1 Framing 2 Misc. Load 1 Pwi: 10 psf FLOOR JOIST - n2 SDS• F.J. - �! '� Iz• 12 -t-C CJ'37 : : : //6. P Ute ' . .. . � . :� : �b: A 'i�, iia ° FJ. - a72.....5_ - • ri J •• , p ' - / P ... . 4 1 e , I. . :00 _ iitzfr;tel :.= .. 46n ; _ : ::.1`.g o' : . : . - 9 : /b°- PAF: �,� SQ-t. . . F.J. : • .. : .,..:. -q.. '. , - .. � (° L12 ')..! - 'i3.5 ( . :., 1 c .:7.)4 :. c�- -- ,. 2 +. : 4 ; •: F.J. i. - . • I • , Title-plock Line 1 Project Title: 3 ` You can change this area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title Block Line 6 Printed:16 NOV 2018,10:31PM Ie=Clershongku%KRSTRU-1Projects@018@01840-1:WSCALCt2e18.40t.ec8Multiple Simple.Beam Software copyright ENERCALC,INC.1983.2018,Build:10.18.10.31 . Lie;ft:KW-06010222 Licensee:KR STRUCTURAL ENGINEERING Description : Wood Beam Design : CB-1 I. Calculations per NDS 2016,IBC 2015,CBC 2016,ASCE 7-10 BEAM Size.: 4x6,Sawn, Fully Unbraced Using Allowable Stress Design with'ASCE 7-10 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.1 Fb-Tension 1000 psi Fc-Prll 1500 psi Fv 180 psi Ebend-xx 1700ksi Density 31.21 pcf Fb-Compr 1000 psi Fc-Perp 625 psi fl 675 psi Eminbend-xx 620 ksi Applied Loads Unif Load: D=0.1160, Is=0.180, L=0.01330 kilt,Trib=1.0 ft Design Summary -D(o 116o).Lr(o 180)L(0.01380) Max fb/Fb Ratio = 0.558; 1 � fb:Actual: 905.82 psi at 3.000 ft in Span#1 a' f;p frg -44 t,�„ ,._" ,y, „, _.`y,,h Fb`.Allowable: 1,622.17 psi Load Comb +D+Lr+H 4. 4x6 4 Max fv/FvRatio= 0.262: 1 6:0 B fv:Actual: 59.05 psi at 5.560 ft in Span#1 F -- -- Fv --Fv:Allowable: 225.00 psi Load Comb.: +D+Lr+H Max Deflections Max Reactions (k) 2 1, Lr s w E LI Transient Downward 0.064 in Total Downward 0.105 in Left Support 0.35 0.04 0.54 Ratio 1125>360 Ratio 684 >180 Right Support 0.35 0.04 0.54 LC:Lr Only LC:+D+Lr+H Transient Upward 0.000 in Total Upward 0.000 In Ratio 9999 Ratio 9999 LC: LC: Wood Beam Design : CB-2 Calculations per NDS 2015,.IBC2015,CBC 2016,ASCE 7-10 BEAM Size: 5.25x11.875, Parallam PSL, Fully Unbraced Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending Wood Species:,Trus Joist Wood Grade: Parallam PSL 2.0E Fb-Tension' 2900 psi Fd-PrIl 2900 psi Fv 29D psi Ebend-xx 2000 ksi Density 45.07pcf Fb-Compr 2900 psi Fc-Perp 625 psi Ft 2025 psi Eminbend-xx 1016.535 ksi Applied Loads Unif Load: D=0.0920, L=0.1530 k/ft,Trib=1.0 ft Unif Load: D=0.0960, Lr=0.160 kRl,Trib=1.0 ft Point: D=0.350, Lr=0.540, L=0.040k@4.0ft Point: D=0.840, Lr=1.40k@12.0ft - - Design SummaN -. - - __ Max fb/Fb Ratio = 0.662; 1 __ _ . [_,_--_.-f5f0. {d°L'F@7_ fb:Actual: 2,393.10 psi at 10.080 ft in Span#1 ` Fb:Allowable: 3;616.70 psi Load Comb: +D+0.750Lr+0.750L+H .4 5.25x11.875 • :41:- Max ,Max fv/FvRatib= 0.321 : 1 18.0 ft fv:Actual: 116.29 psi at 17.040 ft in Span#1 F---- -'--' - --- -'-`- -- -` -H Fv:Allowable 362.50-psi Load Comb: +D+0.750Lr+0.750L+H Max Deflections Max Reactions (k) 2 I Lr S vv E Li Transient Downward 0.480 in Total Downward 0.988 in Left Support 2.24 1.41 2.33 Ratio 450>360 Ratio 218 >180 Right Support 2.33 1.39 2.49 LC:Lr Only C:+D+0.750Lr+0.750L+H Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999. Ratio 9999 LC: LC: • I Ting Block Line 1 `' Project Title: 9— ' You can'change ttlis area Engineer: using the"Settings"menu item Project ID: and then using the"Printing& ProjectDescr. Title Block"selection. Title Block Line 6 Printed:16 NOV 2018,10:31PM Multiple Simple Beam - XRSTR File=c:wsetsTongkuu-11Prcjects@018@01840-;.wjs1CALc12ola.4o1.ece . P - p Software.copyright ENERCALC,lNC.1983-2018,Build:10.18.10.31 . Lic.tt:KW-06010222 Licensee:KR STRUCTURAL ENGINEERING Wood Beam Design : HDR-1 Calculations per NDS 2015,IBC 2015,CBC 2016,ASCE 7-10 BEAM Size: 3.5x9.25,Parallam PSL, Fully Unbraced ' Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending Wood Species: Trus Joist Wood.Grade: Parallam PSL 2.0E Fb'Tension 2900 psi Fc-Prll 2900 psi Fv 290 psi Ebend-xx 2000 ksi Density 45.07 pcf Fb-Compr 2900 psi Fc-Perp 625 psi Ft 2025 psi Eminbend-xx 1016.535 ksi Applied.Loads Unit Load: D=0.080, Lr=0.120, L=0.01330 kilt,Trib=1.0 ft Point: D=2.330, Is=2.490, L=1.390 k(al,2.670 ft Design Summary 1 Max kiln)Ratio = 0.775. 1 __ I oto.oeol Lr(0.120)L(0.01330)_^- fb:Actual: 2,807.17 psi at 2.692 ft in Span#1 - - 4__ _ Fb:Allowable: 3,620.18 psi Load Comb: +D+0.750Lr+0.750L+H ` 3.5x9.25 iftb Max fv/FvRatio= 0.573: 1 9.50 ft fv:Actual: 207.82 psi at 0.000 ft in Span#1 _ — __ _1 Fv:Allowable: 362.50 psi Load Comb: {{' +D+0.75OLr+0:750L+H Max Deflections Max Reactions tk) 2 k Lr S W E N Transient Downward 0.176 in Total Downward 0.341 in Left Support 2.06 1.06 2.36 Ratio , 649 Ratio 334 >180 Right Support 1.03 0.45 1.27 LC:Lr Only C:+D+0.750Lr+0.750L+H Transient Upward 0.000 in TotalUpward0.000 in Ratio 9999 Ratio 9999 LC: LC: • t Cla rfl PROJECT NO. �Vo.[x---v[AlClkall_^►7'jSJJ4tW" pb . 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I L_1-!CI� -• I I I I I_�i f- 1 __ _-f-, ( t-1 T �i—I-i f 1 1 ----i 1 i 1 -, i i i _ � i-i- i ! -! I H l 1 1_ _,-.- j I 1 I I 1111 1 1 I I I l III _iI f I I 1 I I I __I I I I I I Title Block Line 1Project Title: '6 ' You can change this'area Engineer: using the'Settings'menu item Project ID: and then using the'Printing& Project Descr: Tile Block'selection. - Title Block Line 6 Printed:16 NOV 2018,10:33PM General Footing Ede=CsuserstangkuucRSTRu-11Protec812021.20i ,.vnsrcuci2o18ao1.ec6. , g - .Software copyright ENERCALC,INC.19832018,Budd:10.181Q.31 •Lia.#;KW-06010222 _ Licensee:KR STRUCTURAL ENGINEERING Description: Ft Code References . Calculations per ACI 318-14, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-10 General Information Material Properties Soil Design Values f c:Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy:Rebar Yield, = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete blastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 rp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Fooling base depth below soil surface = 0.0 ft_ Min Steel%Bending Reinf. = Allow press.increase per fool of depth = 0.0 ksf Mm Allow%Temp Rein!. = 0.00180 when footing base is below = 0.0 ft Min.Overturning Safety Factor = 1.0:1 Min.Sliding Safely Factor = 1.0:1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use fig wt for stability,moments&shears Yes = 0.0 ksf when max. Add Pedestal WI for Soil Pressure No length or width is greater than = 0.0 ft Use Pedestal wt for stability,mom&shear No Dimensions Width parallel to X-X Axis = 1.50 ft Length parallel to Z-Z Axis = 1.50 ft Fooling Thickness = 18.0 in Pedestal dimensions... { px:parallel to X-X Axis = 0.0 in _ pz:parallel to Z-Z Axis = 0.0 in I Height = 0.0 in2,1: Rebar Centerline to Edge of Concrete... , at Bottom of(opting = 3.0 In - Reinforcing , - Bars parallel to X-X Axis Number of Bars = 3 Reinforcing Bar Size = # 4 ' r L- -2 Bars parallel to Z-Z Axis ,/ c>, �" , f Number of Bars = 3.0 a `""r'• g as 2„ r: �4....,-W.---=!,11 a; Reinforcing Bar Size = # 4 ,- s,, Bandwidth Distribution Check (ACI 15.442) ?°4a!r� - 7- Direction Requiring Closer Separation ti 1j% n/a es: #Bars required within zone n/a #Bars required on each side of zone n/a " " '°�D to°z """ '` Applied Loads D Lr L S W E H P:Column Load = 0.350 0.540 0.040 0.0 0.0 0.0 0.0 k 'OB:Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf M-xx = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft Mn = 0.0 0.0 0.0 0.0 0.0 0.0 _ 0.0k-#___ V-x = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 kT V-z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k • I, Title Block Line 1 Project Title: ' You can Change this area Engineer: using the'Settings'menu item Project ID: and then using the'Printing& Project Descr: Title Block'selection. Title Block Line 6 Primed:16 NOV 2018,10:33PM General,Footing Fde=CCUsersth gluN62STRU-11Prgects1201Bm2o184o ;.wlSlcALa2o18.A0Lec6. _ Software copyright ENERCALC,INC.199320Ie,BuBd:18.18.10.31 Lib.# KW-0601')222 Licensee: KR STRUCTURAL ENGINEERING Description: Fl DESIGN SUMMARY Design OK Min.Ratio item Applied Capacity Governing.Load Combination PASS 0.4087 Soil Bearing 0.6131 ksf 1.50 ksf +D+Lr about Z-Z axis PASS Na Overturning-X-X O.0k-ft 0.0 k-ft No Overturning PASS Na Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS Na Sliding-X-X 0.0 k 0.0 k No Sliding PASS Na Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS Na Uplift 0.0 k 0.0 k No Uplift PASS 0.006233 Z Flexure(+X) 0.1630 k-ftilt 26.153 k-MUft +1.200+1.60Lr+0.50L PASS 0.006233 Z Flexure(-X) 0.1630 k-ft/ft 26.153 k-ftlft +1.200+1.60Lr+0.50L PASS 0.006233 X Flexure(+2) 0.1630 k-ft/ft 26.153 k-fl/ft +1.200+1.60Lr+0.50L PASS 0.006233 X Flexure(-Z) 0.1630 k-(Ufl 26.153 k-Nft +4.20D+1.60Lr+0.50L PASS Na 1-way Shear(+X) 0.0 psi 75.0 psi nla PASS 0.0 1-wayShear(-X) 0.0 psi 0.0 psi Na PASS n/a 1-way Shear(+Z) 0.0 psi 75.0 psi Na PASS Na 1-wayShear(-Z) 0.0 psi 75.0 psi Na PASS nla 2-way Punching 0.4266 psi 75.0 psi +1.20D+1.60Lr+0.50L Detailed Results Soil Bearing Rotation Axis& , Xecc Zeno Actual Soil Bearing Stress©Location Actual I Allow Load Combigatlon... Gross Allowable (in) Bottom,-Z Top,+Z Leit,-X Right,+X Ratio X-X.D Only 1.50 Na 0.0 0.3731 0.3731 n/a Na 0.249 X-X.+D+L 1.50 nla 0.0 0.3908 0.3908 Na Na 0.261 X-X.+D+Lr 1.50 n/a 0.0 0.6131 0.6131 n/a Na 0.409 X-X.+0+0.750Lr+0.750L, 1.50 Na 0.0 0.5664 0.5664 nla Na 0.378 X-X.+D+0.750L 1.50 Na 0.0 0.3864 0.3864 n/a Na 0.258 X-X.+0.600 1.50 nla 0.0 0,2238 02238 n/a Na 0.149 Z-Z.0 Only 1.50 0.0 Na Na Na 0.3731 0.3731 0.249 Z-Z.+D+L 1.50 0.0 Na nla Na 0.3908 0.3908 0.261 Z-Z,+D+Lr 1.50 0.0 n/a Na nla 0.6131 0.6131 0.409 Z-Z.+0+0.750Lr+0.750L 1.50 0.0 Na nla Na 0.5664 0.5664 0.378 Z-Z.+0+0.750L 1.50 0.0 Na nla nla 0.3864 0.3864 0.258 Z-Z.+0.60D - 1.50 0.0 Na Na n/a 0.2.238 0.2238 0.149 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Fooling Has NO Sliding I, The Block Line 1 Project Title: //�, You can change this area Engineer: v using the'Setllngs'jnenu item Project ID: and then using the'Printing$ Project Descr: Title Block'selection. Title Block Line 6 Printed:16 NOV 2018,10:33PM Gefleralfooe- - Edie.=ONserslhongloAKRSTRU-11Projects120181201840-1.wisscw2Q18:ao1:ec6 9 Sofxareworth!ENERCAI.C.INC.1g&12018,Bw1d:10.1&10.31. Lie.# KW-06010222 - Licensee:KR STRUCTURAL ENGINEERING Description: F2 Code References Calculations per ACI 318-14, IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf SoillConcrele Friction Coeff. = 0.30 p. Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 0.0 ft Min Steel Bending Rein!. = Allow press.increase per foot of depth = 0.0 ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = 0.0 fl Min.Overturning Safety Factor = 1.0 :1 Min.Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Ftg Wt for boil Pressure Yes Allowable pressure increase per foot of depth Use fig wt for thabilily,moments&shears Yes = 0:0 ksf when max. Add Pedestal WI for Soil Pressure No length or width is greater than 0.0 ft Use Pedestal wt for stability,mom&sheaf No Dimensions Width parallel to X-X Axis = 2 ft z Length parallel to Z-Z Axis = 2 ft Footing Thickness = 18.0 in - ' , t Pedestal dimensions... px:parallel to X-X Axis = 0.0 in pz:parallel to Z-Z Axis = 0.0 in F , k Height = 0.0 in '"'` Rebar Centerline to Edge of Concrete... r 1, a. al Bottom of footing = 3.0 in } o Reinforcing I ra Bars parallel to X-X Axis Number of Bars = 4 - Reinforcin Bar Size = # 4 r'r � f 2.,.: .r Bars parallel to Z-Z Axis _.��� ` . r , "- - Number of Bars = 4 ' et--0",,,:a •.: Reinforcing84 Size = # 4 a : ; ,. "" t Bandwidth Distribution Check (ACI 15.4.4.2) 4-‘,.4.1123.S..4011- ^ "' .. ° Direction Requiring Closer Separation r -;giraVIA'x„--4 1{ ^r$0 �R n/a H Ua3en ao' ; . ) nom'...'"` a w .,-- ogi, -if. #Bars required within zone n/a X-X Section Looking y,= #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 2.24 2.330 1.410 0.0 0.0 0.0 0.0 k OB:Overburden = 0.0 0.0 0.0 0:0 0.0 0.0 0.Oksf M-xx = 0.0 0.0 0.0 0.0 0.0 0.0 0,0 k-ft Mzz = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft V-x = 0.0 0.0 0.0 0:0 0.0 0.0 0.0k V-z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k TWUeiBlock Line 1 Project Title: (�, You can changethis-area Engineer: L( using the'Settings'menu item Projeect ct ID: Dann and then using the'Printing& Title Block'selection. Title Block Line 6 Printed;16 Nov 2018.10:33PM General Footin We=C:wsersvarsgku1KRSTRU-IIProiecls120181201840.1.w181CALC12016.401.-ec6. g .. Software•;. rht ENERCALC,INC.19832018,Build:10.18.10.31 . Lic.#:KW-06010222 Licensee: KR STRUCTURAL ENGINEERING Description: F2 DESIGN SUMMARY Desi.n OK Min.Ratio Item Applied ,Capacity Governing Load Combination PASS 0.9860 Soil Bearing 1.479 ksf 1.50 ksf +0+0.750Lr+0.750Labout Z-Zaxis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS Na Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS • n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS 1 n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0.k No Uplift PASS 0.03404 Z Flexure(+X) 0.8901 k-fUft 26.153 k-ftlft +1.20D+1.60Lr+0.50L PASS 0.03404 Z Flexure(-X) 0,8901k-fUft 26.153k-ftlft +1.200+1.60Lr+0.50L PASS 0.03404 X Flexure(+Z) 0.8901 k-fUft 26.153 k-fUft +1.20D+1.60Lr+0.50L PASS 0.03404 X Flexure(-2) 0.8901 k-ft/ft 26.153 k-fUft +1,200+1.60Lr+0.50L PASS Na 1-way Shear(+X) 0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear(-X) 0.0 psi 0.0 psi Na PASS n/a 1-way Shear(+Z) 0.0 psi 75.0 psi n/a PASS Na 1-way Shear(-Z) 0.0 psi 75.0 psi Na PASS Na 2-way Punching 4.871 psi 75.0 psi +1,200+1.60Lr+0.50L Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress Location Actual I Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X.D Only 1.50 nla 0.0 0.7775 0.7775 Na Na 0.518 X-X.+D+L 1.50 Na 0.0 1.130 1.130 Na Na 0.753 X-X.+D+Lr 1.50 nla 0.0 1.360 1.360 nla nla, 0.907 X-X.+0+0.750Lr+0.750L 1.50 Na 0.0 1.479 1.479 nla Na 0.986 X-X.+0+0.750L 1.50 nla 0.0 1.042 1.042 nla nla 0.695 X-X.+0.600 1.50 Na 0.0 0A665 0.4665 n/a Na 0.311 Z-Z.D Only 1.50 0.0 nla n/a n/a 0.7775 0.7775 0.518 Z-Z.+D+L 1.50 0.0 n/a n/a Na 1.130 1.130 0.753 Z-Z.+D+Lr 1.50 OM n/a Na n/a 1.360 1.360 0.907 Z-Z.+D+0.750Lr+0250L 1.50 0,0 n/a Na Na 1.479 1.479 0.986 Z-Z.+0+0.750L $ 1.50 0.0 nla Na Na 1.042 1.042 0.695 Z-Z.+0.600 1.50 0.0 n/a Na n/a 0.4665 0.4665 0.311 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status ' Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding I A.194:. City of Arcadia, CA Permit No EIeC 19-0423 gf} ro Development Services Department �j Permit Type Electrical �,fµ 240 West Huntington Drive,Post Office Box 60021 '' + Arcadia,CA 91066-6021 - tri., ork Classificotfon:flet Servlce.Change' (626)574-5416 - - - - — Permit$tatu$Llssued' ARCADIA _03/04 /2019 Expiration: 08/31/2019 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 621 W Wistaria AVE Arcadia,CA 5785014050 Contacts HANSON,DAVID K AND BRENDA D TRS Owner SUPERB ELECTRIC INC' Contractor HANSON FAMILY TRUST 2002 ROSITA AVE,BURBANK,CA 91504 621 W WISTARIA AVE (818)455-9293 Description:200 AMP PANEL UPGRADE Valuation: $ 0.00 Tenant Total Sq Feet: 0.00 Plan Check# Plan if Fees Amount Payments Amount Paid Electrical Permit Issuance Fee $47.01 Total Fees $64.49 Residential Services up to 400 amps $16.48 Cash/Receipt#REC-00548-19 $64.49 Solid Waste Management Fee 2 $1.00 Amount Due: $0.00 Total: $64.49 Cr#4 icy A44 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. n COMPLETED ri ' March 04, 2019 Issued By: Date March 04,2019 Page 1 of 1 • AR Oluoavr,<, ,• 1 PERMIT/PLAN REVIEW APPLICATION qa ail 1,' Development Services Department,240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173 City of DCo z9 i z 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 y license is in fill forceid e'- t.1. ❑ I have and will maintain a certificate of consent to self-insure for workers' • License Class - Nr. i a xp. Dateig,311/I7 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 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.My workers'compens1�afi+op insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier do l e demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number for such pemrit to file a signed statement that he or she is licensed pursuant to the I (This section need not be completed if the permit is for one hundred dollars or less) provisions of the Contractors License Law(Chapter 9(commencing with Section 7000)of Division 3 of the Business and Professions Code)or that he or she is 0 I certify that in the performance of the work for which this permit is issued,I shall exempt there from and the basis for the alleged exemption.Any violation of 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, forthwith comply with those provisions. or my employees with wages as their sole compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Dare 3/4142Signa 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: I. 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./ — . ame et /Ya26t C.. Title _ (i` 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 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. Signature 4. / ? ,/Date )/Y//Y'/J i.� f