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HomeMy WebLinkAboutRALT-19-0987 4 Permit No RALT 19 0987 � ''' City of Arcadia, CA '� w . � �cs Development Services Department K tr �—tPermitType Residential Addition/Alteration j 240 West Huntington Drive,Post Office Box 60021 3 - >`f `� e _ C a Ill i,:;._..,,,,,,7 .:1 ; I ; I WorkClassification;Res-Addition/Alteration Arcadia,CA 91066-6021 �,, � ( + . , a <,r (626)574-5416PermitStatus:Issued ARCADIA Issue Date 06/26/2019'' Expiration: 11/24/2019 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1201 Valencia WAY Arcadia, CA 5771029016 Contacts CHRIS CHOE Owner BASIS ENGINEERING Applicant 1201 VALENCIA (213)385-0080 EMAIL@BASISINC.NET WOORI GENERAL CONSTRUCTION INC Contractor 710 E SAN JOSE AVE A,BURBANK,CA 91501 (213)494-1512 938543 Description:VOLUNTARY SEISMIC RETROFIT UPGRADE Valuation: $ 30,000.00 Tenant Total Sq Feet: 0.00 Plan Check#19-987 Plan# Fees Amount Payments Amount Paid Building Issuing Fee $47.01 Total Fees $1,004.99 Building Permit Fees $551.50 Cash/Receipt#REC-01644-19 $610.66 Building Plan Review Fee $358.48 Cash/Receipt#REC-01314-19 $394.33 Cal Green Plan Check $35.85 Green Building Standard $2.00 Amount Due: $0.00 Solid Waste Management Fee $6.25 Strong Motion Inst.Program Res $3.90 • Total: $1,004.99 GL-- FINA--(.. 107' 70 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. (*I D . / June 26, 2019 Issued By: Date June 26,2019 Page 1 of 1 U�4 F %oFc9�9 . . PERMIT/PLAN REVIEW APPLICATION • ?IIiC--- 'yam o• -441,-*, ,, Development Services Department,240 West Huntington Drive,Post Office Box 60021 m-°"aity.tr 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, nd my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class License No. Signature of Contractor t Exp. Dat€ 31/ compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. R OWNER-BUILDER DECLARATION 4111W ❑ 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 NA' - demolish,or repair any structure,prior to its issuance,also required the applicant I 7 1 ()_) for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number ``''ll -T C'3� 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 ❑II 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, shall 1:1I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. _ compensation,will do the work,and the structure is not intended or offered for —/^ Or • sale(Section 7044,Business and Professions Code:The Contractors License Date v Signature Law does not apply to an owner of property who builds or improves thereon, Ilf or who does such work himself or herself or through his or her own - - -- employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this,permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality.Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909)396-2000 for further information. ame l 4!:7V•\S(3,0 k---Q-e_ Title PRINT NAME certify that I have read this application and state that the above information is co ct 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-is i• 'I-rm-pro a"'--ty for./:I ection purposes. \inature Date I . - C)58') NOTES Building Inspections Date Insp. Plumbing Inspections Date Insp. (240( Vat-L, 100. Setbacks 210. Under fir./bldg.drain 101. Rough grade 211. Copper underslab 102. Figs.&forms 212. Rough plumbing 510 r u N�Cep f t`A r' iijveD• 103. Pre-slab 213. Rough gas 104. Floor joists 214. Shower pan /o LZ-/9 t/AviM /,) gl.orc' �j��✓rv.l� 105. Steel 215. Water heater 2 q(• 20 () ,Nir6)24011. Pot) vlof')j',P�) 106. Grout lift 216. Roof drains 107. Shear nailing 217. Building sewer AP/Lod a • 108. Diaph nailing 218. Water service 109. Roof nailing 219. Final gas 110. Framing 220. Fixtures 111. Occ./Area Sept.Wall 221. Final plumbing 112. Sound walls 222. Sewer cap/demo. 113. T-bar grid 114. Insulation-Flr. Pool Inspections Date Insp. 115. Insulation-Wall 240. Excavation/steel 116. Insulation-Cell. 241. Rough plumbing 117. Drywall nailing 242. Light shell/bonding 118. Interior lath 243. Underground conduit 119. Exterior lath 244. P-trap 120. Finish grade 245. Gas line&test 121. Final building N•i�,Zo �� 246. Fence,gates&signs 122. Final demo/lot clear 247. Pool heater 248. Final electric Electrical Inspections Date Insp. 249. Final•lumbing 150. Power pole 250. Pdol cover 151. Sales lot lighting 251. Pool final 152. Underground conduit 153. Underslab conduit Reroof Inspections Date Insp. 154. UFER ground 270. Pre-reroof insp. 155. Water ground 271. Roof framing 156. Rough electrical 272. Sheathing nailing - 157. Fixtures 273. Final reroof 158. G.F.C.I. 159. ES t.bonding Sign Inspections I Date I Insp. 160. Service panel 280. Setback/overhang 161. Final electric 281. Footing 282. Conduit/wirin. Mechanical Inspections ' Date Insp. 283. Disconnect 180. Venting/flue 284. Final sign 181. Furnace/A.C. 182. Rouch HVAC Miscellaneous Insp. I Date I Insp. 183. Fire dampers 290. Fire alarm 184. Furnace compartment 291. Underground supply 185. Combustion air 292. Fire sprinklers 186. Smoke detectors 293. Monitor system 187. Metal F.P.rough 294. Hood dry chem. 188. Compressor setback 295. Final 189. Commercial hood 190. Duct shaft Sewers&Offsite Insp. Date I Insp. 191. Final mechanical 300. Lateral(main to P/L) 301. Saddle/Y Block Wall Inspections Date Insp. 302. Cess.00l filled 200. Footings 303. Sidewalk 201. Steel/rebar 304. Driveway 202. Grout lift 305. Curb replacement 203. Final wall 306. Trash bin ~ rII ®a 5ANGELES REGIp.. -. SLA nv� ®BS Los Angeles Regional Uniform L,AR U CP DEPARTMENT OF BUILDING AND SAFETY Code Program ``'N"pRM cooE Pao.RP' STRUCTURAL OBSERVATION REPORT FORM STRUCTURAL OBSERVATION means the visual observation of the structural system, for general conformance to the approved plans and specifications,at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspections required by Section 108, 1701 or other sections of the code. Report No. _Lb_This report includes all construction work through day of ce.}7-e_ , 2019 Page No. of Project Address: /���"'/yL � � Structural 9b , rver of Record SOR):1Phone No.of SOR: k•'Yt° ( V - • Building Permit No.: . Structu�er�ation pe o ed by: 'of 'Observer: Phone No.of Observer: OBSERVE STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR ELEMENTS/CONNECTION 1 OBSERVATION LOCATION ooting, Stem Walls, ❑Concrete ❑Steel Moment Frame ❑Concrete iC/\ ❑ Mat Foundation ❑Masonry ❑Steel Braced Frame ❑Steel Deck Cl A " ❑Caisson, Piles, Grade ❑Wood ❑Concrete Moment ❑ Wood L Beams Frame ❑ Retaining Foundation ❑Others: El Masonry Wall Frame ❑Others: Hillside Special Anchors 0 Others: ❑ Others: NOTED DEFICIENCIES with the proposed corresponding corrective actions with respect to general conformance with the approved plans or in the load path: (A final report by the structural observer which states that all observed ' ,deficiencies have been resolved is required before acceptance of the work by the building officials.) 111AAri/CAVr, 014/14Jt)a-2L-' (7. -ef-- 4 )-c,67611.-u_. T4. &,/ _ ., y\\ I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE: 1. I AM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE ' CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS • = ,1. OF THE CITY OF LOS ANGELES. „,„„•,-`?\;,'(.11,S:: :, 2. I,OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER `;% ,� x- i. ,,j ' ter;;'\:r'..�.,, MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH r..1,?/ \.,,.-1?",-,;$, SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL / z CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; , 14� sct, LO::i ;; -,' 3. ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED :\�` "y� ' ABOVE; s,°\:\'`+;, : ,I,. 4+. r.1�` 4. I RECOMMEND THAT ACCEPTmCE OF THE ST-, CTURAL SYSTEMS BY THE CITY OF LOS '"'i.-' ,:i',, ` ANGELES BE WITHH o T ALL OBSERV- I ICIENCIES ARE CORR CT ,•-• /OPP SIGNATURE OF STRUCT -' •BS RVER 7A E STAMP OF STRUCTURAL OBSERVER) IN/Form.08(Part 1)(Rev.1/1/2007) www.ladbs.org y' 5�GELES R ''..6pfp SLA " © rpBS Los Angeles Regional Uniform LAR! CP' "% OEPARTMENYbF'@UILDINGANDSAFETY= :' :. �` ,, ;', -erode Program... �Ra��p�;�' STRUCTURAL OBSERVATION REPORT FORM STRUCTURAL OBSERVATION means the visual observation of the structural system, for general conformance to the approved plans and specifications,at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspections required by Section 108, 1701 or other sections of the code. Report No. This report includes all construction work through 1-1 day of 0 CT 9 , 20 19 Page No. / of / Project Address: Structural Observer of Record(SOR): Phone No.of SOR: I2ol Y -A wlq Art-civ C-A- //Air 04 '2-15-3er=- Building Permit No.: Structural Observation performed by: Profession Ic./Reg.No.of Observer: Phone No.of Observer: fah (W./ (74s---)1 -2-15-2753r= OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR ELEMENTS/CONNECTION ,g ATION LOCAT,1`1.1 ea Footing,Stem Walls, 0 Concrete 0 Steel Moment Frame 0 Concrete 01/41176/7/41 0 t Foundation ❑Masonry 0 Steel Braced Frame 0 Steel Deck ❑Caisson, Piles,Grade ❑Wood ❑Concrete Moment 0 Wood k.t fr5 ft Beams Frame ❑ Retaining Foundation ❑Others: ❑Masonry Wall Frame ❑Others: Hillside Special Anchors ❑ Others: 0 Others: NOTED DEFICIENCIES with the proposed corresponding corrective actions with respect to general conformance with the approved plans or in the load path: (A final report by the structural observer which states that all observed deficiencies have been resolved is required before acceptance of the work by the building officials.) UIUffi ' fOVM17A=1`'-�4 5-22-Z----46t- (?Z-1541A- ° 6 is I I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE: 1. I AM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE / ^',', 7:`'`:� CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS //�O„..-7-,,,,'--,„7-'.,•-',_-,)•..,, ` ,�' OF THE CITY OF LOS ANGELES. f r' -` •'i'-'; M\ 2. I,OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER �.t n C7 1.9 , MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH a 1\10 5:14:73;20 I n I SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL ` Exr� �t//;i� CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; *` rl. \�� Cr 3. ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED \;'9�•J ::%,•;,' ABOVE; .NIIIIM ,1; k . : 4r>;#RECOMMEND TJIATACCEPTANCEOFvTHE,STRUCTURAL.SYSTEMS=BY THE CITY OF LOS- - -^ ,,h , x••R, *'''...-4 < g= '4 ANGELES BE TIL LL OBSERVED DEFICIENCIES ARE CORRECTED. . f tro(1.-v(4) SIGNATURE OF STRUCTU BSER DATE STAMP OF STRUCTURAL OBSERVER) IN/Form.08(Part 1)(Rev.1/112007) L Imo, SPECIAL INSPECTION REPORT CITY OF ApcA DEPARTMENT OF BUILDING AND SAFETY I BUILDING INSPECTION DATE OF THIS CERTIFICATE: 0 l I[�. ADDRESS OF BUILDING : I VAL I L *( PERMINT NUMBER: R4LT- 19-- ��� YEAR : 01 TO THE SUPERINTENDENT OF BUILDING :CI*INSPECTOR : rfp I hereby certify thatfollowing portions of the work atthe above address which required required inspection,and which I was employed to inspect,were inspected by me and comply with the provisions of the Building Code applicable thereto: Type of inspection: [ ]Masonry [ ]Debar Placement [ ]Concrete Placement [ ]Welding Drilled-in Anchor [ ]Sprayed Fire-Resistant Materials [ ]Wood [ ]Gunite/Shotcrete [ ]Prestressed Concrete [ ]Methane [ I Other Description of Work Inspected �. VISUAL IKIs*Zi01,1 I17=17 /rT () [k(L*2 iF .: . P r; L -- ._. . CO A-A- _lid NIMMENTO f p'LW (tilt ' 7 Ti c- ftp_► 4 et L HbI-Lc ai1A112 13,LLCV gr16.b Time Arrived I I'1/4.:41-h Timet • % cani Registration No. I I`? Independent Signature: Tony Yang&Associates,CO Print Fun Name: 0-1Y\0001 Cell Phone Number: ( p) o G e az— E-Mail Address:tyinspection@yahoo.com SPECIAL INSPECTION REPORT CITY OF Apice4 Dt - DEPARTMENT OF BUILDING AND SAFETY/BUILDING INSPECTION DATE OF THIS CERTIFICATE: 10/l /�cjC ADDRESS OF BUILDING : J/AL J4cIA WA( PERMINT NUMBER : RL_T.- 19 ,[`q 7-7 YEAR : q TO THE SUPERINTENDENT OF BUILDING : CITY INSPECTOR : I hereby certify thatfollowing portions of the work atthe above address which required required inspection,and which I was employed to inspect,were inspected by me and comply with the provisions of the Building Code applicable thereto: Type of inspection: [ ]Masonry [ IRebar Placement [ ]Concrete Placement [ ]Welding N'f Drilled-in Anchor [ ]Sprayed Fire-Resistant Materials [ ]Wood [ I Gunite/Shotcrete [ ]Prestressed Concrete } [ ]Methane [ I Other Description of Work Inspected . sW414) CRI) tlu. it-1 t y' hbW_k_ 1 hxt54-nkigi- rocli-117A-111\14 rf//�• hI�)Pr(tN4 ('_ c r N,. -1I- wJt I, palet: plzu*2 .b , L'► 'K (13) t4&- carp sk Time Arrived NITime t. • Registration No. (t..41-1n,,---0 Independent Signature: Tony Yang&Associates,CO Print Full Name: 1` Cell Phone Number: E-Mail Address:tyinspection@yahoo.com R.1324' CF.F32'•6 _ PROPERTY UNE __ __ _ _ AREA OF WORK - " " " " ' • " • . . . . . . . . . . . . . . . . . . . • • • • • • • " - • * " • • . . . . . . . . . . . . . . . . - . . • . . . . . . . . . . . . - • • - - • - • - - • - • • - (E)SINGLE RESIDENTIAL ‘16 • • • • - - • • • • • - - - • - • • • - • - - • . . . . . • - . . . . . . • • - • - - - - • rs• • • - - • • • - • • • • - • - • • - - • - - • - - - - - • • - • — • • • - • . . . . . • • • - • • — - DRIVE WAY • - • • - • • • - - • • - a PROPERTY LINE Foundation Retrofit 1354 S Stanley Ave.,Los Angeles CA 90019 1/8 Foundation Retrofit 1201 Valencia Way., Arcadia, CA 91006 Structural Analysis & Design JUNE 04, 2019 `/lasts Engin eriin8 �OPROFESgjO� �� 0NGKO0„r y! Basis Engineering 3600 Wilshire Blvd. #1903 L2 - Exp NO `5-, Los Angeles, CA 90010 • TEL 213-385-0080 �Q pebi FAX 213-385-0000 OPlar 00 r9p Foundation Retrofit 1354 S Stanley Ave.,Los Angeles CA 90019 2/8 1. DESIGN CRITERIA Code CBC 2016 Note Foundation retrofitting w/ New underpinning Footing Seismic Base Shear V = Cs * W Materials Concrete : F'c = 2,500 psi for Footing Reinforcing Steel: ASTM A615 GR 60 Soil Bearing Pressure: 1,000 psf for conti. footing 1;000 psf for isolated footing (From CBC 2016 Table 1806.2) Structural Steel : A992 for Structural Frame & A36 general plate ASTM A500 Grade "B" for Tube Steel ASTM A53 Grade "B" for Pipe Steel Basic Structural System Light-Frame(Wood) walls Sheathed with wood structural panels R=6.5, 52=3, Cd=4 Foundation Retrofit 1354 S Stanley Ave.,Los Angeles CA 90019 3/8 2. DESIGN LOAD 2.1 Vertical Load (E)Roof DL Psf Asphalt Shingle Roofing 6.0 Plywood 2.0 Roof Frame 3.0 Ceiling 3.0 Misc. 1.0 15.0 LL 20.0 (E)Floor DL Psf Floor Finish 2.0 Plywood 3.0 Floor Frame 4.0 Ceiling 3.0 Misc. 1.0 13.0 LL 40.0 Wall DL psf Exterior Wall 16.0 Partition 10.0 Partition Uniform Load 15.0 3 4/8 Continuous Footing Design Soil Bearing Pressure Fp:= 1000•psf Superimposed Load DLr:= 15•psf LLr:= 20.psf 'ywaII := 16.psf hwall:= 16•ft+ Oin DLf:= (13+ 10)•psf LLf:= 40•psf 32•ft+ 6in 16•ft+ 3in Tribr:= Tribf:- 2 2 Assume Footing Size Dassume:= 12•in bassume:= 24•in ryconc:= 50•pcf Verify Footing Size wdl:= DLr•Tribr+ DLf•Tribf+"small•hwall+ Dassume•bassume•,yconc wll:= LLr•Tribr+ LLf•Tribf wdl+ wll breq := breq = 17.239•in < bassume, O.K. Fp Footing Reinforcing p:= 0.0018 Asreq:= p•bassume•Dassume Asreq=0.518•in2 (N) 24"WIDTH x 12"DEPTH UNPDERINNING FOOTING W/(3)-#5 REBAR T&B 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: 5/8 Title Block°selection. Title Block Line 6 Printed: 4 JUN 2019, 5:59PM Ge `' '- `a'iA. s £ it K Fiie Aeasisserverpcdata12019PR 11FOUNDA 1WOORIC 111201VA 1lcalcllSTCOR 11Far�e 6,6 I": ., neral FsOOti11g „ z l Gx ., .'ig-i m ,:z ry SoftwarecopynghtENERCALC INC 19832019 Build:'l 181231{ . "Lice # 'KVV'06006818'"., f 4`�h?.3. Po'w ,.;,,„�_ i.. w ., t„: ;; .0,0*.s �¢ , ,, Licenseee,rBASIS&ASSOCIATES'INC Description: F1 ;C ode;References; �_�s, < j, � -,, , "' Calculations per ACI 318-11, IBC 2012, CBC 2013,ASCE 7-10 • Load Combinations Used :ASCE 7-16 Ger''''"I Informatiot>I '•- , :4 ,, - Material Properties Soil Design Values fc:Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1 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 Soil/Concrete Friction Coeff. = 0.30 9 Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = ft Min Steel%Bending Reinf. = Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 :1 Min.Sliding Safety 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 ftg wt for stability,moments&shears Yes = ksf when max. Add Pedestal Wt for Soil Pressure No length or width is greater than = ft Use Pedestal wt for stability,mom&shear No - 7.r-5 gam VI 'pimensions. . l...i_ .,m. . . •,.v a _LLH{ , ' ` ',' ` amz x -, t s . .,Width parallel to X X Axis = 2.50 ft _ < r ' a k s4 j4 % a x ,a4 j ` tin -' , A . £Length parallel to Z-Z Axis = 2.50 ft , 4xA it .. 5 ,p . ff oa K-i ' ' "i I`Footing Thickness = 18.0 in a> g , ,.] i Pedestal dimensions... , x k,, - s ir� m x "``,,,aka px:parallel to X-X Axis = in I 4 MA 4- ,r,0% axi , pz:parallel to Z-Z Axis = in .i 4 ;, " .W '" f t s r v d & �7 r r , r� i Height - in 3��,�� ;; A�A -ii���:, ,°`�;� i , #4 , Rebar Centerline to Edge of Concrete... r 4 Y,` _ � , t 54 a 1 at Bottom of footing = 3.0 in t : -*'s= Ig " 4#— $ 3- ; i $i f i,r 4 t- 4414 '"�..-s.., f o a azar.: #4 j s t, :a {i .imy 1 +� s - t 2 cs w .{' ��y i- R•elrlfO.d,:„ g,s w; ,>_,. �°_. .i..o.4- au x g, a 1, k ex t n z s ° 7 .i ,k Bars parallel to X-X Axis r -i Number of Bars = 5 I r � s , / ,, 5 Reinforcing Bar Size = # 4 ' Bars parallel to Z Z Axis t � akxy« a " �� ax NumberofBars = 5 ��1.r ,X.? � 4r' Reinforcing Bar Size = # 4 ,g,, ° , � a , 4�� ' t , Bandwidth Distribution Check (ACI 15.4.4.2) ,3 OItw° ,0f.*'�.Pi `- to ' V N Direction Requiring Closer Separation �' R �`" `', ;, 4 J >' - '' " �`f+ k3 - �ta.i P 4.-.rw 4.r 1a r1-4 t,.4.t i+� 's. ,3 k xx f—+., ''..,4-,,,,',':':',1" r r .. n/a a P , , 4 ., ,alt d %XS G°ml ki pt Z X "' "k '"it i #Bars required within zone n/a i ,} 1k #Bars required on each side of zone n/a . .. . ;: , a ; m,,.Applied;Loads: i .. t , ? D Lr L S W E H P:Column Load = 1.50 3.0 k OB:Overburden = ksf M-xx = k-ft M-zz = k-ft V-x = k V-z = k Fitle 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: 6/8 Title Block"selection. Title Block Line 6 Printed: 4 JUN 2019, 5:59PM -: rao '7 y3 -:;,----,v,-,,,,,*.; . ..2_ ;M -,F"ile 11Basisservei pcld6i6f'2019PR 11FONDA 1WORIC 1\1201VA 11CalcliSTCOR 11Framee66 ,:.,.Ge.neraFFoortjngate , „: � .. x3 ,Ars t :„ ..� i1tT �SOhaaeco r�stEQlRCAC(NC193209udQ81231 c Lp# KW 0600681& ts= ,, - . ,, }5 ` ; ' ' =:i LCenseeBASIS&ASOCIATESINC Description: F1 DESIGN SUMMAFZY ..,-`:.p .¥ ..r" . R.„ , ,.' I .z PKOi:§n1PK '54 Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.9375 Soil Bearing 0.9375 ksf 1.0 ksf +D+L+H about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a 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 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 0.03155 Z Flexure(+X) 0.8250'k-ft/ft 26.153 k-ft/ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.03155 . Z Flexure(-X) 0.8250 k-ft/ft 26.153 k-ft/ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.03155 X Flexure(+Z) 0.8250 k-ft/ft 26.153 k-ft/ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.03155 X Flexure(-Z) 0.8250 k-ft/ft 26.153 k-ft/ft +1,20D+0.50Lr+1.60L+1.60H PASS n/a 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 n/a PASS n/a 1-way Shear(+Z) 0.0 psi 75.0 psi n/a PASS n/a 1-way Shear(-Z) 0.0 psi 75.0 psi n/a PASS n/a 2-way Punching 5.50 psi 75.0 psi +1.20D+0.50Lr+1.60L+1.60H 0De ailed Resul I ,; E R r, 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+H 1.0 n/a 0.0 0.4575 0.4575 n/a n/a 0.458 X-X.+D+L+H 1.0 n/a 0.0 0.9375 0.9375 n/a n/a 0.938 X-X.+D+Lr+H 1.0 n/a 0.0 0.4575 0.4575 n/a n/a 0.458 X-X,+D+S+H 1.0 n/a 0.0 0.4575 0.4575 n/a n/a 0.458 X-X.+D+0.750Lr+0.750L+H 1.0 n/a 0.0 0.8175 0.8175 n/a n/a 0.818 X-X,+D+0.750L+0.750S+H 1.0 n/a 0.0 0.8175 0.8175 n/a n/a 0.818 X-X.+D+0.60W+H 1.0 n/a 0.0 0.4575 0.4575 n/a n/a 0.458 X-X.+D+0.750Lr+0.450W+H 1.0 n/a 0.0 0.4575 0.4575 n/a n/a 0.458 X-X.+D+0.750S+0.450W+H 1.0 n/a 0.0 0.4575 0.4575 n/a n/a 0.458 X-X,+0.60D+0.60W+0.60H 1.0 n/a 0.0 0.2745 0.2745 n/a n/a 0.275 X-X.+D+0.70E+0.60H 1.0 n/a 0.0 0.4575 0.4575 n/a n/a 0.458 X-X.+D+0.750L+0.750S+0.5250E+H 1.0 n/a 0.0 0.8175 0.8175 n/a n/a 0.818 X-X.+0.60D+0.70E+H 1.0 n/a 0.0 0.2745 0.2745 n/a n/a 0.275 Z-Z,+D+H 1.0 0.0 n/a n/a n/a 0.4575 0.4575 0.458 Z-Z.+D+L+H 1.0 0.0 n/a n/a n/a 0.9375 0.9375 0.938 Z-Z.+D+Lr+H 1.0 0.0 n/a n/a n/a 0.4575 0.4575 0.458 Z-Z,+D+S+H 1.0 0.0 n/a n/a n/a 0.4575 0.4575 0.458 Z-Z,+D+0.750Lr+0.750L+H 1.0 0.0 n/a n/a n/a 0.8175 0.8175 0.818 Z-Z,+D+0.750L+0.750S+H 1.0 0.0 n/a n/a n/a 0.8175 0.8175 0.818 Z-Z.+D+0.60W+H 1.0 0.0 n/a n/a n/a 0.4575 0.4575 0.458 Z-Z.+D+0.750Lr+0.450W+H 1.0 0.0 n/a n/a n/a 0.4575 0.4575 0.458 Z-Z.+D+0.7505+0.450W+H 1.0 0.0 n/a n/a n/a 0.4575 0.4575 0.458 Z-Z.+0.60D+0.60W+0.60H 1.0 0.0 n/a n/a n/a 0.2745 0.2745 0.275 Z-Z,+D+0.70E+0.60H 1.0 0.0 n/a n/a n/a 0.4575 0.4575 0.458 Z-Z.+D+0.750L+0.750S+0.5250E+H 1.0 0.0 n/a n/a n/a 0.8175 0.8175 0.818 Z-Z.+0.60D+0.70E+H 1.0 0.0 n/a n/a n/a 0.2745 0.2745 0.275 Qtlertuin ig Stability n:'t Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning it Sliding Stablht�y'�d�,^ : r , " _ All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding 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: 7/8 Title Black"selection. , 1 : ydr , SAPrinted1c: 4 JUN 20198m, 5:59PM Title MTitle Black Line 6 .„.„7,,, ,,,,,,,,. „3,,,,,,,.,_. ' i tia 4 ' Fife11Bsiss iii,4l102pmo19PR tQUNP4.7 /00RlC 201V1C ,TSGgtFrae6 pi;7zennelooting -y , ' „ r Vi I w Sftwecopngh RACC 983209 Bud101123 L` KW=00 $ 8 ° i � . ": , � c- ,LICen4eBAStS8ASSOGIAT,ESONGZc4#; 60n . 1e'�. . ;.4 _ GzA�.. � , x, .:> ,. H,, om- - < Description: F1 �FootmgiFlexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gym.As Actual As Phi*Mn Status k-ft Surface 102 inA2 inA2 k-ft X-X.+1.40D+1.60H 0.2625 +Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.40D+1.60H 0.2625 -Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+0.50Lr+1.60L+1.60H 0.8250 +Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+0.50Lr+1.60L+1.60H 0.8250 -Z Bottom 0.3888 Min Temp% 0,40 26.153 OK X-X.+1.20D+1.60L+0.50S+1.60H 0.8250 +Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+1.60L+0.505+1.60H 0.8250 -Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+1.60Lr+L+1.60H 0.60 +Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+1.60Lr+L+1.60H 0.60 -Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+1.60Lr+0.50W+1.60H 0.2250 +Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+1.60Lr+0.50W+1.60H 0.2250 -Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+L+1.605+1.60H 0.60 +Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+L+1.60S+1.60H 0.60 -Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X,+1.20D+1.60S+0.50W+1.60H 0.2250 +Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+1.60S+0.50W+1.60K 0.2250 -Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+0.50Lr+L+W+1.60H 0.60 +Z Bottom 0.3888 Min Temp% 0.40 26.153 OK. X-X,+1.20D+0.50Lr+L+W+1.60H 0.60 -Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X,+1.20D+L+0.50S+W+1.60H 0.60 +Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+L+0.50S+W+1.60H 0.60 -Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+0.90D+W+1.60H 0.1688 +Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X,+0.90D+W+1.60H 0.1688 -Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+L+0.205+E+1.90H 0.60 +Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+1.20D+L+0.20S+E+1.90H 0.60 -Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X,+0.90D+E+0.90H 0.1688 +Z Bottom 0.3888 Min Temp% 0.40 26.153 OK X-X.+0.90D+E+0.90H 0.1688 -Z Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.40D+1.60H 0.2625 -X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.40D+1.60H 0.2625 +X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z,+1.20D+0.50Lr+1.60L+1.60H 0.8250 -X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+0.50Lr+1.60L+1.60H 0.8250 +X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+1.60L+0.50S+1.60H 0.8250 -X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+1.60L+0.50S+1.601-1 0.8250 +X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+1.60Lr+L+1.60H 0.60 -X Bottom '0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+1.60Lr+L+1.60H 0.60 +X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+1.60Lr+0.50W+1.60H 0.2250 -X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+1.60Lr+0.50W+1.60H 0.2250 +X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+L+1.60S+1.60H 0.60 -X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+L+1.60S+1.60H 0.60 +X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+1.60S+0.50W+1.601-I 0.2250 -X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+1.60S+0.50W+1.60K 0.2250 +X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z,+1.20D+0.50Lr+L+W+1.60H 0.60 -X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+0.50Lr+L+W+1.60H 0.60 +X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+L+0.50S+W+1.60H 0.60 -X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+L+0.50S+W+1.60H 0.60 +X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+0.90D+W+1.60H 0.1688 -X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+0.90D+W+1.60H 0.1688 +X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+L+0.205+E+1.90H 0.60 -X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+1.20D+L+0.20S+E+1.90H 0.60 +X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z.+0.90D+E+0.90H 0.1688 -X Bottom 0.3888 Min Temp% 0.40 26.153 OK Z-Z +0.90D+E+0.90H 01688 +Xr F. Bottom 0.3888 Min Temp% 0.40 26.153 OK in One WayShear a 4 i Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D+1.60H 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+0.50Lr+1.60L+1.60K 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+1.60L+0.505+1.60H 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+1.60Lr+L+1.60H 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+1.60Lr+0.50W+1.60H 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+L+1.60S+1.601-1 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+1.60S+0.50W+1.60H 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+0.50Lr+L+W+1.60H 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+L+0.50S+W+1.60K 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +0.90D+W+1.60H 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK +1.20D+L+0.20S+E+1.90K 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 75.00 psi 0.00 OK i' .itle 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: 8/8 Title Block"selection. Title Block Line 6 Printed: 4 JUN 2019, 5:59PM T° ' ; i Z a 1 Y �,k- 1 g l £File 136sisserver tiadata12019PR 1TOUNDA 1\WOQRIc,N12cO 11CaIcUSTCOR 11Frame eG6� General FootIQlg t o x ,,> ,f , ,, i z6'5 F,v ren , , -c ` r % , 1, 4s=Sdflware copyright ENPRCALC INC,1983=2019 Build 101812 ;u 13 1 W`06006a .),j1-1s r. '^,i" F$'. i E' ro< " ,y .4*. � 1± - f t 1�-(oensee= BASI.,t&? SOCIATES11INGi Description: Fl -� r.One-Wa hear c,Sc +�cb�. �' X'n `r" �S? Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu 1 Phi*Vn Status +0 90D+E+0 90H 0.00 Psi 0.00 psi 0.00 psi 0.00 DS 0.00 psi 75.00 psi 0.00 OK ' Two Way'PunchingShiear ;rs " ,Tk t: kr All units k Load Combination... Vu Phi*Vn Vu 1 Phi*Vn Status +1.40D+1.60H 1.75 psi 150.00psi 0.01167 OK +1.20D+0.50Lr+1.60L+1.60H 5.50 psi 150.00psi 0.03667 OK +1.20D+1.60L+0.505+1.60H 5.50 psi 150.00psi 0.03667 OK +1.20D+1.60Lr+L+1.60H 4.00 psi 150.00psi 0.02667 OK +1.20D+1.60Lr+0.50W+1.60H 1.50 psi 150.00 psi 0.01 OK +1.20D+L+1.60S+1.60H 4.00 psi 150.O0psi 0.02667 OK "+1.20D+1.60S+0.50W+1.60H 1.50 psi 150.00psi 0.01 OK +1.20D+0.50Lr+L+W+1.60H 4.00 psi 150.00 psi 0.02667 OK +1.20D+L+0.50S+W+1.60H 4.00 psi 150.00psi 0.02667 OK +0.90D+W+1.60H 1.13 psi 150.00psi 0.0075 OK +1.20D+L+0.20S+E+1.90H 4.00 psi 150.00psi 0.02667 OK +0.90D+E+0.90H 1.13 psi 150.00psi 0.0075 OK