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HomeMy WebLinkAboutSIGN-21-0184 •. City of Arcadia, CA Permit NO.SIGN-21-0184 Development Services Department Permit Type:Sign 240 West Huntington Drive,Post Office Box 60021 Arcadia,CA 91066-6021 Work Classification:Sign- Illuminated (626)574-5416 Permit Status:Issued ARCADIA Issue Date:02/04/2021 f Expiration: 02/04/2022 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 140 E LIVE OAK AVE Arcadia,CA 8573024031 Contacts MEEKER FAMILY PARTNERS LP Owner SWAIN SIGN INC* Contractor 368 LAMBERT RD,CARPENTERIA,CA 93013 1384 E FIFTH ST,ONTARIO,CA 91764 (909)460-2530 643004 Description:FOUR SIGNS,REFACE ONE MONMENT AND Valuation: $ 22,000.00 Tenant GROCERY OUTLET REPLACE CABINET,ALL ILLUMINATED FOR GROCERY OUTLET Total Sq Feet: 0.00 Plan Check# Plan#IN FILE ti • Fees Amount Payments Amount Paid Building Issuing Fee $47.01 Total Fees Building Permit Fees $437.65 Electrical Permit Issuance Fee $47.01 Amount Due: Sign and Branch Circuit $263.44 Sign Connection $65.92 ` Sign Plan Review $218.82 Solid Waste Management Fee 56.25 Solid Waste Management Fee 2 $1.00 Total: $1,087.10 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. COMDLETEP February 04, 2021 Issued By:Jeff Wang Date February 04,2021 Page 1 of 1 %FA• cpJFORN, • PERMIT/PLAN REVIEW APPLICATION E® Development Services Department,240 West Huntington Drive,Post Office Box 60021 • *0'Oonitr oCH"4.. Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License ClassC nse No��% 3f C y Exp. Dat - d r 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. � IEricave and will maintain workers'compensation insurance,as required by Section OWNER-BUILD DECLARATION 3700 of the Labor Code,for the performance of the work for which this permit ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors is issued.My workers'compensation insurance carrier and •..icy numbers are: License Law for the following reason(Section 7031.5,Business and Professions Code.Any city or county which requires a permit to construct,alter,improve, Carrier yi�Ir*r demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number/ 9 'A for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for Date -/ -� I sale(Section 7044,Business and Professions Code:The Contractors License r 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 further information. n Name V -e' $ 4 s Iv 1 to(O Title 1/9 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 u' . • above-mentioned property for inspection purposes. Signatur' // Date - - I ,A ^ Page 1 of 6 q S U L L/ \Y 11�/\Y 10815 RANCHO BERNARDO RD.,SUITE 260 SAN DIEGO,CA 92198 k► II ENGINEERING PROJECTMANAGER@SULLAWAYENG.COM PHONE:1-858-312-5150 FAX:1-858-777-3534 PROJECT: GROCERY OUTLET#22545,SIGN TYPE:A,B,C,140 E.LIVE OAKS AVE.,ARCADIA,CA DATE: 11/19/2020 PROJECT#: 28229 ENGINEER: AN CLIENT: UNITED SIGN SYSTEMS LAST REVISED: 19'-7" / tit' 18'-7" 4/ (V N O OR2CERYOUTLET ..,,._. --_, DarS9ivi 1\ Mr 0 ELEVATION f- 7„k Y4"(2ITW BUILDEX TEKS SCREWS �" hi SPACED @ 2'-0" MIN (1)TOP&BOTTOM _ ALUM. BACKER MIN THK.=0.100" �' (E)WOOD STUD WALL W/STUCCO&PLYWOOD LETTER BY OTHERS MIN THK. =0.040" Y4'0 ITW BUILDEX TEKS SCREWS P1000 UNISTRUT MIN (3)PER LETTER hi,. F MUST SPAN (2)STUDS MIN. ll �� %8"O THRU BOLT SPACED @ 8'-0" MIN (1)TOP&BOTTOM 0 SECTION GENERAL NOTES MIN (6)TOTAL 1. DESIGN CODE:CBC 2019 QROFESS/p 4,4 2. DESIGN LOADS:ASCE 7-16 «O ( 3. WIND VELOCITY 100 MPH EXPOSURE C „4/ q 1- 4. ITW BUILDEX TEKS SCREWS PER ICC ESR 1976 SPECIFICATIONS "" 'rt2i 5. BOLT STEEL ASTM A307,HDG PER ASTM A153,ZP PER ASTM B633EXP.6t30/2022 nl 6 .UNISTRUT STEEL ASTM A653 GR.33 / 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 8. ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION `r�,9 CMI ck 9. ALL EXISTING ELEMENTS AND DIMENSIONS TO BE VERIFIED IN FIELD 'OF CAI-\T 10. SEISMIC PARAMETERS S1=0.618g,Ss=1.86g,Sps=1.488g 11/19/2020 Page 2 of 6 sU L LAWAY 10815 Rancho Bernardo RD.,SD,CA 92127 projectmanager@sullawayeng.com 1 ■ ENGINEERING Phone:858-312-5150 Fax:858-777-3534 PROJECT: GROCERY OUTLET#22545 DATE: 11/19/2020 PROJ. NO.: 28229 ENGINEER: AN CLIENT: UNITED SIGN SYSTEMS V55 units;pounds,feet unless noted otherwise Applied Wind Loads; from ASCE 7-16 Pnet=X Kzt Pnet30 (ASCE 30.4-1) X= 1.35 (ASCE Fig. 30.4-1) Kzt= 1.0 (unless unusual landscape) V= 100 mph Exposure= c Area= 1.4 ft2 max. height= 25.00 ft Pnet30= 18.00 psf pnet= 24.29 psf Pnet3o= -24.12 psf pnet= -32.56 psf Check(1/4") Dia. TEKS SCREWS PER ICC ESR 1976 - Letter to Backer(ASD): tcontact=0.040 tnoncontact=0.100 Pnet= See Above= 32.56 psf Tributary Area= ATrib=Found in AutoCAD= 2.120 ft2 Wind Load= WL=0.6*Pnet*ATrib= 41 lbs Dead Load= DL=10psf*AT,;b= 21 lbs #screws= = 3 screws dia.= = 0.250 in Tension per screw= Ta=WU#screws= 14 lbs Shear per screw= Va=DU#screws= 7 lbs Tension capacity= (From ICC ESR 1976) Tc= 115 lbs Shear capacity= Vc= 215 lbs Combined Check: Ta/Tc+VaNc= 0.153 <1 ok Check(1/4) Dia. TEKS SCREWS PER ICC ESR 1976 -Backer to Framing Angle(ASD): tcontact=0.100 tnoncontact=0.187 Pnet= See Above= 32.56 psf Tributary Area= Amb=(2'-0")*(6'-0") 12.000 ft2 Wind Load= WL=0.6*Pnet*ATrib= 234 lbs Dead Load= DL=10psf*AT,;b= 120 lbs #screws= = 2 screws dia.= = 0.250 in Tension per screw= Ta=DU#screws= 60 lbs Shear per screw= Va=WU#screws= 117 lbs Tension capacity= (From ICC ESR 1976) Tc= 239 lbs Shear capacity= Vc= 731 lbs Combined Check: Ta/Tc+VaNc= 0.411 <1 ok Page 3 of 6 1 S U L`/ \W/ \Y 10815 Rancho Bernardo RD.,SD,CA 92127 projectmanager@sullawayeng.com ■ ENGINEERING phone:858-312-5150 Fax:858-777-3534 PROJECT: GROCERY OUTLET#22545 DATE: 11/19/2020 PROJ. NO.: 28229 ENGINEER: AN CLIENT: UNITED SIGN SYSTEMS vs s units;pounds,feet unless noted otherwise Check 0.375" Dia. Thru Bolts, A307 - Signage to wall (LRFD): 0= 0.75 Pnet= See Above= 32.56 psf Tributary Area= ATrib=(8'-0")*(6'-0")= 48.00 ft2 Wind Load= WL=Pnet*ATrib= 1.563 kips Dead Load= DL=1.2*10psf*ATrib= 0.576 kips #bolts= = 2 bolts Tu= WU#bolts= 0.782 kips Vu= DU#bolts= 0.288 kips dia.= = 0.375 in Abolt= = 0.110 in2 Fnt= (Fu*0.75)=(60ksi*0.75)= 45 ksi Fnv= (Fu*0.45)=(60ksi*0.45)= 27 ksi $Tn= 4*Fnt*Abolt= 3.728 kips ok 4Vn= 4*Fnv*Abolt= 2.237 kips ok Fv= Vu/Abolt= 2.608 ksi F'nt= 1.3Fnt-Fnt*Fv/4FnvsFnt= 45 ksi ¢Tn= 4*F'nt*Abolt= 3.728 kips ok Check P1000 Unistrut, ASTM A653 (LRFD) 4= 0.9 Length= L= 16 in fy= 33 ksi M= (Tension per bolt)*(L/4)= 3.126 k-in S= per Unistrut specifications= 0.202 in3 4Mn 41*fy*S= 5.999 k-in OK Page 4 of 6 q ■ S U L LIW/\Y 10815 Rancho Bemardo RD.,SD,CA 92127 projectmanager@sullawayeng.com ■ ENGINEERING Phone:858-312-5150 fax 858-777-3534 PROJECT: GROCERY OUTLET#22545 DATE: 11/19/2020 PROJ. NO.: 28229 ENGINEER: AN CLIENT: UNITED SIGN SYSTEMS V5 5 units;pounds,feet unless noted otherwise Seismic Analysis- Non-Structural Componant Design Force (ASCE 13.3) Fp=0.4apSpsWp(1+2(z/h))/(Rp/Ip) ap= 2.5 Sps= 1.488 SDs=2/3 SMS with SMS=FaSs F0= 1.0 Ss= 1.86 z= 22 (from USGS) h= 22 si= 0.618 Rp= 3.00 Ip= 1.0 Wp= 480 lbs (10psf*Atrib) (See Page 3) Fp= 714 lbs 0.3SDsIpWp< Fp< 1.6SDsIpWp WL= Pnet*Atrib= 1563 lbs 0.3SDSIPWp= 214 lbs 1.6SDSIPWp= 1143 lbs Concurrent Vertical Force (ASCE 13.3.1.2) E„=+0.2SDsWp Ev= 143 lbs (Wind Governs See Page 3) OTC Hazards by Location Page 5 of 6 Search Information Angeles •11.�J„ National Forest Antonio V Address: 140 Live Oak Ave, Arcadia, CA 91006, USA It.14© - 347 ft Coordinates: 34.1076844,-118.0258362 33 @tPasadena Elevation: 347 ft CV Timestamp: 2020-11-19T16:39:04.622Z Los Angeles Ontaric Santa Monica Hazard Type: Seismic Reference ASCE7-16 Go gle gr, C Document: i ri �, Map data©2020 Google,INEGI Risk Category: II Site Class: D-default Basic Parameters Name Value Description Ss 1.86 MCER ground motion(period=0.2s) Si 0.618 MCER ground motion(period=1.0s) SMS 2.232 Site-modified spectral acceleration value SM1 *null Site-modified spectral acceleration value SDs 1.488 Numeric seismic design value at 0.2s SA 5D1 * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 Additional Information Name Value Description SDC * null Seismic design category Fa 1.2 Site amplification factor at 0.2s F, *null Site amplification factor at 1.0s CRs 0.898 Coefficient of risk(0.2s) CR1 0.895 Coefficient of risk(1.0s) PGA 0.799 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.958 Site modified peak ground acceleration • • TL 8 Long-period transition period(sage 6 of 6 SsRT 1.86 Probabilistic risk-targeted ground motion(0.2s) SsUH 2.071 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.997 Factored deterministic acceleration value(0.2s) S1RT 0.685 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.765 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1D 0.618 Factored deterministic acceleration value(1.0s) PGAd 0.799 Factored deterministic acceleration value(PGA) *See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. 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