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HomeMy WebLinkAboutUntitled gi City of Arcadia, CA _ Permit NO.SIGN-19-1158' °' Development Services Department ; DrK ✓° 4ry _ Permrt Type:Sign 240 West Huntington Drive,Post Office Box 60021 i Jf I VI i' Arcadia,CA 91066-6021 ,4. ,14---)` Wotk`Classfficot o. Sign-Illuminated j (626)574-5416 ' - , Permit Status:issued ARCADIA _ Issue Date 06/19/2019-I Expiration: 12/16/2019 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 102 E Huntington DR Arcadia,CA 5773014038 . __,, ., ... . - .-. . . .. Contacts ARCADIA INVESTMENT HOLDING LLC Owner SIGN DEVELOPMENT INC' Contractor 1366 W 9TH ST 1366 W NINTH ST,UPLAND,CA 91786 (909)240-0325 576277 Description: NEW MONUMENT SIGN,REIMAGE CANOPY Valuation: $ 24,500.00 Tenant FASCIA,ADD (2)76 LOGOS,REIMAGE GAS PUMPS Total Sq Feet: 0.00 Plan Check H Plan N Fees Amount Payments Amount Paid Building Issuing Fee $47.01 Total Fees $964.62 Building Permit Fees $487.75 Cash/Receipt ft REC-01578-19 $964.62 Electrical Permit Issuance Fee $47.01 Amount Due: $0.00 Sign and Branch Circuit $131.72 Sign Plan Review $243.88 Solid Waste Management Fee $6.25 Solid Waste Management Fee 2 $1.00 Total: $964.62 12 91786 (909 ,C, a o4, £LeC-TR-fen. cr.(8./1 1— CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message 1 fro •2e •f`( requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. June 19, 2019 Issued By: Date e 19,2019 Pagel oft Pan f PERMIT/PLAN REVIEW APPLICATION Eo" Development Services Department,240 West Huntington Drive,Post Office Box 60021 °°„°r>` Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia `c LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION )6 I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: l "Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions e,and m license is in fu 1 force and effect.2 ❑ I have and will maintain a certificate of consent to self-insure for workers' License Clash 14 Signature of Contractor License o Z�'Hvp. Dat$I j)I( Au compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. �• OWNER-BUILDER DECLARATION Ut1 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 is issu workers'compensation insure carrier and policy numbers are: License Law for the following reason(Section 7031.5,Business and Professions �_l 4--r S Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant ��Q Li Cth for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number ` provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed i 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,I shall 1, 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 \ tDate I lel.1 l O, Signature sale(Section 7044,Business and Professions Code:The Contractors License \ Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements ere 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 attomey's fees. ❑1, 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. f�J Mame 1� a s.\'_s 4 _ r PRI T NAME Title \' i I certify that I have read this application and state that the above information is cor ect 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. `\ I l A r Signature . V Date l t q (. \ \\\111 ov ARO. ° , � ..PLIFO�.� ✓ h May 16, 2019 n-.' . w1/4 ""' Ch1 Nina Brentham 4... %• A+ Permit Services lily°`4 1366 W. 9th Street Upland, CA 91786 City of SUBJECT: Minor Use Permit No. MUP 19-03 & Sign Architectural Arcadia Design Review No. SADR 18-30 PROJECT ADDRESS: 102 E. Huntington Drive (dba: 76 & 7-11) Development Dear Ms. Brentham: Services The public comment period for Minor Use Permit No. MUP 19-03 & SADR Department 18-30 ended on May 15, 2019. Staff did not receive any comments during the public comment period. On May 16, 2019, the Development Services Department conditionally approved the Minor Use Permit and Sign Architectural Design Review to allow the installation of one (1) double- Jason Kruckeberg sided electronic changeable monument sign and to reface the existing Assistant City Manager/ canopy and gas dispenser signs at 102 E. Huntington Drive (dba: 76 & 7- Development Services 11). The project is subject to the conditions of approval listed below. Director Pursuant to Development Code Section 9107.09.050, a Minor Use Permit may be approved if all of the following findings can be made: 1. That the granting of such Minor Use Permit is consistent with the comprehensive General Plan and any applicable specific plan. 2. That, subject to the granting of a Minor Use Permit, the use proposed is allowed within the applicable zone and complies with all other applicable provisions of the Development Code and Municipal Code. 3. That the design, location, size, and operating characteristics of the proposed activity will be compatible with the existing and future land uses in the vicinity. 4. That the site is physically suitable in terms of its design, location, shape, size, and operating characteristics of the proposed use in order to accommodate the use, and all fences, landscaping, loading, parking spaces, walls, yards, and other features required to adjust the use with the land and uses in the neighborhood; streets and highways are adequate in width and pavement type to accommodate public an emergency vehicle (e.g., fire and medical) access; public protection, and provisions of utilities. 240 West Huntington Drive Post Office Box 60021 Arcadia,CA 91066-6021 (626)574-5415 (626)447-3309 Fax www.ArcadiaCA.gov MUP No. 19-03 102 E. Huntington Drive 5. That the site is physically suitable in terms of its design, location, shape, size, and operating characteristics of the proposed use in order to accommodate the use, and all fences, landscaping, loading, parking spaces, walls, yards, and other features required to adjust the use with the land and uses in the neighborhood; streets and highways are adequate in width and pavement type to accommodate public and emergency vehicle (e.g., fire and medical) access; public protection, and provisions of utilities. 6. That the type, density, and intensity of use proposed will not adversely affect the public convenience, health, interest, safety, or general welfare, constitute a nuisance, or be materially injurious to the improvements, persons, property, or uses in the vicinity and zone in which the property is located. Based on the information available, the approved project, as conditioned, satisfies all the required findings necessary to grant a Minor Use Permit (refer to Attachment 1). The proposed project qualifies as a Class 1 Categorical Exemption for the installation of an on-premise sign, from the requirements of the California Environmental Quality Act (CEQA) under Section 15311(a) of the CEQA Guidelines. Conditions of Approval 1. The plans submitted to Building Services for permit issuance shall include the following notes: a. The proposed monument sign shall have a photometric sensor that will adjust the intensity of the sign for daytime and nighttime viewing. The nighttime intensity shall be limited to 0.3-foot candles (over ambient levels) as measured at a height of five feet above the ground and a distance of between 150 and 350 feet from the,sign under consideration, depending on the size of the sign, and aimed at the sign. b. The images shall change instantaneously, with no special effects or video. c. Any form of moving, animated, scrolling, oscillating, or rotating images, or any other design intended to attract attention through movement or the semblance of movement on the whole or any part of the sign, or any other method or device that suggests movement, is prohibited. 2. The 76 and 7-11 logo on the monument sign shall be pushed-through dimensional. 3. This Minor Use Permit may be periodically monitored to ensure that it is being operated in a manner consistent with City regulations, these conditions of approval and that the use is being operated in a manner, Which is not detrimental to the public health, safety or welfare. 4. All City requirements regarding disabled access and facilities, occupancy limits, building safety, health code compliance, emergency equipment, environmental regulation compliance, and parking and site design shall be complied with by the property owner/applicant to the satisfaction of the Building Official, City Engineer, Planning & Community Development Administrator, Fire Marshal, and Public Works Services Director, or their respective designees. The changes to the existing facility MUP No. 19-03 102 E. Huntington Drive are subject to building permits after having fully detailed plans submitted for plan check review and approval by the aforementioned City officials. 5. Noncompliance with the plans, provisions and conditions of approval for MUP 19-03 & SADR 18-30 shall be grounds for immediate suspension or revocation of any approvals. 6. The applicant shall defend, indemnify, and hold harmless the City of Arcadia and its officials, officers, employees, and agents from and against any claim, action, or proceeding against the City of Arcadia, its officials, officers, employees or agents to attack, set aside, void, or annul any approval or conditional approval of the City of Arcadia concerning this project and/or land use decision, including but not limited to any approval or conditional approval of the City Council, Planning Commission, or City Staff, which action is brought within the time period provided for in Government Code Section 66499.37 or other provision of law applicable to this project or - decision. The City shall promptly notify the applicant of any claim, action, or proceeding concerning the project and/or land use decision and the City shall cooperate fully in the defense of the matter. The City reserves the right, at its own option, to choose its own attorney to represent the City, its officials, officers, employees, and agents in the defense of the matter. There is a ten (10) day appeal period for this application. To file an appeal, a completed Appeal Application form must be submitted to the Community Development Division along with a $600.00 appeal fee by 5:30 p.m. on Monday, May 27, 2019. Approval of Minor Use Permit No. MUP 19-03\& SADR 18-30 shall not be of effect unless the property owner and applicant have executed and filed the enclosed Acceptance Form to indicate awareness and acceptance of these conditions of approval. The Acceptance Form is due now and if it is not received by June 16, 2019, this approval will become null and void. This approval shall expire in one year (May 28, 2020) from the effective date unless plans are submitted to Building Services for plan-check, a building permit is issued and the construction is diligently pursued, a certificate of occupancy has been issued, or the approval is renewed. The final plans must be consistent with the approved plans and any conditions of approval. Any inconsistency from the approved plans may preclude the issuance of a building permit. An extension may be granted by the Development Services Director or designee, or the Review Authority that approved the project for a maximum period of one (1) year from the initial expiration date. An extension can only be granted if the required findings can be made. Please note 'that acceptance of an extension request does not indicate approval of an extension. A building permit and inspection may be required for construction activity. Please contact Building Services at (626) 574-5416 to determine the type of documentation and permits needed. MUP No. 19-03 102 E. Huntington Drive You may visit the City's website at www.ArcadiaCA.gov/noticesanddecisions to view this letter. If you have any questions regarding this approval, please contact me at (626) 574-5442 or by email at Itorrico@ArcadiaCA.gov. Thank you. Sincerely, DEV, OPMENT SERVICES DEPARTMENT • (Øenior is Torrico PlannerAttachment: Minor Use Permit— Findings for Approval Approved Plans Acceptance Form c: Arcadia Investment Holdings, Property Owner Lisa Flores, Planning & Community Development Administrator MUP No. 19-03 102 E. Huntington Drive Attachment 1: Required Findings for Approval of a Minor Use Permit Pursuant to Development Code Section 9107.09.050 } FINDINGS YS NO r C"in 1. That the granting of such Minor Use Permit is consistent with ® ❑ the comprehensive General Plan and any applicable specific plan. The proposed installation of one (1) double-sided electronic changeable monument sign and re-facing of the existing canopy and gas dispenser signs for an existing gas station and convenience store will be compatible with the Commercial land use designation of the subject site. An existing monument sign will be replaced with a new electronic changeable monument sign, which will provide an improvement to the site and will augment a neighborhood-serving commercial use. In addition, the use will not t adversely affect the comprehensive General Plan or any applicable specific plan. _ 2. That, subject to the granting of a Minor Use Permit, the use ® 0 proposed is allowed within the applicable zone and complies with all other applicable provisions of the Development Code and Municipal Code. The zoning of the site is Central Business District (CBD) and the Arcadia Development Code Section 9103.11.070 allows electronic changeable monument signs subject to approval of a Minor Use Permit. Therefore, the proposed use will be in compliance all applicable provisions of the Development and Municipal Code. 3. That the design, location, size, and operating characteristics of ® 0 the proposed activity will be compatible with the existing and future land uses in the vicinity. The proposed electronic changeable monument sign will be installed at an existing gas station and convenience store site. The monument sign will replace an existing monument sign and will be designed to be in compliance with the development standards of the subject zone and will be compatible with other signs in the vicinity. 4. That the site is physically suitable in terms of its design, �� ❑ location, shape, size, and operating characteristics of the proposed use in order to accommodate the use, and all fences, landscaping, loading, parking spaces, walls, yards, and other . REREVERENCE ENGINEERI STRUCTURAL ENGINEERING SERVICES NG STRUCTURAL CALCULATIONS for 76 Monument at 102 E Huntington Dr Arcadia, CA Prepared for: Sign Development Package Type: Project It Initial Submittal 1906029 DESIGN SPECIFICATIONS DESIGN LOADS 1 California Building Code(CBC)2016 ::Wind:: V u- 110 mph 2 ASCE 7-10:Minimum Design Loads for Buildings and Other Structures Exposure: C Vaal= 85 mph 3 ACI 318-14:Building Code Requirements for Structural Concrete ::Ground Snow Load:: Pe= 0 psf 4 ANSI/AISC 360-10:Specification for Structural Steel Buildings ::Seismic:: SDC: E Site Class: D Ss= 2.516 g SMs= 2.516 g = 0.957 g SM1= 1.436 g Fa= 1.000 - Sos= 1.677 g F°= 1.500 - Sol= 0.957 g 11= 8 sec sire spiff: 6-17-2019 www.ReverenceEngineering.com 1 of 5 For proposals and inquiries: 619-3541152 Projects©ReverenceEngineering.com • Project#: 76 Monumentn C REVERENCE 1906029 C ENGINEERING 102E Huntington Dr,Arcadia,CA WIND LOADS ON OTHER STRUCTURES AND BUILDING APPURTENANCES PER CHAPTER 29 DESIGN WIND LOADS-SOLID SIGNS(SEC i ION 29.5) V= 110 mph Basic Wind Speed sm= 1 - Cabinent to Overall Height Ratio Exposure Category: Q h= 8 ft Average Height B/s= 1.656- Cabinent Width to Height Ratio s= 8 ft Vertical sign dimension zy= 900 ft Terrain Exposure Constant[Table 26.9-1] B= 13.25 ft Horizontal sign dimension a= 9.5- Terrain Exposure Constant[Table 26.9-1] E= 100% - Solid to Gross Area Ratio(porosity) K. = 0.85 Directionality Factor[Table 26.6-1] FoS= 10% - Add'I.FoS applied to p1 K„= 1 Topographic Factor[26.8.2] IF two poles,spacing: 0 ft [0 for one pole] G= 0.85- Gust Effect Factor[26.9.1] 0.28= 2.65 ft Case B Offset Distribution Factor. 1 - (Fraction of sign load that must be attributed to each pole,if more than one is present) Figure 29.4-1 Cr Cases A88 Aspect Ratio Bls s/h 0.05 0.1 0.2 0.5 1 - 2 4 5 10 20 30 45 INTERPOLATION 1.00 1.80 1.70 1.65 ' 1.55. ' 1.45 ,1.40 1.35 '' 1:35. 1.30 1.30 1.30 1:30 . 1' 1.656 2 0.90 1.85 1.75 1.70 1.60: 1.55 1.50 145 1.45 1.40 1.40 t40 1.40 1 ; 1.45! 1'42 1.40 0.70 1.90 1.85 1.75 1.70 1.65. 1.60 1.60 1.55 1.55 1.55 1.55 1.55 1 142 0.50 1.95 1.85 1.80 1.75 1.75 1.70. 1.70 1.70 1.70 1.70 1.70 1.75 0.90 1:55, 1.52 1.50 0.30 1.95 1.90 1.85 1.80 1'.80,. 1.80; 1.80 1.80 1.80 1.85 1.85 1.85 C,= 1.417- 0.20 1.95 1.90 1.85 1.80 t80 - 1.80 1.80 1.80 1.85 1.90 1.90 1.95 Force Coefficient[Figure 29.4-1] 0.16 1.95 1.90 1.85 1.85 r 1.80 1.80 1.85 1.85 1.85 1.90 1.90 1.95 h= Cumulative Height to top of section Ki=Velocity Pressure Exposure Coefficient [Table 29.3-1] z= Centroid of Section Height 9n=Velocity Pressure(psf) q,= 0.00256*Kd*Kz*Kn*V2 [Eqn 27.3-1] p= Design Wnd Pressure(psf) p=qh*G*C, [Eqn 29.4-1] SIGN BUILD FORCE is PER POLE and reflects distribution per Case B to applicable components oh Width Cant. CAB? h z K� q: P= AF F° M, T, Mui M z (ft) (ft) (f) (ft) (psf) (psf) (sgft) (kip) (k-ft) (k-ft) H 1 13.25 ' 1.0 0.5 0.849 22.35 29.62 13.3 0.4 0.2 1.0 2 6.667 13.25 7.7 4.333 0.849 22.35 29.62 88.3 2.6 113 6.9 - ! _ 3 0.333 13.75 8.0 7.833 0.849 22.35 29.62 4.6 0.1 1.1 0.4 5 7 8 - 9 _ _- - -I -- 11 I , - - . 13 14 . - - 15 -- .:. . ._.._ --- 16 - - 17 - 18 • 19 20 H= 8 ft Overall height Check 3.1 12.6 8.3 0.0 0.0 kip kip-ft kip-ft kip-ft kip-ft www.ReverenceEngineering.com 2 of 5 For proposals and inquiries: 619-354-1152 Projects@ReverenceEngineering.com Project#: 76 Monument C REVERENCE 1906029 102 E Huntington Dr,Arcadia,CA f� C ENGINEERING SPLICE(OR SECTION)LOADS Moments include an additional 10%per 29.4-1 if s/h=1 Splice h Index- h- w+ h+ p+ Ar Fe z V(kip) M(k-ft) T(k-ft) (ft) (ft) (ft) (ft) (psf) (sgft) (kip) (ft) 1 1.177 1 1 13.25 7.667 29.62 85.99 2.55 3.24 2.682 9.257 7.122 2 3 - 4 I GRADE I 3.144 I 13.856 I 8.346 CAST-IN-PLACE PIER DESIGN Primary b= 2 ft Footing diameter' Soil Class: Me= 13.86'k-ft Moment at grade Vu=gmk Shear at grade w= 1.3 Per BC 1605.3.2 Ms= 8.313 k-ft Service M(0.6*Mel Ve= 1.887 k Service V(0.6'Vel P= 2453 lb Lateral Wind Force s= 100 psf/ft Lateral Bearing per BC Table 1806.2 s'= 267 psf/ft Increased per IBC 1806.1&1806.3.4 ITERATION PER BC 1807.3.2.1 DESIGN RESULTS h= 441 ft S1= 650.5 Psi MIN.PIER DEPTH: 7 ft and 4 in Ratio d= 7.309 ft A= 4.411 ft MIN.PIER DIAMETER': 2 ft and 0 in 3.666666667 *Also refers to diagonal of a square or rectangle MEMBER SELECTION STAGE: 1 LRFD DESIGN Me= 13.86 k-ft Te= 8.35 k-ft 9= 0.9 Fy= 46 ksi Section Type: SquareHSS Ve= 3.14 kip L= 1.177 ft = 14.13 in req= 4.016 41 3 N o Section Name Z PMe IpVn (PIe Combined H w O z (in) (k-ft) D/C Check (kip) D/C Check (k-ft) D/C Check D/C Check Jisi HSS5X5X118 4.07 14.04 0.987 OK! 26.8 0.117 OK 11.44 0.729 OK! 1.704 N.G. co 0 Section Name Z rpM„ rpV, 9T„ Combined (X) 2 w z HSS5X5X114 Gni) (k-it) D/C Check (kip) D/C Check (k-ft) D/C Check D/C Check m m 7.61 26.25 0.528 OKI 49.77 0.063 OK! 21.82 0.383 OK! 0.726 OKI MEMBER SELECTION STAGE: 2 M0= 9.26- k-ft Tu= 7.12 k-ft rp= 0.9 Fy= 46 ksi . Section Type: SquareHSS V„= 2.68 kip L= 6.823 ft = 81.88 in 2,req= 2.683 in3 Nr 0 Section Name Z rpMe TVs TT, Combined j ug w z HSS3-112X3.112X3!16 (in3) (k-ft) DIC Check (kip) D/C Check (k-ft) DIC Check D/C Check J N 2.76 9.522 0.972 OK! 25.76 0.104 OKI 7.927 0.898 OK! L977 KG. o Section Name Z rpM, 9Ve @T„ Combined (X) 2 w z (in3) (k-ft) D/C Check (kip) DIC Check (k-ft) D/C Check 0/C Check HSS5X5X114 7.61 26.25 0.353 OKI 49.77 0.054 OKI 21.82 0.326 OKI 0.497 OK! co www.ReverenceEngineering.com 3 of 5 For proposals and inquiries: 619-354-1152 Projects@ReverenceEngineering.com Project#: 76 Monument RE REVERENCE 1906029 102 E Huntington Dr,Arcadia,CA C ENGINEERING STEEL PLATE SQUARE POST,SQUARE PLATE UNIAXIAL BENDING MATCH PLATES Moi= 9.257 k-ft Design Moment TA,,,1= 13.89 kip Group Tension Fy= 36 ksi Plate Yield b= 10.5 in Plate width M„,= 20.83 k-in Plate Moment t= 0.75 in Plate thickness edge= 1.25 in Bolt Edge Distance Z= 0.773 in3 Plastic Section Modulus n= 2 - #T fasteners d= 5 in Tube Depth M,= 27.84 k-in Nominal Yield Moment sb= 8 in Fastener spacing qq,= 0.9- Strength Reduction Factor arm= 1.5 in Plate Bending Ami WMi= 25.06 k-in Yield Moment Capacity bar=1tin Bending Width Override Fastener T,= 6.9 kikfinii ben= 5.5 in Effective Bending Width D/C: 0.831 OK x.6= 4.2 kip(o) ASTM A307 THRU-BOLT CHECK MATCH PLATE BOLTS p 0.75 - Strength Reduction Factor T,= 6.9 kip Fastener Tension Fe= 58 ksi (Pt= 14.41 kip Tensile Rupture Capacity v,= 1.3412 kip Fastener Shear Fn,= 43.5 ksi DIG: 0.482 OK dbou= 0.75 in Bolt diameter Fe,= 26.1 ksi q3V,= 8.648 kip Shear Rupture Capacity Abort 0.4418 in2 Area of Bolt DIC: 0.155 OK f, 3.0358 ksi Required Shear Stress NRo= 14.41 kip Combined Rupture Capacity Fpm 43.5 ksi Modified Nominal Tensile Stress DIC: 0.482 OK • STAINLESS STEEL BOLT CHECK. MATCH PLATE BOLTS p 0.75- Strength Reduction Factor T,= 6.9 kip Fastener Tension F,= 75 ksi WT„= 18.64 kip Tensile Rupture Capacity Vo= 1.3412 kip Fastener Shear F,,,= 56.25 ksi D/C: 0.373 OK db,„= 0.75 in Bolt diameter F,„= 33.75 ksi pV,= 11.18 kip Shear Rupture Capacity Aka 0.4418 in' Area of Bolt DIC: 0.12 OK f, 3.0358 ksi Required Shear Stress WRn= 18.64 kip Combined Rupture Capacity F',, 56.3'ksi Modified Nominal Tensile Stress D/C: 0.373 OK www.ReverenceEngineering.com 4 of 5 For proposals and inquiries: 619-354-1152 Projects@ReverenceEngineering.com • t Project#: 76 Monument REVERENCE D` E 1906029 ' ENGINEERING 102E Huntington Dr,Arcadia,CA SEISMIC ANALYSIS FOR NON-BUILDING STRUCTURES NOT SIMILAR TO BUILDINGS REF:ASCE CHAPTER 15 USGS REPORT: Risk Category: II ASCE 7-10 Table 1.5-1 Ss 2.516 of g Short Period Spectral Acceleration I, 1 - ASCE 7-10 Table 1,5-2 per 15.4.1.1 S, 0.957 of g 1-sec Period Spectral Acceleration = 8 ft Structural height F, 1 - Site Coefficient w= 15 psf Assumed Seismic Weight(conservative) F, 1.5 - Site Coefficient TABLE 15-4.2: Tt= 8 sec Long-Period Transition Period R= - Response Modification Coefficient for ASCE 7-10 Figure 22-12 Signs and Billboards EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 12.8 PER 15.1.3 Sus= 2.52- Spectral Response Acceleration Parameter [Eqn 11.4-1] Su,= 1.44- Spectral Response Acceleration Parameter [Eqn 11.4-2] Sos= 1.68- Design Spectral Acceleration Parameter [Eqn 11.4-3] SDI= 0.96- Design Spectral Acceleration Parameter [Eqn 11.4-4] x= 0.75- Period Parameter [Table 12.8-2] Ci= 0.02- Period Parameter [Table 12.8-2] Ts= 0.10 sec Approximate Fundamental Period [Eqn 12.8-7] CALCULATION OF SEISMIC RESPONSE COEFFICIENTS PER ASCE 7-1012.8.1.1 = 0.559- Seismic Response Coefficient [Eqn 12.8-2] Vs= 3.353- upper omit for i s ii [Applicable] [Eqn 12.8-3] Cs= 282- Upper limit for T>Tr. [N/A] [Eqn 12.8-4] Ls= 3.353- Applicable Upper limit �s= 0.074- Lower limit [Eqn 15.4-1] Cs= 0.255- Lower limit for S,>-0.6g [Applicable] [Eqn 15.4-2] Cs= 0.255- Applicable Lower limit C,= 0.559 Seismic Response Coefficient(Strength Design) SIGN BUILD Weight Overrides oh Width W w w h z W Fu M, (ft) (ft) (lb) (pl0 (psf) (ft) (ft) (Ib) (kip) (k-ft) 1 1.0 13.3 _ 1 0.5 198.8 111.1 55.56 Seismic Load: 2 6.7 13.3 7.667 4.333 1325 740.8 3210 Base Bending Moment: 3.6 k-ft 3 0.3 13.8 8 7.833 68.75 38.44 301.1 Base Shear: 0.89 kip 4 - 8 8 0 0 0 WIND GOVERNS 5 8 8 0 0 0 6 8 8 0 0 0 Overstrength for Signs: ❑= 2.5 7 8 8 0 0 0 Base Bending Moment: 8.9 k-ft 8 8 8 0 0 0 Base Shear 2.226 kip 9 8 8 0 0 0 WIND GOVERNS 10 _ 8 8 0 0 0 11l _- - 8 8 0 0 0 For Post-Installed Anchors(0.75)per 17.2.3.4.4: • 12 8 8 0 0 0 (as applicable only) 13 8 8 0 0 0 Base Bending Moment 11.9 k-ft 14 8 8 0 0 0 Base Shear: 3.0 kip 15 8 8 0 0 0 WIND GOVERNS 16 8 8 0 0 0 17 8 8 0 0 0 18 8 8 0 0 0 19 8 8 0 0 0 20 8 8 0 0 0 H= 8 ft Overallheight check www.ReverenceEngineering.com 5 of 5 For proposals and inquiries: 619-354-1152 Projects@ReverenceEngineering.com GENERAL DESIGN INCREASE CEATIFICAl0N Patricia coon ; i. imunreggintaionagneginicommtra ro me muumuu 2. miaow,ii,,,,,,,,,c0,,p0.4101,,,,,,,,,,,,. 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(6IS)3541152 T ;'CALCIUM o0`00010220005 1150001x2 Ne-a0 00 rcwm`w'ea.aftaa5 OF ZanaKING Manna MO 5.119.11CAION5 nal COO B STREET.STE 300 1. rcax3Anomrn SAN DIEGO,CA 92101 F • man Ti ,99.723 . .,� 11T°1 iMt rota or Tonal.an aiae MR DIZER5hina woof, f., aka MO 020aRatte Flout.)TO panaz•awn. 2 E a. 714N A WAIL 9.1aNnitat AS 1-Frital.anYIN lEamonrt «G em 9 2 • - SIGN DEVELOPMENT comrcucruti ro mug(um concoct' £ 7.n, `,..,Es.- Fa Ratan wear 00....00 ".' ,� I I I I Ir II [) 2 DESIGN11 20 ewrEftN Ar 90.Darr O.a CONITOCTM. FOUNDATIONS .rMlwrme �s0 I II II I✓'x"2.wroexau are 1=rexapue s90191 50 50 wNµN� em�nJ� a I II II I i M.Yxxr:""wmxn 0 wa .2301 anrrs s SIISTING CONDITIONS I I1FF H o Y Nnlira o120 1375700.39.9.11,1 =IT ea°rvwInn px03.009a1201501.0701 i0 aNracrTALLM EL N I II II I-a.ORCONCERNS. � - a I < N s. Th90°2 { y• 9\ �� ewe Z =ce N ce �R4 II `a[wc ��'2 r .44 Q A ewrunan ,2911,amnammacommgcr.engem,S - a.5 wain PHD p raorstxtab n O Ca a STEEL a5 urn e✓ur.n9 nt 4929 la Mop I a. 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