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BSOL2015-0025Bin # Sign Permit App. 2015-00tity of La Quinta Building &r Safety Division Box 1504, 78-495 Calle Tampico QC�'� La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #P.O. Ij _ Project Address: Washington Park Retail Center. Owner's Name:Washington-111, LTD A. P. Number: Address: 30240 Rancho Viejo Road, Suite B Legal Description: City, ST, zipSan Juan Capistrano, CA 92675 AD/S Sign Company Contractor: 9 P Y � Telephone: 760-485-5308 Address: 2950 Palisades Drive Project Description: city, sT, zip: Corona, CA 92880 Application to install 5 monument signs Tele hone:800-862-3202 throughout the Washington Park Retail Center. State Lic. # : City Lic. #; Arch., Engr., Designer: As approved by the Planning Department via Sign Permit Application 2015-0032 Address: City., ST, Zip: Telephone: State Lic. #: Name of Contact Person: Bill Sanchez Construction Type: Occupancy: Projecta circle one): ' typ New ( ) e Add'n Alter Repair Demo Sq. Ft.:#Stories: # Units: Telephone # of Contact Person: 7607485-5308 Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan god Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Tota Permit Fees s` 2of4 10815 RANCHO BERNARDO RD., SUITE 260, SAN DIEGO, CA 92127 P ROJ ECTMANAG ER@SU LLAWAYENG.COM ENGINEERING PHONE: 1-858-312-5150 FAX: 1-858-777-3534 PROJECT: WASHINGTON PARK RETAIL CENTER, 78-365 HWY.111. NO. 351, LA QUINTA, CA DATE: 07/06/2015 PROJECT #: 8843A-2 (REV. 10/22/2015) ENGINEER: AT CLIENT: ARCHITECTURAL DESIGN & SIGN PAGES: - 16'-0" 8'-6" O.C. C? O 6" STD. PIPE, O.D. = 6.63„ t = 0.280" o o co j #3 @ 12" O.C. EACH WAY, `D TOP & BOTTOM MAT 2L -6"O FRONT ELEVATION (FOR SIGN TYPE A.1 & A.2 ONLY) CITY OF LA QUINT, BUILDING & SAFETY DEF' APPROVED FOR CONSTRUCTION co 6'-0" �, lam. SPREAD FOOTING SIDE ELEVATION (FOR SIGN TYPE A.1 &A.2 ONLY) 3of4 10815 Rancho Bernardo RD., SD, CA 92127 ' projectmanager@sullawayeng.com E.N 0:1 N;.E E R IaIN".G Phone: 858-312-5150 Fax: 858-777-3534 PROJECT: WASHINGTON PARK RETAIL CENTER DATE: 7/6/15 PROJ. NO.: 8843A ENGINEER: AT CLIENT: ARCHITECTURAL DESIGN & SIGN V2•7 building code; CBC 2013 units; pounds, feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 F=qZ*G*Cf*Af structure component with qZ = 0.00256K,KnKdV2 (29.3.2 & 29.4) Cf= 1.412 (Fig. 29.4-1) . max. height= 9.0 Kzt= 1.0 (26.8.2) (=1.0 unless unusual landscape) 16.53 KZ from table 28.3-1 Exposure= , c Kd= 0.85 for signs (table 26.6-1) V= 110 mph G= 0.85 (26.9) weight= 1.425 kips s/h= 1.000 H M„ (k -ft) Z req'd. (in) Moi= 0.00 k -ft B/s= 1.76 at grade 16.5 6.30 5 0.258 Pole Loads structure component height at section c.g. K: qZ pressure qL*G*Ct Wind Ar shear Moment Mw x 0.87 1 4.5 0.85 22.38 26.86 142.5 3828 17225 Footing Design footprint: round co -1.3 (CBC 1605.3.2) CBC Table 1806.2, sections 1806.3.4, 1807.3.2 P=2.61 kip S1=Sxd/3 A=2.34xP/(S1xb) S=267 S1= 610 d =0.5xA (1+ (1+4.36x h/A) A.5) CBC 1807.3.2.1 A= 4.00 footing: 2' - 6" din. 6' - 10" deep CITY OF LA QUINTA BUILDING & SAFPT• ,APPROVED FO .. CONSTRUCTI N oAT� v" 2z• w r sums: 142.5 3828 17.22 (MW) k -ft arm= 4.50 two pole distribution factor (asce fig. 29.4-1 ): x 0.87 3340 15.03 for s/h=1, add 10% (asce fig. 29.4-1): _ x 1.10 16.53 Pu= 1.71 kip M= 16.53 k -ft M=sgrt(MDLZ+MWS) M�= sgrt(1.2MpL2+Mw2)= 16.53 k -ft Pole Design section; pipe M„ < OMA with Mn = fyZ fY 35 ksi 0= 0.9 H M„ (k -ft) Z req'd. (in) Size(in) t (in) Z USE at grade 16.5 6.30 5 0.258 6.8 6" Std. Pipe, �Mn=27.8 k -ft Footing Design footprint: round co -1.3 (CBC 1605.3.2) CBC Table 1806.2, sections 1806.3.4, 1807.3.2 P=2.61 kip S1=Sxd/3 A=2.34xP/(S1xb) S=267 S1= 610 d =0.5xA (1+ (1+4.36x h/A) A.5) CBC 1807.3.2.1 A= 4.00 footing: 2' - 6" din. 6' - 10" deep CITY OF LA QUINTA BUILDING & SAFPT• ,APPROVED FO .. CONSTRUCTI N oAT� v" 2z• w r