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Home My WebLink About1471 ALGA RD; ; CB910710; Permit04/30/91 09: 04 Job Address: 1471 ALGA Parcel No: Valuation: 1 . 0 Page 1 of 1 ' Permit Type: SIGN RIJILDING PERMIT Project No: A9100847 Permit No : CB9 10'7 10 RD st,r : F1: St.e : Development No: 2140 04/30/91 0001 01. 02 P-j+MT .-. 41. . 00 , no Construction Type: NEW Occupancy Group : Class Code: St.atus : ISSUED Description: AVIARA TEMPORARY SIGNS Applied: 04/30./Yl Apr/Is-- ,,ue : 04/30/91 Validated By: Dl: Appl/Ownr : MOTIVATIONAL SYSTEMS, INC. 619 474-8246 2200 CLEVELAND AVENUE NATIONAL CITY, CA 929 CONTRACTOR : MOTIVATIONAL NATIONAL C 823 W. 23R *x* Fees Required Adjustments: Fees : Total Fees: """"""""""_ Fee description """"""""" Building Permit Plan Check * BUILDING TOTAL 619-474-8246 *** """""""-"" Ext fee Data """"""""_ 4 1 , 0 0 J CIW OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Or., Carlsbad, CA 92009 I6191 438-1161 & 7 1. PERMIT TYPE A - nCMERClAL UTENANT IRPROVEMENT ~MECNAYICAL OPCOL USPA ORETAlNlNO WALL OSOLAR @HER J'fSN 2. PROJECT INFORMATION , PLAN CHECK NO. Building or suite No: FOR OFFICF USE ON1 Y 1 / p, CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB910710 FOR 05/21/91 INSPECTOR AREA MP DESCRIPTION: AVIARA TEMPORARY SIGNS PLANCK# CB910710 TYPE: SIGN CONSTR. TYPE NEW OCC GRP JOB ADDRESS: 1471 ALGA RD STR: FL: STE : APPLICANT: MOTIVATIONAL SYSTEMS, INC. PHONE: 619 474-8246 CONTRACTOR: MOTIVATIONAL SYSTEMS PHONE: 619-474-8246 OWNER: PHONE : AI REMARKS: MH/BOB/474-8246 SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 11 ST Ftg/Foundation/Piers L& " - r XI E <"\ ***** INSPECTION HISTORY ***** DATE DESCRIPTION 050691 Ftg/Foundation/Piers 050291 Ftg/Foundation/Piers ACT INSP COMMENTS AP MP CA MP CLIENT: ~otivationnl Systems COtlE : 1980 UHC LOCATION: Carlsbad, CA WINIl: Ba~.ic Wind = - 70 ntph q'. = 13 p5f Cq = 1,4 ~.. ExpoSure = C Design Wind F'ressure8:- . - 0 " 20' 21.8 psf 20 " 40' 2-3.7 psf 40 " 60' 27.3 psf - 4 60 "100' 29.1 -psf 100 "150' 32.0 psf - .. - . - . . " - .. .. . . ................................... ~~~ - .. .- Wind , Total Shear = Moment = 1636.00 Ft-Lb 467.00 Lb '- Axid Lond .= -. 0.00 Lb . Wull Footing . 0.00 Lb.. Uend Loud - 0.00 Ft-Lb 417.VOO Lb Length Width 2.67 Ft . -54.00 In - . 6.0 in X 12.0 in Stem Wull = ~. tlepth i2.00 In (height X width) - - - Uead t L 83.t e r t3-i Live Load 0.00 Ft-Lb 0.00 Lb O+OO Lb 1:lesign A:.:ial Lood . 2.42 Kips Moment @ H.O;F 2.34 ftyK Ecc~entricit.y e 0.97-qt . Mn.:.: Soil F'ressi~re. Y70+59 psf Min Soil Fressure 0.00 psf -Soil Prism Length 1 .1-1 f-t . Resisting +loment - 3.23 fi-K MriMot " .- - - le38 - Reqd Soil Friction-~u - 0 .~19 p~krE: 22-Jnn-91 JOB Aviara Wrought SEI SAN IlIEGO SHEET Iron sign.^ 3935 HARNEY s'r, SUITE 202 +: San .Diego, CA 92110 BY: " &fi--- No. 99 - 113 (61Y) 543-1222 of BASE PLATE .~ .. INPUT M- W EDGE 409 104 UISi 3 360'00 FY 2000 F'c 0.17 IN .. BOLlS - A=T/l+33Ft N0.=1870~1~33*26000*1~ . .. - 0.070 St4 IN - " - WELD - - - .1-*50 INCH TUBE . - Z=BDttlA2/3=1 .50*1.5Ot1+5OA2/3= 3+00 LH/IN 1631' LB/IN - fv=12M/Z=12X409/3.00= - . .. - BOLT. LENGTH IS EMBE~IMENT L'ENGTH ***********Ym******.***** Plate 3/8' ? 22.00 x 6.QO 1 - 5/8' >: 10' Eolt . ......................... .. ......................... 3/16' FILLET WELD .. ALL AFtOUNtl - ......................... HALF STRESS 5/16"~ FILLET FOR ..