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HomeMy WebLinkAbout1911 CALLE BARCELONA; 152; US080028; Permit10/27/2020 US080028 Permit Data City of Carlsbad Hazardous Installations 1911 CALLE 44. 162- Job Address: BARCELONA Permit Type: HI Parcel No: 2550120400 Permit No: US080028 Status: ISSUED Applied 4/16/2008 Approved: 4/21/2008 Lot #: 0 Reference No.: Issued: 4/21/2008 PC #: Inspector: Project Title: FREE PEOPLE HI-PILED STORAGE PLAN CHECK & INSPECTION Applicant: Owner: BORDERS INC FOURTH QUARTER PROPERTIES XXX L C/O DELOITTE TAX LLP P0 BOX 131071 CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 300 0 300 0 1/1 VSc)gcX2g BY..., RAdK DEIdN & EN.4INEERINd do. DATE 5-14-09 412 WEPT BROADWAY, SUiTE #204 . GLENDALE, dA. 91204 JOB NO....R .4 14. SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 STRUCTURAL CALCULATIONS OF STORAGE - SHELVING FOR: FREE PEOPLE 1905 CALLE BARCELONA, SUITE #152 CARLSBAD, CA. 92009 PER CBC 2007 EDITION STORAGE SHELVING CAPACITY: 50 # / LEVEL VESS No-0063624 g CALCS. 1 THRU 4 EXP.: 6/30/11 J DRAWINGS: RD-14149 FOLD UNITS 50 # / LEVEL 25 # / BEAM SIDE VIEW M- 30"x.025'_ . 09"K - 8 - SR= = .004<.05 22 DOUBLE RIVET BEAM r t=11 GA. Ix=.05 .J1 1c,l Sx_.05 11i__Jç Fy36 KSL DATE SUBJECT........................... RACiK DEI(N & ENCINEERIN( dO. 412 WEPT BROADWAY, ØUFFE #204 SHEET NO............ 2 ............ dLENDALE, (fA. 91204 JOB NO....R TEL:(818)240-3810 FAX:(818)240-3813 FOLD MOBILE SHELVING 30" HANGING SHELVING DOUBLE RIVET BEAM I 3/32 t=14 GA. I] I. KSL SEISMIC DESIGN X W CBC 2007, RMI SPECS. ASCE 7 (SEC. 15.5.3) 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. SDS 81 W=D.L.+L.L. LOAD PER COLUMN - 8x.05K_ 2K 2 W=.lD .2L.3K v= .81xlx.3 = •04K BASE SHEAR 6 PER COLUMN SR= 09"K = .004<.12 22 .O2' 04K 0 BY... . RAdK DEIcN & ENdINEERINc4 dO. DATE 412 WET BROADWAY UFYE #204 SHEET NO............ 3 ............ cLENDALE, dA. 91204 JOB NO...J ... SUBJECT FEL(018)240-3810 FAX:(818)240-3813 COLUMN "1" POST COLUMN 'L' POST A.40 A=.2 t.O75 Imtn=.08 KI - 45 - - - 85 Imin=.04 KI 45 - 113 1' Lf Fa KSI k4 KSI __x mn 54 Fa____ P=FxA=4'mn a a PF xA =1K a a 4 Fy36 KSI Ma =rb= 1.8 Fy=36 KSI Ma ib COMBINED STRESS RATIO V jj =TT= .57<1.33 MOMENT AT BEAM CONNECTION M96 75"K SEAM CONN. 1 I Va = .252x3.14 x8Ox.4=1.5K RIVET 4 Ma = 15Kx15)x133_30"K CONN .25"0 RIVET Fy=80 KSI ir COLUMN BASE PLATE ANCHOR SHEAR = 04K fi USE (1)-1/4"0 ANCHOR AT 'L'—POST, (2)-1/4" AT '1' POSTS PER BASE PLATE, 2" EMB. POWERS SCREW TYPE (ESR-1678) OR 1.1 l/4iJ t=14GA. APPROVED EQUAL, (NO SPECIAL INSPECTION REQ'D) OVERTURNING OVERTURNING TOP LEVEL LOADED ONLY MOT .O4Kx2x1O8x.5x1.15 = 49"K M01.O1 KX2X108"=22'K MR 3KX18" 54"K NO UPLIFT MR.15Kx18 27"K NO UPLIFT MOBILE SHELVING ANTI TIP TRACK ANCHORD TO FLOOR w/ 1/4"0 ANCHORS © 24" o.c. ANTI—TIP BOLTED TO MOBILE CARRIAGE w/ (2) 1/4"0 BOLTS SHELVING POST CONNECTED TO CARRIAGE W/ (2) 1/4"0 TEK SCREWS PER POST RA€iK DEIN & ENdINEERINi dO. 4 DATE 4.:99 412 WEPT BROADWAY, ØUITE #204 SHEET NO ........... 4LENDALE, dA. 91204 JOB NO.........4149 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 CHECK SLAB 300 = .304443 3" 1000 1-)2x1000x-_x12 =94 M= (- "# = 12x52 = 50 1.8 < 1.6 V55 =80 300# 5" CONCRETE SLAB 11J 2500 PSI. CONC. • • 1000 PSF. SOIL •44 • • 0]. •.. • • ;: .: •. I 4 rPI 4 I