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2858 LOKER AVE E; 200; CBC2019-0540; Permit
Building Permit Finaled Commercial Permit Print Date: 12/14/2020 Job Address: PermitType: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: ProjectTitle: 2858 LOKER AVE E, # 200, CARLSBAD, CA 92010-6673 BLDG-Commercial Work Class: 2090832100 Track #: $199,999.00 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check #: Plan Check#: Tenant Improvement Description: NATIONAL TIRE WHOLESALE: HIGH PILED STORAGE AND RACKING FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) FIRE High Piled Storage Property Owner: QUATTRO PARTNERS LLC // DELNORTE FARM! INC 171416TH ST SANTA MONICA, CA 90404 581473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $2,487.70 Total Payments To Date: $2,487.70 (city of Carlsbad Permit No: CBC2019-0540 Status: Applied: Issued: Finaled Close Out: Inspector: Final Inspection: Balance Due: Closed -Finaled 11/18/2019 01/16/2020 CRenf 12/14/2020 AMOUNT $981.00 $686.70 $756.00 $8.00 $56.00 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION 8-2 Plan Check (&: W/4 -0~~[) Est . Value ilii~11 PC Deposit jZ'iG.io--- Date j /. ft1 · 201t:J Suite: WO APN: CT/Project#:. _________ Lot#: ___ _ D Addition/New: __________ New SF and Use, __________ New SF and Use, ___ Deck SF, Patio Cover SF (not including flatwork) ie('Tenant Improvement: SF, Existing Use --'S=--,\1-----Proposed Use __ S-----'-\ ___ _ _____ SF, Existing Use Proposed Use _____ _ 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ___________ _ D Solar: ___ KW, __ Modules, ___ Mounted, Tilt: Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes/ No D Plumbing/Mechanical/Electrical Only: ________________________ _ ref Other: --lp /_L_f__;!'tl~'iJ_:_,;_, ----'-qq_:_~-=--------------- APPLIC~! (PRl~A_RXJ · PROPERTY OWNER Name:2>lltYl (l(\fV\t\ ~ mm-Cl Name: [2.o\?e(t Lum\t'I Address: tl3D :e: c,,ov--e~~ st Address: _____________ _ City: CDV) VJ g St~le: CA Zip: 417 24 City: -------=-__,.-__,,..-State:. __ Zip: ___ _ Phone:!oliP · :41-~?g . Phone: '?;\O· ?J\4 · oioo Email: SttUmoft:.! ~11mtc(t1l, Email: ________________ _ CoWl DESIGN PROFESSIONAL Name: Address: City:-~~=-...:..:.,.....:.:....;.,,-- CONTRAQ OR BUSINESS Name: VOli__B fol~ Address: _________________ _ City:---=:----:---=-State: ___ Zip: _____ _ Phone: t14q , 1Ci'Q l)~\Q ->===~",L-1...!...!:..l.....!:..l~u.A.a...lL1l..l...Ll,~=4--·\!...!. 7.!::!.1..!:l~ Email:-------,---------.----- Architect State License: IYX., COrY'state License: 92.4~2-:t Bus. License: ,4.ppl,d, o (Sec. 7031.5 ?us~1~ ~fessions Code· Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to~s issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Page 1 of 2 Email: Building@carlsbadca.gov Rev. 06/18 Building Permit Inspection History Finaled (city of Carlsbad Perrnlt Type: BLDG-Commercial Application Date: 11/18/2019 Owner: QUATTRO PARTNERS LLC ii DELNORTE FARMS INC Work Class Tenant Improvement Status Closed -Finaled Issue Date· 01/16/2020 Expiration Date 01/19/2021 IVR Number: 23167 Subdivision: CARLSBAD TCT#74-21 Address: 2858 LOKER AVE E, # 200 CARLSBAD, CA 92010-6673 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Date Start Date Status 01/28/2020 01/28/2020 BLDG-14 117591-2020 Passed Chris Renfro 01/29/2020 02/20/2020 05/12/2020 Frame/Steel/Bolting/We ldlng (Decks) Checklist Item COMMENTS BLDG-Building Deficiency High piled storage racks framing and anchor bolt per plan. Third-party inspector report collected. Need fire sign off prior to building final. 01/29/2020 BLDG-Final Inspection Checklist Item 117814-2020 COMMENTS Failed Chris Renfro BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Need Fire Final prior to building final. BLDG-Fire Final Checklist Item FIRE-Building Final 02/20/2020 BLDG-Fire Final Checklist Item FIRE-Building Final 12/14/2020 BLOG-Final Inspection Checklist Item 117685-2020 COMMENTS Failed Felix Salcedo Door signage required for door access. Additional exit sign on west corner (directional). Fire riser/ SDGE keys required. Roof access door signage required. 119617-2020 COMMENTS Failed Felix Salcedo Additional exit sign on west corner (directional). Fire riser/ SDGE keys required. Knox box required. 146308-2020 COMMENTS Passed Chris Renfro BLDG-Building Deficiency FIRE FINAL COMPLETED 4/22/2020 BUILDING FINAL COMPLETED ON MAY 1: 2020 BLDG-Structural Final BLDG-Electrical Final Monday, December 14, 2020 Reinspection Inspection Passed Yes Reinspoction Incomplete Passed .No Reinspection Incomplete Passed Reinspection Incomplete Passed Complete Passed Yes Yes Page 1 of 1 DATE: 1/9/2020 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2019-0540 ✓• EsG1I A SAF[built Cornp,-.<1y SET: II PROJECT ADDRESS: 2858 Loker Ave. East Suite #200 PROJECT NAME: Storage Racks for National Tire Warehouse ~PPLICANT t JURIS. IZJ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: Samantha Rummel IZJ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone (by: Telephone#: ) Email Fax In Person IZJ REMARKS: 1. Fire Department approval is required. 2. City to field verify that the path of travel from the handicapped parking space to the rack area and the restrooms serving the rack area comply with all the current disabled access requirements. By: David Yao EsGil 1/2/20 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 12/3/2019 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2019-0540 ✓• EsG1I A SAFEbuiffCompany SET: I PROJECT ADDRESS: 2858 Loker Ave. East Suite #200 PROJECT NAME: Storage Racks for National Tire Warehouse □ APPLICANT □ JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. l:8J The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. l:8J The applicant's copy of the check list has been sent to: Samantha Rimmel D EsGil staff did not advise the applicant that the plan check has been completed. l:8J EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Samantha Rimmel Telephone#: 626-347-4639 Date contacted: Mail Telephone 0 REMARKS: By: David Yao EsGil (by: ) Email: srimmel@seizmicinc.com Fax In Person Enclosures: 11/19/19 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 City of Carlsbad CBC2019-0540 12/3/2019 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2019-0540 PROJECT ADDRESS: 2858 Loker Ave. East Suite #200 DATE PLAN RECEIVED BY ESGIL: 11/19/19 REVIEWED BY: David Yao FOREWORD (PLEASE READ): DATE REVIEW COMPLETED: 12/3/2019 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? □ Yes □ No i City of Carlsbad CBC2019-0540 12/3/2019 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK#.: CBC2019-0540 DATE: 12/3/2019 BUILDING ADDRESS: 2858 Loker Ave. East Suite #200 BUILDING OCCUPANCY: !BUILDING ~ AREA I Valuation Reg. ( Sq. Ft.) Mijtipier Mod. PORTION racks per city Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance ~ t M!i;T: Plan Check Fee by Ordinance ~ VALUE Type of Review: Complete Review □ Structural Only D Repetitive Fee ..,. Repeats Comments: □ Other 0 Hou:ly &Gil Fee 1-------11 Hr. @ * ($) 199,999 199,999 Sheet of BOJ Consuftiny, Inc ACalfoml&Corpc:n 1 I 7>11 0ra,,p Dr ,.,.l_ , ... ,, ... Cell (lt◄) 863-<JISO , (817) 764-l'Hlf H £, F CONSULTING , INC. Dffcript;on,of WorlJObserv1td. DATE: ~ rd -=]_.__ __ _ ment CBC2019-0M.Q_~ -V I ------------ ------------ CCt • et,m of Ciim~~ r 8) ttvs signature U'1 tt\t' tnrs ~ r~ I a,cJmow ge tr!il1 BOJ Cor. .. ttt. perlOfT'l'led the aboYe ob$er,a!Ax ---""'_,,, •• et~ ______ _,,.1,1,,...,._ ~ " 1,, ...... ., • ·~._~ ..... ..... , --=! ... ~ ... ,-,:;-;;;;:Jt • 1..1.../" C, <,,.. f-'j ·~ ,f)~ 80J Conswting. Inc.. ACIIIJtornlaCCltJ>ora,,t 106! ~'-" CA tZ,-0 Cell (711) 86).'91 •i F ..) CONSULTING, tNC. Observation Report and Observation Agreement n .., :. . Cit', T,-.,,.,i. • "'lolol ...... ''-'4::J.lll!t' .,. . ---, .J.._ Ni CBC2019-0540 -------------~--~ ~~A=---------------1 By ~ oo lhe ttlis ())sem:bon ~ I act.no~ Nt BOJ ~ Inc. perlomtx1 the abow ob!en-300 l.f------1 '" d ., ... ~--....... ~ ..... .,,.._._ .... ~--N.....,._..., SPECIAL PRODUCTS TANK SUPPORTS MACHINERY RACKBLDGS SHEDS WORK PLATFORMS FOOTINGS CONVEYORS TALL SUPPORTS HEADER STEEL ROBOTIC PLATFORMS PICK MODULES ROOF VERlFICATION STORAGE RACKS SELECTIVE DRIVE-IN PUSH BACK FLOW RACK CANTILEVER OTHER SER VICES SEISMIC ANALYSIS PERMIT AQUISITION EGRESS PLANS STATE APPROVALS PRODUCT TESTING TllLE24 Licensed in 50 States for National Tire Wholesale SHELVING METAL METAL/WOOD MOVABLE GONDOLAS LOCKERS CATWALKS 2858 Loker Ave East Ste 200, Carlsbad, CA Job No. 19-2682 Expires SFP 1 0 2021 1130 E. Cypress St • Covina, CA 91724 • SPECIAL PRODUCTS SHUTTLES VLMVRC CAROUSELS FENCING SYSTEMS MODULAR OFFICES MINI-LOAD SYSTEMS (909) 869-0989 u csc~o,q-051.Jo L: • --"-' ~~ PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: I MATERIAL HANDLING ENGINE!ERING CALCULATED BY: banjarjian ... EST. 1985 DATE: 11/4/2019 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PN: 20191010_22 Table of Contents Parameters ............. 2 Components and Specifications ... 3 Loads and Distributions . 6 . .. Basic Load Combinations ... 9 Longitudinal Analysis ...... IO Column & Backer Analysis .. 11 Beam Analysis ................. 13 Beam to Column Analysis ..... 16 Bracing Analysis ....... 17 Anchor Analysis ... 19 Overturning Analysis. 22 Baseplate Analysis ....... . . 23 Slab and Soil Analysis. 25 Scope: This storage system analysis is intended to detennine its compliance with appropriate building codes with respect to static and seismic forces. The storage racks are prefabricated and are to be field assembled only, with no field welding. ~~ ~-~------- MATERIAL HANDLING ENGINEERING EST. 19S5 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 2 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 201910!0_22 The storage racks consist of several bays, interconnected in one or both directions,with the columns of the vertical frames being comon between adjacent bays, This analysis will focus on a tributary bay to be analyzed in both the longitudinal and transverse direction. Stability in the longitudinal direction is maintained by the beam to column moment resisting connections, while bracing acts in the transverse direction. CONCEPTUAL DRAWING Some components may not be used or may vary TRIBUTARY AREA Le!!end ___ / ____ I. Column ' 2. Base Plate 1 I ! I ! I 3. Anchors 4. Bracing ' ' 5. Beam ' __________ J TRANSVERSE 6. Connector LONGITUDIN,llL NOTE: ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET . ~------0--- MATERIAL HANDLIN~ ENGINEERING EST. 19115 TEL:(909)869-0989 1130 E CYPRESS ST COVINA CA 91724 COMPONENTS AND SPECIFICATIONS Analysis per section 2209 of the 2016 CBC Levels: 4 Panels: 6 load per Level 2000 lbs I 60" 2000 lbs 300" 60" 2000 lbs 60" 2000 lbs 60" I ., 120" ' FRONT VIEW FRAME COLUMN 2.95 x 3 • .067 (C46) Steel -55000 psi Stress = 52% (level 1) HORIZONTAL BRACE 1.5 x I -.075 Stress -47% (panel I) DIAGONAL BRACE 1.5 X I • .075 Stress -95% fnanel 3) Base Plate Steel -36000 psi • 5 x 7 x 0.375 in. 2 anchors/plate Moment -263 7 in-lb. Stress= 4% Seizmic Analyzer PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 3 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010_22 Configuration 1: TYPE I u 1.7 S -1.03 F-109 I-I V -275 lbs, Ps,ari<· = 4200 lbs. s;-0.4 F"-16 SDC-D V,::;:, -l080 lbs. Pseismi-= 2867 lbs. " . -t I/ 60" t I/ 60" t I/ 60" +-/ 42" +-/ 42" 1,.- }-54" -----'i, SIDE VIEW BEAM CONNECTOR 4.]87 X 2.75 · .059 (6418) 3 Tab 2" cc Connector (IM) Steel -55 ksi Max Static Cap. -3594 lb. Stress= 45% Stress= 58% Max stress = 45% (level I) Max stress= 58% (level 1) Slab & Soil Anchors Slab -5" x 2500 psi HiltiKwikBoltTZ(KB-TZ) ESR-1917 Sub Grade Reaction = 50 pci 0.5 in. x 2.375 in. Embed. Slab Bending Stress -24% (S) Pullout Capacity -879 lbs. Shear Capacity -946 lbs. Anchor stress = 69% version 20191029 © Copyright 1991-2018 Seizmic Inc. All rights reserved ~~,. ~Y''"' MATERIAL HAND~ING~NGINEERING EST. 1985 TEL:(909)869-0989 I 130 E CYPRESS ST COVINA CA 91724 COMPONENTS AND SPECIFICATIONS Analysis per section 2209 of the 2016 CBC Levels: 3 Panels: 6 Load per Level 2600 lbs I 72• 2600 lbs 300" 72• 2600 lbs 84" I ., 120" ' ' ' FRONT VIEW FRAME COLUMN 2.95 x 3 -.067 (C46) Steel -55000 psi Stress -77% (level 1) HORIZONTAL BRACE 1.5 x 1 -.075 Stress = 44% (panel I) DIAGONAL BRACE 1.5 x I -.075 Stress = 99% lnanel 3) Base Plate Steel -36000 psi * 5 x 7 x 0.375 in. 2 anchors/plate Moment -2637 in-lb. Stress= 5% Seizmic Analyzer PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 4 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010_22 Configuration 2: TYPE AG/OTR u L7 S -I 03 F -l 09 I-I ~"' -258 lbs. psla/1<' = 3990 lbs. s;-o:4 Fi-1.6 SDC -D Tran.,= 1013 lbs. Pd.,mic = 2747 lbs. -t / so· t / so· t / so· +-/ 42" +-/ 42" 1,- j.--54" ----'\- SIDE VIEW BEAM CONNECTOR 4.187 X 2.75-.059 (6418) 3 Tab 2" cc Connector (IM) Steel -55 ksi Max Static Cap. -3594 lb. Stress= 58% Stress= 73% Max stress -58% (level I) Max stress= 73% (level 1) Slab & Soil Anchors Slab -5" x 2500 psi HiltiKwikBoltTZ(KB-TZ) ESR-1917 Sub Grade Reaction -50 pci 0.5 in. x 2.375 in. Embed. Slab Bending Stress -22% (S) Pullout Capacity -879 lbs. Shear Capacity -946 lbs. Anchor stress = 77% version 20191029 © Copyright 1991-2018 Seizmic Inc. All rights reserved rsii~1 L~='=;:="'=cc;;:;:;.iiz,;·.,'}•,ii.,:'11'.,1 •.,, .i · ~-:_.0 INC ·. ~-----MA TE RIAL HANDLING.ENGINEERING EST. 1985 TEL:(909)869-0989 I 130 E CYPRESS ST COVINA CA 91724 COMPONENTS AND SPECIFICATIONS Analysis per section 2209 of the 2016 CBC Levels: 3 Panels: 6 Load per Level 2000 lbs I 42" 2000 lbs PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 5 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010_22 Configuration 3: TYPE I-T u 1.7 Adjacent to: TYPE I S, -1.03 F" -1.09 1-1 ~•, -237 lbs. pslalic = 3645 lbs. s, -0.4 F.. -1.6 SDC-D Trans= 933 lbs. P,,mmi" = 2762 lbs. - f I 60" I t 60" 60" t e.--'-t I 60" 300" 2000 lbs 60" I/ ~,-- ~ e.--'-60" t 60" / 42" 138" e,--'-t ~ / ri 120" ' j.--54" --'\-' FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 6 X 2.75 X .059 (6600) 3 Tab 2" cc Connector (IM) 2.95 x 3 · .067 (C46) Steel -55 ksi Max Static Cap. -7034 lb. Stress= 13% Steel -55000 psi Stress= 29% Stress= 44% (level 1 adj.) Max stress = 13% (level I) HORIZONTAL BRACE Max stress= 29% (level 1) 1.5 x I -.075 Stress -40% (panel I ) DIAGONAL BRACE 1.5 x 1 -.075 Stress -99% lnanel 3) Base Plate Slab & Soil Anchors Steel -36000 psi • Slab -5" x 2500 psi HiltiKwikBoltTZ(KB-TZ) ESR-1917 5 x 7 x 0.375 in. 2 anchors/plate Sub Grade Reaction= 50 pci 0.5 in. x 2.375 in. Embed. Moment -2637 in-lb. Stress= 6% Slab Bending Stress -21 % (S) Pullout Capacity -879 lbs. Shear Capacity -946 lbs. Anchor stress= 62% Seizmic Analyzer version 20191029 © Copyright 1991-2018 Seizmic Inc. All rights reserved ~~1.·· !::.:.:::c . IN?"'"S1'""'' ~~ MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E CYPRESS ST COVINA CA 91724 Loads and Oistnl>utions: TYPE AG/OTR PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 6 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010_22 Detenni11g Kisrofo basr sbw per Section 2.6 of the RMI & !i.octinn 2209 of the 2016 CBC # of Levels: 3 Pallets Wide: 2 Pallets Deep: 1 Pallet Load: 1300 Total Frame Load: 79801bs SD, ~ 2/3 · s, F. = 0.75 S=2/3S·F~ DI I , 0.43 w, = 0.67 · WPJ, + WDL = 5406 lbs SSswic Shear per RMI 2012 2 6 3· Longitudinal ~ S,,, I (T,·R,) ·I,.· W, SDC: wl'L: WDL: Fv: ~ 0.43 I (1.5 · 6) · I· 5406 ~ 258.29 lbs V""' need not be greater than: ~c I W , ' , = 0.75 I 61 5406 ~ 675.75 lbs D 7800 180 lbs 1.6 IfS, >= 0.6, then V""' shall not be less than: ~c I W ' p ' = 0.5 · S, IR, I, W, = 0.5 · 0.4 I 6 ·I· 5406 ~ 180.65 lbs V""' shall not be less than: ~c I W , F , ~ Max[0.044 · S0,, 0.03] ·I,· W, ~ Max[0.03, 0.03, 0.03] ·I· 5406 ~ 180.65 lbs Since: 258.29 <= 675.75 & 258.29 >~ 180.65 & 258.29 >~ 180.65 V""" = 258 lbs R,: R,: Fa: Tl: 6 4 1.09 1.5 Ss: SI: Ip: vlran,l "" 1.03 ----..___ '" 0.4 V I '" '" "' '" -. I-, --1 Transverse V _ need not be greater than: ~c I ·W ' p ' -/ '" / F5 I" / F3 /" / F1 ~ 0.75 I 41 · 5406 = 1013,63 lbs IfS, >= 0.6, then V _ shall not be less than: V"""'' = C, ·I,,· W, vtran,.1 =0.5·S,/R, I,. W, ~ 0.5 · 0.4 I 4 ·I· 5406 ~ 270.98 lbs V _ shall not be less than: ~ Max[0.044 · S0,, 0.5 S, / R,, 0.03] · I, W, ~ Max[0.03, 0.05, 0.03] · I· 5406 ~ 270.98 lbs Since: 1013.63 >~ 270.98 & 1013.63>~270.98 v_=1013lbs PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 7 CALCULATED BY: banjarjian TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 Loami end Dis1nbutions: TYPE AG/OTR <Page 2) Level h. w, I 84 1330 2 156 1330 3 228 1330 ~H, -(=V--- I~H, Longitudina1 w,h, t; 111720 46.31 207480 86 303240 125.69 DATE: 11/4/2019 PN: 20191010_22 Transverse w, w)t t; 1330 111720 181.82 1330 207480 337.67 1330 303240 493.51 PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 8 CALCULATED BY: banjarjian DATE: 11/4/2019 TEL:(909)869-0989 PN: 20191010 22 1130 E CYPRESS ST, COVINA, CA 91724 Fundamental Period of Vibration <Longitudinal) Per FEMA 460 Appendix A -Development of An Analytical Model for the Displacement Based Seismic Design of Storage Racks in Their Down Aisle Direction Where: W ,, ~ the weight of the ith pallet supported by the storage rack h,, ~ the elevation of the center of gravity of the ith pallet with respect to the base of the storage rack g = the acceleration of gravity N, ~ the number of loaded levels k0 = the rotational stiffness of the connector kb,: = the flexural rotational stiffness of the beam-end k. ~ the rotational stiffness of the base plate k~ = the flexural rotational stiffness of the base upright-end N0 = the number of beam-to-upright connections Nb = the number of base plate connections k ~ 6EI, • L k 4EI, ~ "" H k,,~ EI, H L ~ the clear span of the beams H ~ the clear height of the upright lb = the moment of inertia about the bending axis of each beam I, ~ the moment of inertia of each base upright E ~ the Young's modulus of the beams Calculated T ~ 3.43 Since the calculated Tis greater than 1.5, the more conservative value of 1.5 is used in the calculations (A-7) # oflevels 3 min.# of bays 3 N, 8 k, 230 kip-in/rad k. 2508 kip-in/rad k, 133 kip-in/rad k« 534 kip-in/rad L 120 in 10 1.03 in~ H 228 in E 29500 ksi Level h,, w,, 1 117 in 2 kip 2 189in 2 kip 3 268 in 2 kip PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA ~~';.· ~~1~~ MATERIAL HANDLING ENGINEERING SHEET#: 9 CALCULATED BY: banjarjian EST. 1985 • DATE: 11/4/2019 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PN: 20191010_22 LRFD Basic Load Combinations: TYPE AG/01R 2016CBC&RMI/ANSIMH 161 V '"'" -1,013 lbs Mrr.ms -I:f,.,.,,, · h, -180,469 in-lbs p V '""' = 258 lbs ETran, = M,,.," / frame depth -3,342 lbs p p = Product Load / 2 -3,900 lbs p D = Dead Load· 0.5 = 90 lbs SJ)S L = Live Load -0 lbs S -Snow Load -0 lbs R -Rain Load = 0 lbs Lr= Live Roof Load -0 lbs W = Wind Load= 0 lbs Basic Load Combinations I. Dead Load -1.4 D + 1.2 P 2. Gravity Load 3. Snow/Rain 4. WindLoad SA. Seismic Load -(1.4 · 90) + (1.2 · 3,900)-4,806 lbs = 1.2 D + I .4 P + 1.6 L + 0.5 (L, or S or R) -(1.2 90) + (1.4 3,900) + (1.6 0) + (0.5 · 0)-5,568 lbs -1.2D + 0.85P + (0.5L or 0.5W) + 1.6(L, or Sor R) = (1.2 90) + (0.85 3,900) + (0.5 0) + (1.6 · 0)-3,423 lbs = 1.2D + 0.85P + 0.5L + I.OW+ 0.5(L, or Sor R) -(l.2 · 90) + (0.85 · 3,900) + (0.5 · 0) + (1.0 · 0) + (0.5 · 0)= 3,423 lbs (Transverse)-(1.2 + 0.2S0,)D + (1.2 + 0.2S0 ,)pP + 0.5L + pE,""' + 0.2S -0.7 = 1.0 (Uplift combmation only) -I = .75 SB. Seismic Load -(1.2 + 0.2 .75) 90 + (1.2 + 0.2 · .75)· 0.7 3,900 + 0.5 · 0 + l · 3,342 + 0.2 · 0= 7,149 lbs (Longitudinal) -(I .2 + 0.2SnsJD + (1.2 + 0.2S0JpP + 0.5L + pE,."" + 0.2S =(l.2+0.2.75) 90+(1.2+0.2.75)·0.7·3,900+0.5 0+ l 0+0.2 0=3,8071bs 6. Wind Uplift 7. Seismic Uplift 8. Product/Live/Impact -0.9D + 0.9P,,,, + I .OW -0.9·90+0.9·3,900+ 1.0 o-81 lbs -(0.9 -0.2SDJD + (0.9 -0.2SD,)PP,,. -pE,,. •• -(0.9 -0.2 · .75) 90 + (0.9 -0.2 .75) · l · 3,900 -I -3,342= -349 lbs For a single beam, D -40 lbs P -1,300 lbs I -162 lbs See Base Plate tension Analysis for Over-Strength factor application. = 1.2D + 1.6L + 0.5(SorR) + I .4P + 1.41 (1.2 40) + (1.6 0)+ (0.5 0) + (1.4-1,300) + (1.4 162)-2,0941bs ASD Load Combinations for Slab Analysis 1. (! + 0.105S'n,)D + 0.75((1.4 + 0.14Sn,)PP + 0.7pE) -(I +0.105.75) 90+0.75((1.4+0.14·.75)·0.7 3,900+0.7·1 3,342)-4,9331bs 2. (I+ 0.14Sos}D + (0.85 + 0.14Sn,}PP + 0.7pE =(I +0.14 .75) 90+(0.85+0.14 .75) 0.7 3,900+0.7·1 3,342-S,0461bs 3. D+P -90 + 3,900 -3,990 lbs TEL:(909)869-0989 l 130E. CYPRESS ST, COVINA, CA 91724 Longitudinal Analysis: TYPE AG/OTR PROJECT: National Tire Wholesal FOR: MH Design Management_T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 10 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010_22 This analysis is based on the Portal Method, with the point of contra flexure of the columns assumed at mid-height between beams, except for the lowest portion, where the base plate provides only partial fixity and the contra flexure is assumed to occur closer to the base (or at the base of pinned condition, where the base plate cannot carry moment). MGnn ~ ((M,,W<, + M,,w.,) / 2) + M,,a, V '"' ~ V,""' / # of columns ~ 129 lbs M,,. ~ 2637 in-lbs M, """ ~ ((V "' h,) -M,., (129 lbs· 82 in,) -2637 in-lbs~ 7941 in-lbs Levels h, I 84 2 72 3 72 ,f--6------.t ., .. ~ Axial Load Moment 23 3,990 7,941 43 2,660 6,393 63 1,330 6,393 Mn-n --M5-5 M4-4 FROKT ELEV A TION Beam End Connector Moment Moment 2,890 10,057 2,890 9,283 2,890 6,086 Fn F5 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 COLUMN ANALYSIS: TYPE AG/01R ( Level I } AnalyffllperRMI AISI 2012 ILRFD\ and1he2016 CBC PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 11 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010_22 Section subject to torsional or flexural-torsion buckling (Section C4. l .2) K, ·L,IR, = 1.7·82/ 1.239 K, L, IR, = 1 42 / 1.128 KLIR,,,.x = 112.47 = 37.23 = 112.47 = (1.239' + 1.128' + -2.926')'" = 3,372 in. ~ = I -(Xo/ro)' = 1 -(-2.926/3.372)' = 0.247 F., = n'E I (KL/r )m,! = 3.14' 29500 I 112.47' = 23.015 ksi F,, =(I I 2/J}((a .. + a,)'-(4/Ja"a,))'") =(I/ (2 0.247)((23.015 + 81.133)-(23.015 + 81.133)' -(4 · 0.247 · 23.015 81.133))"')= 18.765 ksi where: a,., =n'E I (K,L, IR,)' = 3.14' · 29500 I 112.47' = 23.015 ksi a, = 1 I Ar, '(GJ + (n'EC,j I (K,L,)') = l / 0.672 · 3.372'(11300 0.001 + (3.142 · 29500 · 2.36) / (0.8 · 42)') = 81.133 ksi F, = Min(F,,, F,,) =18.765 ksi \ = (F, IF,)'"= (55 I 18.765)"' = 1.712 Since 1., >= 1.5: F, = (0.877 I\')· F, = 16.456 Thus: ~-= 9145 lbs P, = 7773 lbs (Eq. C3.1.2.1- 7) (Eq C4.1.2-3) (Eq C4.1.1-l) (Eq C4.1.2-l) (Eq C3.J.2-l 1) (Eq C3.1.2-9) (Eq C4.l-l) (Eq C4.l-4) (Eq C4.1-3) 2.95 X J • .067 SECTION PROPERTIES Depth 3 in. Width 2.95 in. I 0.067 in. Radius 0.125 in. Area 0.672 in.' AreaNet 0.596 in.' I, 1.032 in. 4 s, 0.7 in.' S~Not 0.67 in.' R, 1.239 in. '· 0.855 in.' s, 0.505 in.' R, 1.128 in. J 0.001 in. 4 c" 2.36 in.' J, 3.162 in. x, -2.926 in. K, 1.7 L, 82 in. K, I L, 42in. K, 0.8 F ' 55bi F, 70bi Q 0.82 G 11300bi E 29500bi c., 0.85 C, -I c, I c,, I Phih 0.9 Phi,, 0.85 ~~1.·_· ~-~"~ MATERIAL HANDLING ENGINEERING EST. 19S5 • TEL:(909)869-0989 l l30 E. CYPRESS ST, COVINA, CA 91724 COLUMN ANALYSIS: TYPE AG/OlR ( Level 1 ) Analyz.edperRMI AISI 2012 ILRFD) and1he 2016 CBC. Lateral-torsional buckling strength [Resistance] (Section C3. l.2) J>.., = P,. ¢, = 25980 lbs Where: P,., = A)': = 0.556 · 55 = 30565 lbs M, = M, = SJ', = S"']; F, =c;,r,A(u0 o;)'" IS,= 139.904 ksi F, = C:Ao;,U + C,(i' + r/(o; lu,J)'") I (C,,S,) = 86.505 ksi F, = (c;.rr'Ed~)l(S,(K,L,)'=605.1 ksi Fm,, = 86.505 ksi Since: 0.56}': < 2.78}': F, = (10/9)FJI -(/OF, I 36F)) = 50.3 ksi Reduced F,.,·ff = I -((I -Q) 12)' (F, I}':)"· f'. = 46.1 ksi M,., = 30900 in-lbs M,, = 23271 in-lbs M..A = 27810 in-lbs M,,..¢,,= 20944 in-lbs P,,, = n' E( I (K,Lj' = 15466 lbs P,,, = n'E~ I (K,L)'= 141169 lbs a, =(l-(¢,PIP,J)=0.119 a, =(1-(¢,PIP,,))=0.916 P,,.,., = 7,149 lbs P,,,.,= 3,807 lbs M. = M. = 7952 in-lbs P .... =(1.2 D)+(l.4'P)=5567lbs M=M o n.mm P,,_s, IP,, = 5567 I 7773 = 0.72 Static Stress= 71% Since: P, IP. >= 0. 15 Stress I = P, I J>. +hf.I (¢,,M,,J + M, I (¢,,M,) = ((3,807 / 7773) + (7952 / 27810) +(I/ 20944)) = 77% Stress2 = P, IP,. + Cm,M, I (¢,M,.,a,) + Cm,M,. I (¢,M_,a) PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 12 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010_22 (Eq C3.l.2.l-l) (Eq 3.1.2.1-4) (Eq 3.1.2.1-10) (Eq C3.l.2.I-2) (Eq C5.2.2-6) (Eq C5.2.2-7) (Eq C5.2.2-4) (Eq C5.2.2-5) (Eq C5.2.2-2) (Eq C5.2.2-2) (Eq C5.2.2-l) 2.95 X 3 -.067 SECTION PROPERTIES Depth 3 in. Width 2.95 in. t 0.067 in. Radius 0.125 in. Area 0.672 in.' AreaNet 0,596 in.' I, 1,032 in.' s, 0.7 :in.1 $,Net 0.67 m..1 R, 1.239 in. ,, 0,855 in.' s, 0.505 in.' R, 1.128 in. J 0.001 in.' C,, 2.36 in.' I. 3.162 in. X " -2.926 in. K, 1.7 L, 82 in. K, I L, 42in. K, 0.8 F, 55ksi F, 70ksi Q 0.82 G 11300ksi E 29500 ksi cm, 0.85 C, -I c, I = (3,807 / 25980) + (0.85 · 7952 / 27810 · 0.779)) + (0,85 I / 20944 0.976))) = 45% Stress3 P, / P,,, = 7,149 / 25980 =27% c" Phib I 0.9 Column Stress = Max(Stress I, Stress2, Stress3, Static) = 77% Ph( 0.85 PROJECT: National Tire Wholesal FOR: MH Design Management_T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 13 CALCULATED BY: banjarjian TEL:(909)869-0989 1130E CYPRESS ST COVINA CA91724 BEAM ANALYSIS TYPEAG/OTR Determine allowable bending moment per AISI Check compression flange for local buckling (82.1) Effective width w = C -2t -2r = I. 7 -(2 · 0.059) -(2 · 0.25) = 1.08 in. wit = 1.082 I 0.059 = 18.34 DATE: 11/412019 PN: 20191010_22 ,'-B ____ ,.- )'-C 7 1c = (1.052/ k112) ·(wit)· (F I !!)112 = (1.05212) · 18.339 · (55129500)112 = 0.42 y A<= 0.673: Flange ls fully effective. Check web for local buckling (82.3) fi(comp) = F,. · (y3 I y2) = 55 * 1.92 I 2.23 = 47.37 ksi fi(tension) = F, · (y, I y2) = 55 * 1.65 I 2.23 = 40.77 ksi 'I' = -if, I Ji) = -(40.77 147.37) = -0.86 Buckling coefficient k = 4 + 2 · (1 -'1')3 + 2 · (I -'I') = 4 + 2(1 --0.86)3 + 2(1 --0.86) = 20.61 Flat Depth w = yl + y3 = 1.65 + 1.92 = 3.569 wit = 3.56910.059 = 60.49 wlt<200: OK 1,. = (1.052 I ki12) ·(wit)· if, I !!)112 = (1.052 I 2) · 60.492 · (47.37 I 29500)112 = 0.56 bl= w · (3 -'I') = 4 · (3 --0.86) = 13.78 b2 = wl2 = 1.78 bl+ b2 = 13.78 + 13.78 = 15.56 Web is fully effective Determine effect of cold working on steel yield point (FY A) per section A 7.2 Comer cross~sectional area Le = (TI / 2) · (r + t I 2) = (!112) · (0.25 + 0.05912) = 0.439 L1 = effective width= 1.082 C = 2 · L, I L1 + 2 · L, = 2 · 0.439 I 1.082 + 2 · L, = 0.448 m = 0.192 · (F) F)-0.068 = 0.192 · (70 I 55) -0.068 = 0.1764 B, = 3.69 · (F" IF,)-0.819 · (F" IF,)'-1.79 = 3.69·(70155)-0.819 · (70 I 55)2 -1.79 = 1.58 FulFy = 70 I 55 = 1 rlt = 0.25 I 0.059 = 4.237 >= 1.2=OK <=7=OK F,, = B, · F,. I (r It)• = 1.58 · 551 (4.237)• = 67 F,."·'"P = C · F,, + (I -C) · F,. = 0.448 · 67 + (I -0.448) · 55 = 61 F,."·"''m• = F,,._,,,, · Y,/ (A -Y,,) = 6 I · 1.96 / (4.187 -1.96) = 53 A 4.187 X 2. 75 -.059 Top flange width C = 1.7 in. Bottom width B = 2.75 in. Web depth A= 4.187 in. Beam thickness t = 0.059 in. Radius r = 0.25 in. Fy= 55 Fu= 70 YI= 1.65 Y2= 2.23 Y3= 1.92 Ycg= 1.96 Ix= I. 7 Sx= 0.77 E= 29500 FBeam F= 230 Beam Length L = 120 [ ~~I -~J~ PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA MATERIAL HANDLING ENGIN~RING SHEET#: 14 EST. 1985 CALCULATED BY: banjarjian TEL:(909)869-0989 I 130 E CYPRESS ST COVINA CA 91724 BEAM ANALYSIS TYPEAG/OTR Check Allowable Tension Stress for Bottom Flange l'""'''"' = B -(2 · r)-(2 · t) = 2.75 -(2 · 0.25)-(2 · 0.059) = 2.13 C,,,,,,. = 2 · l) (lfl""'''"' + 2 · l) = 2 · 0.439 / (2. I 3 + 2 · 0.439) = 0.292 Fy-botrom = cbol/om • F_Vl' + (1 -c/Jo{/orn) • FY = 0.292 · 67 + (1 -0.292) · 55 = 58.6 F_m = ~'a-top = 60,53 ksi Determine Allowable Capacity For Beam Pair (Per Section 5.2 of the RMI, PT II) Check Bending Capacity Q = lRFD load Factor = (1.2 · Dl + 1.4 ·Pl+ 1.4 · 0.125 · Pl) I Pl For Dl = 2% of Pl: n = 1.2 • 0.02+ 1.4+ 1.4 • 0.125 = t.6 R. = 1 -((2 · F · l) I (6 · E ·I,+ 3 · F · l)) = I -((2 · 230 · 120) / (6 · 29500 · 1.7 + 3 · 230 · 120)) = 0.86 $ · M" = $ · F,. · S, = 43.99 in-kip W = $ · M" · 8 · (# ofBeams) / (l · R. · Q) = (43.99 · 8 · 2) / (120 · 0.86 · 1.6) = 4284 lbs/pair Check Deflection Capacity 11 =/1 ·R max s., d 11.~ = l/180 R,, = I -(4 · F · l) I (5 · F · l + lO · E · I) = 1 -(4 · 230 · 120) / (5 · 230 · 120 +IO· 29500 · 1.7) = 0.83 11.,., = (5 · W· L') I (384 · E· l) l/ 180 = (5 · W· l3. R)/(384 · E· l, · (#ofBeams)) W = (384 · E · I, · 2) I (180 · 5 · L2 · Rd) = (384 · 29500 · 1.7 · 2) I (180 · 5 · 1202 · 0.83) · l000 = 3594 lbs/pair DATE: 11/4/2019 PN: 20191010_22 ." B ---,r_ )'-C----,j' A 4.187 X 2,75 -,059 Top flange width C = 1.7 in. Bottom width B = 2.75 in. Web depth A= 4.187 in. Beam thickness t = 0.059 in. Radius r= 0.25 in. Fy= 55 Fu= 70 YI= 1.65 Y2= 2.23 Y3= 1.92 Ycg= 1.96 Ix= 1.7 Sx= 0.77 E= 29500 FBeam F = 230 Beam Length L = 120 C rse1t~-, · -• _ _ . ! ·li'r..,_, .. :-,- ~-i. INC· ·~ . ~=-------- MATERIAL HANDLINGENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: National Tire Wholesal FOR: MH Design Management_T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 15 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010_22 Allowable and Actual Bending Moment at Each Level Mslatic = Wfl / 8 M .-W ·P./8 allow,s/o//c ol/ow,slolic M .. -M se1sm1c conn M . -S ·F allow,seism,c x b Level Mstohc Mollow,stalic M_,e1.,m1c Ma/low.seismic Result I I 9,920 26,955 4,179 26,955 Pass 2 19,920 26,955 2,191 26,955 Pass 3 I 9,920 26,955 1,445 26,955 Pass TEL:(909)869-0989 ! 130 E. CYPRESS ST, COVINA, CA 91724 Beam to Column Analysis: TYPE AG/OTR I Shear Strength of Tab Height of the Tab h = 0.6 in. Thickness of the Tab t, = 0.135 in. F, = 55000 psi C,= 1.0 V .. = 0.6 · F, A" C, = 2673 lbs P,h,,, = $ · v .. = 0.9 · 2673 = 2405 lbs 2 Beados Sgmgth of Tab Thickness of the column t, = 0.07 in. A,h = h ·t, = 0.04 in. R, = 1.8 · F, · A,h = 3979.8 lbs P"""''' = $ R,, = 0.75 3979.8 = 2984 lbs 3 Mwurn! Strength of Bracket Edge Dist. = I in. T,,,,, = 0.179 in. s,,,, = 0.127 in.' M .. = S, · F, = 6985 in-lbs AISC G2-1 AISC J7 -1 AISI C3.l.l -1 M""''"' = $M, = 0.9 · M, = 0.9 Su,,,· F, = 6286.5 in-lbs C = 1.67 d = Edge Dist. I 2 = 0.5 in. Ms1rrn,o:lh= c·d·Pchr Pu,,= M,"'"'"/ (c·d) = 7542 lbs Mioimmp Value of Pl GoveJDS pl= Min(PSheor' PBearm8' PChp) = 2405 lbs PROJECT: National Tire Wholesal FOR: MH Design Management_T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 16 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010_22 P1 M,._,A,,ow = (P, 4.5) + (P, · (2.5 I 4.5) · 2.5) + (P, ·(0.5 / 4.5) ·0.5) = 14296.39 in-lbs ~~1.·' i:.;_c ·.IN~.••·"' ~ MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 BRACE ANALYSIS TYPE AG/OTR <Panel 3} Analyzed per RMI AISI 2012 (LRFD) and the 2016 CBC PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 17 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010_22 Section subject to torsional or flexural-torsion buckling (Section C4. l .2) K, L,IR, =0·72/0.598 K, L, IR, = l ·72/0.319 KL/Rmm = 120.46 =225.85 = 225.85 = (0.598' + 0.319' +-0.688')"' = 0.965 in. p = I -(Xo/ro)' = I -(-0.688/0.965)' = 0.492 F,, = n'E I (KL/r)_,' = 3.14' 29500 I 225.85' = 5.708 ksi F., =(1 / 2f3)((CJ,, + a,)'-(4/3CJ,,",))"') = (I / (2 · 0.492)((20.064 + 27.093) -(20.064 + 27.093)' -(4 · 0.492 · 20.064 · 27.093))'")= 13.404 ksi where: CJ., =n'E I (K,L, IR,)' = 3.14' · 29500 I 120.46' = 20.064 ksi a, = I I Ar_'(GJ + (n'EC.J I (K,L,)') = 1 / 0.242 0.965'(11300 0.001 + (3.142 · 29500 · 0.008) / (0.8 · 72)') = 27.093 ksi F, = Min(F',,, F,,) =S.708 ksi )., = (F, IF,)'"= (36 I 5.708)'" = 2.511 Since\>= 1.5: F, = (0.877 IV)· r; = 5.006 Thus: P,, = 1209 lbs P. = 1028 lbs (Eq. C3.l.2.l- 7) (Eq C4. l.2-3) (Eq C4.l.l-l) (Eq C4. l.2-l) (Eq C3.l.2-11) (Eq C3.l.2-9) (Eq C4.l-l) (Eq C4.l-4) (Eq C4.1-3) I.Sxl-.075 SECTION PROPERTIES Depth 1 in. Width 1.5 in. t 0,075 in. Radius 0.112 in. Area 0.242 in.' AreaNet 0.242 in. 2 I, 0.086 in.' s, 0.115 in.' $,Net 0.115 in.' R,. 0.598 in. 1, 0.02S in. 4 s, 0.036 in.' R,. 0.319 in. J 0.001 in.' C,, 0.008 in.6 J, 1.006 in. x, -0.688 in. K, 0 L, 72 in. K, I L, 72 in. K, 0.8 F, 36ksi F, 42ksi Q I G 11300ksi E 29500ksi cm, 0.85 C, -1 c, I ctr I Phih 0.9 Ph( 0.85 ~~'. · .... · ,~.-,·•~~'~, ~ c INC --:;..--~ :.---· MATERIAL HANDLING ENGINEERING EST. 19S5 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 BRACE ANALYSIS TYPE AG/OTR <Panel 3) AnBlw.ed per RMI AISI 2012 ILRFD} and the 2016 CBC. Lateral-torsional buckling strength [Resistance] (Section C3.l.2) P.., -f'.w¢, -7392 lbs Where: P.,, -A)': -0.242 · 36 -8697 lbs M, -M, -SJ', = S"''"F; F; -c;,r.,A(o;,o;)w IS,= 47.242 ksi F; = C,Aajj + C,(F + r. '(o; I a,))'") I (C,,.S,) = 21.088 ksi F; -(C:,II'Ed~.) I (S,(I<,L)'-12.004 ksi F, mw -12,004 ksj Since: F; <= 0.56F., = F; -12.004 ksi Reduced F:.,«-1-((I -Q)/2)(F, IF,)Q·F; = 12ksi M,,., = 1381 in-lbs M,,, = 436 in-lbs M-M c 11,mm M,,,¢,. = 1243 in-lbs M,.,¢,-393 in-lbs P,, -fl' EI, I (K,L)' = 4846 lbs P,,,. = TT'E~I (K,L,)'= 1381lbs P, = 1209 lbs V,,,,,, = 675 lbs L~,, -((L -6)' + (D -2B)')'" -72.25 in. V,,,,, = (V,_,, · L0,,,) ID= 1017 lbs Brace Stress = V:J,a~ IP. = 99% PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 18 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010_22 (Eq C3.l.2.l-l) (Eq 3.1.2.1-4) (Eq 3.1.2.1-10) (Eq C3.l.2.l-3) (Eq C5.2.2-6) (Eq CS.2.2-7) 1.5 x I -.075 SECTION PROPERTIES Depth I in. Width I.Sin. t 0.075 in. Radius 0.112 in. Area 0.242 in.2 AreaNet 0.242 in.2 '· 0.086 in.' s, 0.115 in.' sxNel 0.115 in.' R, 0.S98 in. 1, 0.02S in. 4 s, 0.036 in. l R, 0.319 in. J 0.001 in.' C,, 0.008 in.' J, 1.006 in. x,, -0.688 in. K, 0 L, 72in. K, I L, 72in. K, 0.8 FY 36ksi F. 42ksi Q I G 11300 ksi E 29500 ksi c_ 0.85 C, -1 c, I c" I Phib 0.9 Phic 0.8S ~2,--.·_·_ .. · ~-'. ,._ · INC _cc--,-. ,, ~------'< MATERIAL HANDLING ENGINEERING EST, 1985 , TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 19 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010 22 POST-INSTALLED ANCHOR ANALYSIS PER ACI 318-14, CHAPTER 17 Configuration 2 TYPE AG/OTR Assumed crachd conaete appJif:Ation Anchor Type ICC Report Number Slab Thickness (h) Min. Slab Thickness (h) Concrete Strength ( fJ Diameter (d.) Nominal Embedment (h,,,,J Effective Embedment (h.,) Number of Anchors (n) e'N e'V From ICC ESR Report A," ~ 0.101 sq.in. rm. ~ 106000 psi S,,,,. ~2.75 in. cmm ~ 2.75 in. c'" ~ 5.5 in. N r.o, ~ 9999in. Tension Capacity ~ 1172 lbs Shear Capacity ~ 1262 lbs 1/2" dia, 2" hef, 4" min slab ESR-1917 ~ 5 in. ~4in. ~ 2soo ksi ~ o.s in. ~2.375 in. ~Hef 0.75 0.75 ~ 3 in. useC,l adJ = 3 in. useC •2 •<li = 3 in. 3 h " ~6 in. Ave~ _j_ C h. f I, , I ,i, , I 1.5c81 s1 1.5c.1 Adj. Strength 879 lbs 946 lbs --rs~1 - . INC ··· '~J*"" ' ' ~--- PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 20 MATERIAL HANDLING.ENGINEERING CALCULATED BY: banjarjian EST. 1985 DATE: 11/4/2019 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PN: 20191010_22 ANCHOR ANALYSIS -TENSION S1RENGTH Configuration 2 TYPE AG/O1R Steel Strength $ =0.75 $N,, =$nAJ,. = 0.75 2 0.101 · 106000 = 16,059lbs Concrete Breakout Strength $N,,, A,,, = 9h] = 36 sq.in. "'"'·" = I 'f'cJ.N = 1 N,, = K,l.,(t;)'"(h)" = 2404 lbs 'I' = I op,N 0.65 · (54/36) ·I· I· 1 · l · 2404 = 2,344 lbs Pullout Strength $N,., $=0.65 $N, .. = $'1',,N,_Jt;/2500)'" = 12,999 lbs Steel Strength ($N.) = 16,059 lbs Embedment Strength -Concrete Breakout Strength ($N,,,) = 2,344 lbs Embedment Strength -Pullout Strength ($N,.) = 12,999 lbs 17.4.1 17.3.3.a i 17.4.1.2 17.4.2 17.3.3 c ii Category 1-B 17.4.2.4 17.4.2.5 17.4.2.6 17.4.2.2 d 17.4.2.7 17.4.2.1 17.4.3 17.3.3 c ii Category 1-B 17.4.3.6 17.4.3.1 ~~'·.·.···.' ~ljj'"'! PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 21 MATERIAL HANDLIN~ ENGINEERING EST. 1985 CALCULATED BY: banjarjian DATE: 11/4/2019 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PN: 20191010_22 ANCHOR ANALYSIS -SHEAR S1RENGTH C'.onfiguratjnn 2 1YPE AG/01R Steel S1rength $Y,. Y,.=5,495 / Anchor--per report $Y,. = $n V. = 0.65 2 5,495 = 7,144 lbs Concrete Breakout S1rength $ V,,, A,, = ( I.SC,. + S, ,,, + I.SC,,)h, = 195 sq.in. A,., = 3C,,h, = 180 sq.in. 'P = 1 ec.V \f',.v = 1 'P,, = 1.897 d, = 0.5 in. L, = I in. The smaller of7(L, / dY'(d,rJ..((t'cal" and 9\((t'cal" = 11,818 lbs 0.7 (195/180) I 0.91 · 1.89711,818 = 15,303 lbs Pryout S1rength $Y,,. K = I ., N,,, = 3,606 lbs Steel Strength ($VJ= 7,144 lbs Embedment Strength -Concrete Breakout Strength ($Y,,,) = 15,303 lbs Embedment Strength -Pryout Strength ($Y,"') = 2,524 lbs 17.5.1 17.3.3. Condition a ii l 7.5. l.2a 17.5.2 17.3.3 ci-B 17.5.2.5 17.5.2.6 17.5.2.7 17.5.2.8 17.5.2.2 17.2.6 d 17.5.2.2 a, 17.5.2.2 b 17.5.2.1 17.5.3 17.3.3 Ci-B 17.5.3.1 ~~l ~)'M~ PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 22 MATERIAL HANDLING ENGINEERING CALCULATED BY: banjarjian EST. 1985 DATE: 11/4/2019 TEL:(909)869-0989 PN: 2019I010_22 1130 E. CYPRESS ST, COVINA, CA 91724 OVERTURNING ANALYSIS Cnnfiguretion2 TYPE AG/OlR PerRMI Sec2.6 9 andASCE7-10 Sec 15.5,3 6 Wright of rack with all levels loaded to 67% capacity, & with.only top leyel loaded FULLY LOADED W,, = 7,800 lbs W., = 180 lbs w,,,67% = 7,800 0.67 = 5,226 lbs V,,.,. = (1 0.18751 ((0.67 5,226) + 180)) = 690 lbs M,,., = V,..,,; Ht= 690 · 215 = 148,350 in-lbs M,, = ((W,, · 0.67) + W.,) · d · Factor =((7,800·0.67)+ 180)·54 0.5=145,962in-lbs P,,,,,, = I (M,,,, -M,,)/d = (148,350 -145,962) I 54 = 44 lbs P ""''"-= I· (M,,, + M,,) / d = (148,350 + 145,962) / 54 = 5,450 lbs TOP SHELF LOADED Shear= 521 lbs M,,, = V,,, ·Ht= 521 · (228 + ((72 -10) I 2)) = 134,939 in-lbs M, =(I+ W.,) d = (2,600 + 180) (54 · 0.5) = 75,060 in-lbs P,,,," = I· (M,,, -M.,)/d = (134,939 -75,060) I 54 = 1,108 lbs ANCHORS No. of Anchors (#Anchors): 2 Pull Out Capacity per Anchor (T M,,J: 879 lbs Shear Capacity per Anchor: 946 lbs COMBINED STRESS Fully Loaded Top Shelf Loaded Seismic Uplift Critical (LC#7B) = ((44 / 2) I 879) + ((690 / 4) / 946) = ((1,108 / 2) / 879) + ((521 / 4) / 946) = (350 I 2) I 879 =0.208 =0.768 = 0.199 w CROSS AISLE ELEVATION TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 Base Plate Analysis: TYPE AG/OTR PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 23 CALCULATED BY: banjarjian DATE: 11/4/2019 PN: 20191010_22 The base plate will be analyzed with the rectangular stress resulting from the vertical load P, combined with the triangular stresses resulting from the moment Mb (if any). Three criteria are used in determining Mb· 1. Moment capacity of the base plate 2. Moment capacity of the anchor bolts 3. V,,,h/2 (full fixity) Mb is the smallest vaJue obtained from these three criteria. F, = 36000 psi P,,, = 4021 lbs M""' = 2637 in-lbs P/A = Pj(D·B)= 4021 I (7·5)= 115 psi f, = M, .. , I (D · B' I 6) = 2637 / (7 5' I 6) = 90.41 psi f,,, = f,:(2·b, /B) = 90.41 ·(2 l.03/5) =37.07psi f,,, = f,, -f,,, = 90.41 -37.07 = 53.34psi M,, = wb,' I 2 = (b,' I 2) · (f, + f,, + 0.67 f,,) = (1.03' I 2) · (115 + 53.34 + 0.67 · 37.07) = 101.35 in-lbs s" .. = (B · t') I 6 = 0.12sq.in. F,," = 0.75 · F, = 27,000 psi f,IF,,=M,l(S,." F,.J= 101.35/(0,12 27,000)=0.03 Base Plate Imsinn ,uglysis per ACI318-14 17.2.3.4.3 (b), ductile yield of base plate Moment Arm (L) = (S, -b) / 2 = 0.02 in. M,_,.,, = T'""' I 2 · L = 21.97 in-lbs S = D ·t'/6 = 0.00!in' Mh•set>l•tc = S · Fl = 22 in-lbs $M"'""'"" = 0.9 · M, = 20 in-lbs ct>Mh.,<rl•t< < M.r.chor ' Base plate will yield first. Since the base plate will yield before anchor getting full tension capacity, over-strength factor is not applicable. t st +:-+ b1t 111111111 Plate width B = 5 in. Plate depth D = 7 in. Plate thickness t = 0.38 in. Column width b = 2.95 in. Column depth d = 3 in. bl= 1.03 in. S,= 3 in. s = , 0 in. TT0111I = 1,758 lbs. 0.02 in. PROJECT: National Tire Wholesal FOR: MH Design Management_T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 24 CALCULATED BY: banjarjian TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 Equation for Maximum CQ11<1ide1'1'd Earthquake Base Rotation Per RMI 2012 Commentary 2.6.4 DATE: 11/4/2019 PN: 20191010_22 a, -the first iteration of the second order amplification term computed using W,, from section 2.6.4 of the Commentary Where: W,, = the weight of the ith pallet supported by the storage rack h,, = the elevation of the center of gravity of the ith pallet with respect to the base of the storage rack N, = the number ofloaded levels k0 = the rotational stiffness of the connector ki,., = the flexural rotational stiffness of the beam-end k, = the rotational stiffness of the base plate k.. = the flexural rotational stiffness of the base upright-end N" = the number of beam-to-upright connections NI> = the number of base plate connections L = the clear span of the beams H = the clear height of the upright lb = the moment of inertia about the bending axis of each beam I, = the moment of inertia of each base upright E = the Young's modulus of the beams a,=0.72 PerRMJ20127.lJ Per RMI 2012 2.6.6, Cd= the deflection amplification factor per section 2.6.6 Mb= the base moment from analysis e,= 0.47 in unbraced direction, seismic separation for rack structure is 0.05 h101oi· Therefore 0 • ., =2.862 rad e, ok Mrnmum mnmmt in base pig # oflevels 3 min. # ofbays 3 N, 36 N, 8 kc 230 kip-in/rad k• 2508 kip-in/rad k, 133 kip-in/rad k" 534 kip-in/rad I, 1.7 in4 L 120 in I, 1.03 in4 H 228 in E 29500 ksi Level h,, w,, I 117 in 2 kip 2 189 in 2kip 3 268 in 2 kip M~,= ifone anchor, then 0 OR(# of anchors/ 2) * anchor pull out capacity* spacing ofanchor(Sx) M • .,=2,637 kip-in 2'. M,, OK :---~--7~<<~ ·:·-~----:~.:•-/~~---] ' , _' -~.-.-= ' ".;~·~1,;· ---------::--'--:._ -. ' PROJECT: National Tire Wholesal FOR: MH Design Management_ T ADDRESS: 2858 Loker Ave Eas Carlsbad, CA SHEET#: 25 MATERIAL HANDLING,ENG111il5ERING EST. 1985 CALCULATED BY: banjarjian DATE: 11/4/2019 TEL:(909)869,0989 1130 E. CYPRESS ST, COVINA, CA 91724 SLAB AND SOIL ANALYSIS O,RFP) P"'"' = Gravity_Load (see Basic Load Combinations)= 7,149 lbs f, = 7j (fJ'" = 375 psi d,req'd = (P.,/($ · 1.72 · ((K, r, / e) 1 o• + 3.6)· f.))'" = 2.118 in. b = ( e, d,req'd' / ( 12 · (I -µ') · k,))'" = 14.657 in. b,req'd = 1.5 b = 22 in. P,, = 1.72[(k, r, I e,) 10' + 3.6] f, t' = 66,418 lbs P, = $ P, = 39,851 lbs P_,IP, =0.18 SLAB AND SOIL ANALYSIS (ASD} P_, = MAX(ASD Load Combo 1, ASD Load Combo 2, ASD Load Combo 3) = 5,046 lbs f, = 7.5 · (fJ'" = 375 psi P,, =1.72[(k, r,/e)·10'+3.6] f,·t'=66,4181bs d,req'd = {P • ./($· l.72·((K,-r, / eJ 10' + 3.6)·f,))"' =2.118 in. b = (e,·d,req'd' I (12·{1-µ')·k,))'" = 14.657 in. b,req'd = 1.5 b = 22 in. P, = P, I a= 22,139 lbs P, .. ,., IP, = 0.23 PN: 20191010_22 Base Piate Width B 5 in. Depth W 7 in. Frame Frame depth d 54 in. Cmtcrete Thickness t 5 in. fc 2,500 psi $ 0.6 Q 3 ). k, 50 r, 2.96 e, 2,850,000 Business Name SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY RECORD ID# _ __,,.,...,.,-=-....,...---------,---,-----------1 PLAN cHECK # ___.....,.( ...... R .... c_2 .... o"""' ..... 1ci,_-_"""oy::....-+,J~c ..... 1 ______ 1 BP DATE // / Ii/, 11 Telephone# Project Ad"[,_fo 6<c, 3 · 'UDO Mailing Address The fol owing questions represent the facility's ac 1vities, NO t e specific project description. (p PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item. whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): 13. Corrosives 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 3. Flammable/Combustible Liquids 7. Pyrophorics 11 . Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radioactives ~ Other Health Hazards (.:VNone of These. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISION (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. Expected Date of Occupancy: FEES ARE REQUIRED Project Completion Date: (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). 0 CalARP Exempt I 1_ Y(5S jN 2. □ - 3. □ 4. 5. 6. 7. 8. ~ i Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? Will your business store or handle carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or realer than 1,320 allons? California's Above round Petroleum Stora e Act . Date Initials 0 CalARP Required I Date Initials □ CalARP Complete I Date Initials PART 111: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCDl: Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomp@sdcounty.ca.gov (858) 586-2650). [*No stamp required if Q1 Yes and Q3 Yes and Q4-Q6 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except • those with more than one building' on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. ['Excludes garages & small outbuildings.] 1. 2. 3. 4. 5. 6. YES NO. O DO ~ Will the project disturb 160 square feet or more of existing building materials? Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance □ □ □ Technician? (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.org/info/facts/permits.pd0 for typical equipment requiring an APCD permit. (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: _______________________________ _ BY· DATE· I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO• APCD COUNTY-HMO APCD COUNTY-HMO APCD *A stamp In this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permIttIng requirements may still apply. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division LIST OF BUSINESSES WHICH REQUIRE REVIEW AND APPROVAL FROM THE COUNTY OF SAN DIEG'O DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISION Check all that apply: AUTOMOTIVE 0 Battery Manufacturing/Recycling D Boat Yard D Car Wash 0 Dealership Maintenance/Painting 0 Machine Shop D Painting 0 Radiator Shop 0 Rental Yard Equipment 0 Repair/Preventive Maintenance 0 Spray Booth D Transportation Services D Wrecking/Recycling CHEMICAL HANDLING 0 Agricultural supplier/distributor 0 Chemical Manufacturer 0 Chemical Supplier/Distributor 0 Coatings/Adhesive 0 Compressed Gas Supplier/Distributor 0 Dry Cleaning 0 Fiberglass/Resin Application 0 Gas Station 0 Industrial Laundry 0 Laboratory 0 Laboratory Supplier/Distributor 0 Oil and Fuel Bulk Supply D Pesticide Operator/Distributor CHEMICAL HANDLING 0 Photographic Processing D Pool Supplies/Maintenance 0 Printing/Blue Printing D Road Coatings D Swimming Pool 0 Toxic Gas Handler 0 Toxic Gas Manufacturer METAL WORKING 0 Anodizing D Chemical Milling/Etching D Finish-Coating/Painting 0 Flame Spraying D Foundry 0 Machine Shop-Drilling/Lathes/Mills 0 Metal Plating 0 Metal Prepping/Chemical Coating 0 Precious Metal Recovery D Sand Blasting/Grinding D Steel Fabricator 0 Wrought Iron Manufacturing AEROSPACE 0 Aerospace Industry 0 Aircraft Maintenance 0 Aircraft Manufacturing OTHERS AND MISCELLANEOUS 0 Asphalt Plant 0 Biotechnology/Research 0 Chiropractic Office 0 Co-Generation Plant 0 Dental Clinic/Office 0 Dialysis Center 0 Emergency Generator 0 Frozen Food Processing Facility 0 Hazardous Waste Hauler 0 Hospital/Convalescent Home D Laboratory/Biological Lab 0 Medical Clinic/Office 0 Nitrous Oxide (NO,) Control System D Pharmaceuticals 0 Public Utility D Refrigeration System 0 Rock Quarry 0 Ship Repair/Construction 0 Telecommunications Cell Site 0 Veterinary Clinic/Hospital D Wood/Furniture Manufacturing/Refinishing ELECTRONICS 0 Electronic Assembly/Sub-Assembly D Electronic Components Manufacturing 0 Printed Circuit Board Manufacturing NOTE: THE ABOVE LIST INCLUDES BUSINESSES, WHICH TYPICALLY USE, STORE, HANDLE, AND DISPOSE OF HAZARDOUS SUBSTANCES. ANY BUSINESS NOT INCLUDED ON THIS LIST, WHICH HANDLES, USES OR DISPOSES OF HAZARDOUS SUBSTANCES MAY STILL REQUIRE HAZARDOUS MATERIALS DIVISION (HMO) REVIEW OF BUSINESS PLANS. FOR MORE INFORMATION CALL (858) 505-6880. LIST OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES Businesses. which include any of the following operations or equipment, will require clearance from the Air Pollution Control District. CHEMICAL 47 -Organic Gas Sterilizers 32 -Acid Chemical Milling 33 -Can & Coil Manufacturing 44 -Evaporators. Dryers & Stills Processing Organic Materials 24 -Dry Chemical Mixing & Detergent Spray Towers 35 -Bulk Dry Chemicals Storage 55 -Chrome Electroplating Tanks COATINGS & ORGANIC SOLVENTS 27 -Coaling & Painting 37 -Plasma Arc & Ceramic Deposition Spray Booths 38 -Paint. Stain & Ink Mfg 27 -Printing 27 -Polyester Resin/Fiberglass Operations METALS 18 -Metal Melting Devices 19 -Oil Quenching & Salt Baths 32 -Hot Dip Galvanizing 39 -Precious Metals Refining ORGANIC COMPOUND MARKETING (GASOLINE, ETC) 25 -Gasoline & Alcohol Bulk Plants & Terminals 25 -Intermediate Refuelers 26 -Gasoline & Alcohol Fuel Dispensing COMBUSTION 34 -Piston Internal -Combustion Engines 13 -Boilers & Heaters (1 million BTU/hr or larger) 14 -Incinerators & Crematories 15 -Burn Out Ovens 16 -Core Ovens 20 -Gas Turbines, and Turbine Test Cells & Stands 48 -Landfill and/or Digester Gas Flares ELECTRONICS 29 -Automated Soldering 42 -Electronic Component Mfg FOOD 12 -Fish Canneries 12 -Smoke Houses 50 -Coffee Roasters 35 -Bulk Flour & Powered Sugar Storage SOLVENT USE 28 -Vapor & Cold Degreasing 30 -Solvent & Extract Driers 31 -Dry Cleaning ROCK AND MINERAL 04 -Hot Asphalt Batch Plants 05 -Rock Drills 06 -Screening Operations 07 -Sand Rock & Aggregate Plants 08 -Concrete Batch, CTB. Concrete Mixers. Mixers & Silos 10 -Brick Manufacturing OTHER 01 -Abrasive Blasting Equipment 03 -Asphalt Roofing Kettles & Tankers 46 -Reverse Osmosis Membrane Mfg 51 -Aqueous Waste Neutralization 11 -Tire Buffers 17 -Brake Debonders 23 -Bulk Grain & Dry Chemical Transfer & Storage 45 -Rubber Mixers 21 -Waste Disposal & Reclamation Units 36 -Grinding Booths & Rooms 40 -Asphalt Pavement Heaters 43 -Ceramic Slip Casting 41 -Perlite Processing 40 -Cooling Towers -Registration Only 91 -Fumigation Operations 56 -WWTP (1 million gal/day or larger) & Pump Station NOTE: OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY REQUIRE AN AIR POLLUTION CONTROL DISTRICT PERMIT. IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTROL DISTRICT AT (858) 586-2600. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenlda Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Date: f I · l '1 · 1'1 Business Name:--:-,.,-/J_Oc_fi_· O_fl_a._l_T_, _rt=-J~--- Street Address: i~SB LoW /WL t 9-1-0D CJ)Jlts btld CA EmailAddress: 5tun1mcl@ seimtlLIYll -Cbrrl _/' PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) c:] Check all below that are present at your facility: o Acid Cleaning o Assembly o Automotive Repair o Battery Manufacturing o Biofuel Manufacturing o Biotech Laboratory o Bulk Chemical Storage o CarWash o Chemical Manufacturing o Chemical Purification o Dental Offices ■ Dental Schools ■ Dental Clinics o Dry Cleaning o Electrical Component Manufacturing o Fertilizer Manufacturing o Film/X-ray Processing o Food Processing o Glass Manufacturing o Industrial Laundry o Ink Manufacturing o laboratory o Machining/Milling o Membrane manufacturing (i.e. water filter membranes) o Metal Casting/Forming o Metal Fabrication o Metal Finishing ■ Electroplating ■ Electroless Plating ■ Anodizing ■ Coating (i.e. phosphating) ■ Chemical Etching/Milling ■ Printed Circuit Board Manufacturing o Metal Powders Forming o Nutritional Supplement/Vitamin Manufacturing o Painting/Finishing o Paint Manufacturing o Personal Care Products Manufacturing o Pesticide Manufacturing/ Packaging o Pharmaceutical Manufacturing (including precursors) o Porcelain Enameling o Power Generation o Print Shop o Research and Development o Rubber Manufacturing o Semiconductor Manufacturing o Soap/Detergent Manufacturing o Waste Treatment/Storage Description of operations generating wastewater (discharged to sewer, hau led or evaporated): __________ _ rJ(Pf .. ,jA-Estimated volume of industrial wastewater to be discharged (ga l/ day): __ __.:_rv_J. ______________ _ list hazardous wastes generated (type/volume):_.,_('J=-+/-=-A.-----'-----------------------1 Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes D Date: ___ _ Page 1 of 2 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. o Automobile Detailers o Hotels/Motels (no laundry) o Barber/Beauty Shops o Laundromats o Business/Sales Offices o Libraries o Cleaning Services o Medical Offices (no x-ray developing) o Carpet/Upholstery o Mortuaries o Childcare Facilities o Museums o Churches o Nail Salons o Community Centers o Nursing Homes o Consulting Services o Office Buildings (no process flow) o Contractors o Optical Services o Counseling Services o Pest Control Services (no pesticide repackaging for sale) o Educational Services (no auto repair/film developing) o Pet Boarding/Grooming Facilities o Financial Institutions/Services o Postal Services (no car wash/auto repair) o Fitness Centers o Public Storage Facilities o Gas Stations (no car wash/auto repair) o Restaurants/Bars o Grocery Stores (no film developing) o Retail/Wholesale Stores (no auto repair/film developing) o Residential based Businesses o Theaters (Movie/Live) CERTIFICATION STATEMENT rmation above is true and correct to the best of my knowledge. '.f~~"----=-~-~-Print Name: f\mArld11 ~ L[oVJV\ DATE: FaclUty Contact, lo nJ J I t:0%1 Title:._Pl---!-m"---'-------- ENCi NA WASTEWATER AUTHORITY 6200 AVENI DA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Page 2 of 2 C City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) l ❖ Pool ,. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. ,. Details on CAP ordinance requirements are available on the city's website. ,. A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and download the latest form. Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: (_p 2l.P . 341 q iJ :3 q Contact Email: Contact information of person completing this checklist (if different than above): Name: ,,Xl fVlOt\t\!) a ~ mt11t:,/ Contact Phone: Company name/address: l\30 E: C, V S~ Contact Email: Srllmmel@ s-cizmiQJnc. C6Wl (..p2(p -~47. %~ 6rummeA@ sett.m,c1nc_, C£rVl Applicant Signature: ll/lA-Date: __.__.._/ { ·-'---{C1,-"----"-{q_ B-50 Page 1 of 6 Revised 08/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, attach Building Permit Valuation worksheet. Building Permit Valuation (BPV) from worksheet:$ !'11,qqq " r > Conltruction Type Coqilete Seclion(s) Notes: A high-rise residential building is 4 or more stories, including a D Residential Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use D New construction 2A, 3A, 4A D Additions and alterations: D BPV < $60,000 N/A D BPV 2: $60,000 1A, 4A D Electrical service panel upgrade only D BPV 2: $200,000 1A, 4A* N Nonresidential D New construction ~ Alterations: L.. 2-o O BPV 2: $200,000 or additions 2: 1,000 , -1!3. 5 , square feet D BPV 2: $1,000,000 18, 28, 5 D 2: 2,000 sq. ft. new roof addition 28,5 Checklllt Item 18, 28, 38,4A N/A All residential additions and alterations 4A 1-2 family dwellings and townhouses with attached garages only *Multi-family dwellings only where interior finishes are removed 18, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed Building alterations of 2: 75% existing gross floor area 1 B also applies if BPV 2: $200,000 Check the appropricie boxes, explain all not~ Md exception items, nl prollide supporting cdc!Ulions nl documenlation • neoeseay. 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CALGreen) for more information when completing this section. A O Residential addition or alteration.:: $60,000 building pennit valuation. See CMC section 18.30.190. Year Built Single-family Requirements □ Before 1978 Select one: □ Duct sealing □ Attic insulation □ Cool roof □ 1978 and later Select one: □ Lighting package □ Water heating Package □ Between 1978 and 1991 □ 1992 and later □ N/A _________ _ □ Exception: Home energy score ~ 7 (attach certification) Multi-family Requirements □ Attic insulation Select one: □ Duct sealinQ □ Attic insulation □ Cool roof Select one: □ Lighting package □ Water heating package B. 0 Nonresidential* new construction or alterations.:: $200,000 building pennit valuation, or additions.:: 1,000 square feet □ N/A Updated 8/15/2019 2 , , City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix AS, Division A5.2-Energy Efficiency. AS.203.1.1 Choose one: □ .1 Outdoor lighting □ .2 Warehouse dock seal doors □ .3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) □ N/A _________ _ □ .4 Da~ight design PAFs □ .5 Exhaust air heat recovery AS.203.1.2.1 Choose one as applicable: □ .95 Energy budget □ .90 Energy budget □ NIA AS.211.1*' □ On-site renewable energy □ N/A AS.211.3** □ Green power (if offered by local utility provider, 50% minimum renewable sources) □ N/A AS.212.1 □ Elevators and escalators D NIA AS.213.1 □ Steel framing □ NIA • lndudes hotels/motels and high-rise residential buildings .. For alterations~ $1,000,000 BPV and affecting> 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMC 18.30.130 instead. 2. Photovoltaic Systems A. D Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer.to 2019 California Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subjectto nonresidential photovoltaic requirement (28 below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(8) (high-rise residential) or 18.30.170(8) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc* sheets if necessary) Total System Size: kWdc = (CF Ax.572) / 1,000 + (1.15 x #d.u.) *Formula calculation where CFA = conditional floor area, #du= number of dwellings per plan type If proposed system size is less than calculated size, please explain. Exception □ □ □ □ kWdc B. D Nonresidential new construction or alterations 2:$1,000,000 8PV and affecting 2:75% existing floor area, or addition that increases roof area by 2:2,000 square feet Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: □ Gross Floor Area (GFA) Method GFA: D If < 1 0,000s.f. Enter: 5 kWdc Min. System Size: D If~ 1 0,000s.f. calculate: 15 kWdc x (GFN10,000) ** kWdc **Round building size factor to nearest tenth, and round system size to nearest whole number. □ Time-Dependent Valuation Method Updated 8/15/20 I 9 3 City of Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:••• ______ x .80= Min. system size: _____ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A D Residential and hotel/motel new construction Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section. D For systems serving individual dwelling units choose one: D Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) D Heat pump water heater AND PV system .3 kWdc larger than required in CMC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential) D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Exception: D For systems serving multiple dwelling units, install a central water-heating system with all of the following: D Gas or propane water heating system D Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) D Solar water heating system that is either: D .20 solar savings fraction D .15 solar savings fraction, plus drain water heat recovery D Exception: B. D Nonresidential new construction Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. D Water heating system derives at least 40% of its energy from one of the following (attach documentation): D Solar-thermal D Photovoltaics D Recovered energy D Water heating system is (choose one): D Heat pump water heater D Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction D Exception: Updated 8/15/2019 4 City of Carlsbad Climate Action Plan Consistency Checklist 4. Electric Vehicle Charging A D Residential New construction and major alterations* Please refer to Carlsbad Ordinance CMC section 18.21.140 when completing this section. □ One and two-family residential dwelling or townhouse with attached garage: □ One EVSE Ready parking space required □ Exception : D Multi-family residential· □ Exception · Total Parking Spaces EVSE Spaces Proposed Caoable I Ready I I I Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces -EVSE Installed (EVSE other may be "Capable," "Ready" or "Installed.') Installed I Total I *Major alterations are: (1) for one and two-family dwellings and tovmhouses 'Mth attached garages, alterations have a building permit valuation ~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more 'Mthout attached garages), alterations have a building permit valuation ~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B D Nonresidential new construction (includes hotels/motels) □ Exception · Total Parking Spaces EVSE Spaces Proposed Caoable I Ready I Installed I Total I I l Calculation· Refer to the table below· Total Number of Parkino Spaces provided Number of reauired EV Spaces Number of reauired EVSE Installed Spaces D 0-9 1 1 D 10-25 2 1 D 26-50 4 2 D 51-75 6 3 D 76-100 9 5 D 101-150 12 6 D 151-200 17 9 D 201 and over 10 percent of total 50 percent of Required EV Spaces Updated 8/1 5/2019 5 City of Carlsbad Climate Action Plan Consistency Checklist 5. D Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff v,;11 use the table below based on your submitted plans to determine whether or nor your permit requires a TOM plan. If TOM is applicable to your permit, staff v,;11 contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Office (a ll)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 10thEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SANDAG rate of 20 ADT/1,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gym s, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf / 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf = 8 ADT 2. 9,334 sf -1,000 sf = 8,334 sf 3. 8,334 sf / 1,000 x 4.5 + 8 = 46 Em lo ee ADT I acknowledge that the plans submitted may be subject to the City of Cartsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance. Applicant Signature: __________________ _ Date: _____ _ Person other than Applicant to be cont.acted for TOM compliance (if applicable): Name (Printed): _________________ _ Phone Number: _____ _ Email Address: ___________________ _ Updated 8/15/2019 6