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Home My WebLink About2525 EL CAMINO REAL; 110; CBC2017-0158; Permit(7cityof Cailsbad L Commercial Permit Print bate: 66/29/2018 Permit No: CBC2017-0158 Job Address:., 2525 El Camino Real, 110 ,Pe rmit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 1563020900 Lot #: Applied: 04/04/2017 Valuation: $1,428,322.10 Reference #: Issued: 06/09/2017 Occupancy Group: Con struction Type: Permit Finaled: # Dwell ing.0 nits: Bathr~oms: Inspector: Mcoll Bedrooms: Orig. Plan Check #: Final Plan Check #: Inspection: 6/29/2018 2:44:06PM Project ~itle: Description: ZARA: 30,710SFTI NEW PARTITIONS/ CEILING/ LIGHTING, PLUMBING & MECHANICALWORK Applicarit:,. Owner: MARY RYAN ~R P I CARLSBAD LP 'Po Box 3746 MISSION VIEJO, CA 92690 1114 Avenue Of The Americas, Floor 45 949-582-3735- New York, NY 10036-7700 214-660-5232 x215232 BUILDING PERMIT FEE $2000+ BUILDING PERMIT FEE $2000+ BUILDING PLAN-CHECK FEE (BLDG) ..BLIZING- PLAN CHECK FEE (BLDG). ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL ELECTRICAL IiLDG COMMERCIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK, GREI~N BUILDING~STANDARDS PLAN CHECK MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 BUILDING STAINDARDS FEE SB1473 86'ILDING STANDARDS FEE STRdNG;~OTIO'N-COMMERCIAL ~TRONG m I oTION-COMMERCIAL $4,387.71 $4,387.71 $3,071.40 $3,071.40 $1,510.00 $1,510.00 $166.00 $166.00 $178.00 $178.00 $58.00 $58.00 $399.93, $399.93 'Total Fees: $19,542.08 Total Payments To Date $19,542.08 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collect . ively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these -fees/exactions. Ifyou protest them, you must follow the protest procedures set fort ' h in Government Code Section 66020(a), and file the protest an'd ~ny other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow thit' 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 capkity changes, nor planning, zoning, grading or other similar. application processing or service fees in connection with this 41 1 - 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. 163~ Faraday Avenue, Carlsbad, CA 92008-7314 1760-602-2700 760-602-8560 f www.carlsbadca.gov 1, JiHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: MPLANNING OENGINEERING MBUILDING 112rFIRE OHEALTH, PHZ;~~TIAPCD Building Permit Application City.of 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov Ufflsbidd www.carisbadca.gov Plan Chect No- C12,r (9() 17 Est. Value%1600i 0011AA3) k Plan Ck. Rep 0 S) t Is, 0I t 1. Date ISWPPP JOB ADDRESS F1 Gftlihd RlerA( .09#/ NITO SUITE#/knC k 1 U6 N CT/PROJECT # LOT # PHASE # # OF UNIT # BATHROOMS TENANT BUS! NESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Aftcted Area(s) -F-1 Rtr-oiootel 0 W) .4-ei-to I a- C e_ - IWO T-K wli toe th c-("-, ho+ I; ;+Q . V 1 , M :Ao,<- K_j, WA. foalf~ ten I k~ik-j I I . . EXISTING Ugif_7(_M_~ ~.et q7 PROPL OS! USE GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE I YES[31t. Nonr RCONDITIONING YES BOO FIRESPRINKLERS YES. E] NOE] APPLICANT NAME- tAoc(, 4:111,.~ PROPERTY OWNER NAME P\-Ie-)( ADDRESS . ! I ?.. d 'e>vt -S-1 Ll I ADDRESS 2 , /V. f5V4ke- tA:kct~kZcx~ 161 PITY STATE C ZIP V Ct Z_ 6 et f? CITY STATE ZIP 75 PHONE r FAX PHOI '24q, EMAIL pe t X-e C EMAIL DES ION PROF~SSIONAL I _~C-e_ C)Sh0fV\ (ge 1A S I-ey CONTRACTOR BUS. NAMr-~. AD QP8 , ADDR ESS ,, *F1!5\A,1e(6A CITY, STATE ZIPCre, 5 STATE ZIP ~Ef 77 V4 PHONE' 3 "52-77 -.3 6ci> PqNE A 7 FAX ()Wf. EMAIL EMAIL STATE LIC. # C 31 16 5 STATE LIC.# _ I U)I CLASS I ;S CITY BUS. LIC.# I CT (Sec. 7031.5 Business and Professions Code: Any City oih~unt, whichge r qui a es a app , that , licansI d su ntt. B !icant for suchf e p s erimitto fidl i9a m eas a d state Usiness and Pro s ons Do a) , t he is e.:mpt therefrom, and the basis for civil penalty of not more than five hundred dollars ($500)). tm (Damao 00 13coaamem Workers'Compensation Declaration: I hereby afflan underpenalty ofpedufy one ofthe following dedaraUons: EJ I have and ill maintain a certificate of consent to self-insure for workers'Compensation as provided by Section 37GO of the Labor Code, for the performance of the work for which this permit is issued. [~l haveand will maintain wodw. pensati~n, ;as requirSby Section 3700 of the Labor Code, for the performa!1ce of th rk ~7~is pe it is issued. My workers'compensaboo injurance camer and policy are: Insurance Co. I-A S- LJCAIJCC Expiration Date 7 number Policy No. This section need not be completed if the permit is for one hundred dollars ($11 GO) or less. [:] Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California.. WARNING: Failure to secure workers'corn . pensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred Tusand dollars (&100,000), in addition to the cost of compensation, definages as provide0or In Section 3706 of the Labor code, interest and attorney's fees A5 CONTRACTOR SIGNATURE EjA/GENT DATE 7 I hereby affinn that I am exempt from Contractor's License Law for the following reason: F-1 1, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contrwtofs License Law does riot apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). F 71 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an 'owner of property who builds or improves thereon, and contracts for such projects with 0ontractor[s) licensed pursuant to the Contractor's License Law). 0 1 'am exempt under Section -Business and Professions Code for this reason: 1 personally plan to provide the major labor and materials forconstruction of the proposed property improvement F]Yes F]No 1 (have / have not) signed an application for a building permit for the proposed work. 1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone I contractors' license number): 1 plan to provide portions of the work, but I have hired the foll ' owing person to coordinate, supervise and provide the major work (include name / address I phone contractors' license number): '5. 1 will provide someofthework, but] havecontracted (hired) thefollowing personsto providethework indicated (include name/ address/ phone/ type ofwork): A5PROPERTY OWNER SIGNATURE []AGENT DATE ~e rmltto Tnstru& Ite,, irnpro~e, demolish or rCepair any structure, priorto its issuance, also requires the he provis ons o e Contractor s License Law I hapter 9, commending with Section 7000 of Division 3 of the the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a Mom$ Is ~ej~ppl!ic$nt or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presle~-Tanrier Hazardous Substance Account Act? Yes , No _., s the'ao,'pl-kant or future building occupant required to obtain a permit from the air pollution controldistrict or air quality management district? Yes No s the G ity to be constructed within 1,000 feet of the outer boundary of a school site? I Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lenders Address R I ce(*that I have read the application and state that the above information is correctand Wthe Information on the plans Is acourft I agree to comply with all City ordinances and Stem laws relating to buildingoDrebruction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. IALSOAGREETOSAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD 'AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for excavations over 69 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Oflidal under the provisions of this Code shall expire by limitation and become nu 11 and void if the building or viork authorized by such permit is not oommenced within 180 days fiom the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time afler the work is oommenced for a pe(od of 180 days (Seclion 1 06AA Uniform Bu ilding Code).' ~&AP'P'LICANT'S SIGNATURE DATE L4 f I STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. C E R T I IF I C A T E, 0 IF OCCUPANCY (Commercial Projects, Only) Fax V60) 602-8560, Email building(illcalisbadca.go or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. #: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICKUP- V ~'CONTACT(LlStedajove), OCCUPANT (Listed above) CONTRACTOR (on Pg. 1) ASSOCIATED C :'!~AIIL TO:, f— CONTACT (Listed above). OCCUPANT (Listed above) ~7 CONTRACTOR (On Pg. 1) NO CHANGE IN USE NO CONSTRUCTION -MAIL/ FAXTO OTHER: CHANGE OF USE NO CONSTRUCTION .45APPLICA~T'SSIGNATURE DATE Permit Type: BLDG-Commercial Application Date: 04/04/2017 Owner: RIP I CARLSBAD LP ~Joirk Class: 'Tenant Improvernen't Issue Date: 06/09/2017 Subdivision: CARLSBAD TCT#76-18 Status: Closed - Finaled Expiration Date: 04/23/2018 Address: '2525 El Camino R6al , 110 Carlsbad, CA 92008-1206 IVR Number: 2908 Sche duled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready, back house "Mothers" Rm ok. No BLDG-Building Deficiency Notready No BLDG-6`6ilding Deficiency' Ok to open for remainder of day No (10/26/2017), will revisit egress components again on 10/27/2017 06/26/2018, 06/26/2018 BLDG-Final 062380-2018 Withdrawn Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-Building Deficiency Not ready, back house "Mothers" Rm ok. No BLDG-Building Deficiency Ok to open for remainder of day No (10/26/2017), will revisit egress components again on 10/27/2017 06/29/2018 06 , /29/2018 BLDG-Final 062706-2018 Passed Paul Burnette completJ Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready Yes BLDG-Building Deficiency Not ready, back house "Mothers" Rm ok. Yes BLDG-Building Deficiency Ok to open for remainder of day Yes (10/26/2017), will revisit egress components again on 10/27/2017 Checilist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Fin~l Yes Ju4 '29, 2019 Page 8 of 8 Pe rmit Type: BLDG-Commercial Application Date: 04/04/2017 Owner: R P I CARLSBAD LP Work Class:. tenant Improvement Issue Date: 06/09/2017 Subdivision: CARLSBAD TCT#76-18 Status: Closed - Finaled Expiration Date: 04/23/2018 Address: 2525 El Camino Real , 110 Carlsbad, CA 92008-1206 IVIR Number: 2908 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial interior/exiting Yes BLDG-Fire Final 038391-2017 Partial Pass Cindy Wong Reinspection Incomplete Checklist Item COMMENTS Passed F IRE- Building Final Review exit signs. Several have original Yes tape making. dual directional into single and non directional. Is the intent to leave these as is or are these temp? Storage is not permitted in storage area. Superintendent Cliff requested stocking with full knowledge that permit was not issued. Doors shall be at minimum single action no knowledge. If more than one exit required then all doors in that means of egress shall be panic hardware. Only the main entrance ran be double key locked. Security guard posted per Zara rep Kanya until thus is resolved. 11/09/2017 11/09/2017 BLDG-Final 040016-2017 Failed Michael Collins Reinspection Complete Inspection Checklist Itein COMMENTS Passed BLDG-Building Deficiency Not ready, back house "Mothers" Rm ok. No BLDG-Building Deficiency Ok to open for remainder of day No (10/26/2017), will revisit egress components again on 10/27/2017 01/12/2018 01/1212018 BLDG-Fire Final 045706-2018 Partial Pass Cindy Wong Reinspection Incomplete "Checklist Item COMMENTS Passed FIRE- Building Final FLS and FA ok. Tie in to mall system Yes required. FIRE- Building Final Review exit signs. Several have original Yes tape making dual directional into single and non directional. Is the intent to leave these r as is or are these temp? Storage is not permitted in storage area. Superintendent Cliff requested stocking with full knowledge that permit was not issued. boors shall be at minimum single action no knowledge. If more than one exit required then all doors in that means of egress shall be panic hardware. Only the main entrance can be double key locked. Security guard posted per Zara rep Kanya until thus is resolved. 0111612018 01/1612018 BLDG-Final 046699-2018 Failed Michael Collins Reinspection Complete Inspection June 29, 2018 Page 7 of 8 lff~M BC2017-41 58)-.-1, ERMI: RY'REPORT1. _12 Permit Type: BLDG-Commercial Application Date: 04/04/2017 Owner: R P I CARLSBAD LP 4 Work~Cl.ss: Tenant Improvement Issue Date: 06/09/2017 Subdivision: CARLSBAD TCT#76-18 Staty Closed - Finaled Expiration Date: 04/23/2018 Address: 2525 El Camino Real, 110 Carlsbad, CA 92008-1206 IVR Number: 2908 Scheduled 'Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 4 Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 101`1212017, 10/12/2017 -BLDG-14 037231-2017 Cancelled Paul Burnette Reinspection Complete Frame/SteellBolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/16/~017 10/16/2017 BLDG-33 iervice 037615-2017 Failed Michael Collins Reinspection Complete Change/ Up grade Checklist Item COMMENTS Passed t BLDG-Building Deficiency Wrong code No 10119/2017 BLDG-26 Water 03.8018-2017 Cancelled Paul Burnette Reinspection Complete ti Heater[Vents . Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-33 Se~rvlce 037861-2017 Passed Paul Burnette Complete 4 Change/Upgrade Checklist Item COMMENTS Passed B.LDG-Building Deficiency Wrong code Yes 10/23/2017, 10123/2017 6LDG-45 Hoods ' 038019-2017 Failed Michael Collins Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 110/2612017,. '10/26/2017 BLDG-Final 038641-2017 Partial Pass Michael Collins Reinspection Incomplete. Inspec tion Checklist Item COMMENTS Passed' BLDG-Building Deficiency Ok to open for remainder of day No N (10/26/2017), will revisit egress components again on 10/27/2017 BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 10/2712017 10127/2017 BLDG-91 038917-2017 Partial Pass Michael Collins Reinspection Incomplete Complaints Inspection" June 29, 2018 Page 6 of 8 k % -Perm it Type: BLDG-Comme.rc.iai Application Date: 04/04/2017 Owner: R P I CARLSBAD LP Work Class: tenant Improvement Issue Date: 06/09/2017 Subdivision: CARLSBAD TCT#76-18 stat6s: Closed -Finaled Expiration Date: 04/23/2018 Address: 2525 El Camino Real , 110 Carlsbad, CA 92008-1206 IVR Number: 2908 Scheduled -A, Actual Inspection Type Inspection No., Inspection Status Primary Inspector Reinspection Complete Date Sfart Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Store front, see card Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (D ecks) BLDG-34 Rough Electrical Yes U BLD',G~5 T-Bar, 035807-2017 Passed Michael Collins Complete Ceiling Grids, ..,-'Over head Ch~ec~klist Item COMMENTS Passed BLDG-Building Deficiency Suspended hard lid at Line B-D, women's Yes 4, BLDG-14 Yes U Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes r BLDG-44 Yes Rough-Ducts-Dampers 09128/2017 09/2812017 BLDG-84Rough 036084-2017 Passed Michael Collins Complete Combo (14,24,34,44) Checklist Itim COMMENTS Passed BLDG-Building Deficiency Hard lid Men's sales, men's fitting & Yes women's fitting 6LDG-14 Yes Frame-Steel-Bolting-Welcling (Decks) BLOG-24 Rough-Topout Yes B -34 Rough Electrical LDG Yes BLDG-44 Yes Rough-Ducts-Dampers r .10/0212017 16;02,/2017. BLDG-14, 036395-2017 Passed Michael Collins Complete r FrameiSteel/Bolting'/ Welding (Decks) Checklist Item COMMENTS Passed. BLDG-Building Deficiency HSS post1beam Yes BLDG-17 Interior 036396-2017 Passed Michael Collins Complete Lath/Drywall Ch ecklist Item COMMENTS Passed B -Building Deficiency LDG Hard lid, Men's Sales, men'stwomen's fiffing Yes 10/06/2017 10/06/2017 BLDG-84 Rough .036848-2017 Partial Pass Paul Burnette Reinspection Incomplete 'Combo(14,24,34,44) June 29, 2018 Page 5 of 8 t Permit Type: BLDG-Commercial Application Date: 04/04/2017 Owner: R P I CARLSBAD LP Work Class: Tenant Improvement Issui Date: 06/09/2017 Subdivision: CARLSBAD TCT#76-18 Status: Closed - Fi`naled Expiration Date: 04/23/2018 Address: 2525 El Camino Real , 110 Carlsbad, CA 92008-1206 IVR Number: 2908 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete. Date Start Date BLDG-85 T-Bar,' 036413-2017 Passed Michael Collins Complete Ceiling Grid -,,Ov,erhead Checklist Item COMMENTS Passed BLDG-Building Deficiency, Suspended hard lid frame at Kids Rm, Line Yes C-D BCbG-14 Yes Frame-Steel-Bolting-Welding (Decks) iBLDG-24 Rough-Topout Yes .BLDG-34 Rough Electrical Yes BLDG-44 Yes 't - Rough-Ducts-Dampers 09/22/2017 09/22/2017 BLDG-34 Rough '035674-2017 Passed Michael Collins Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Women's Rm, Line D-G Yes BLDG-84 Rough 035576-2017 Passed Michael Collins Complet~ Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Women's Rm, Line D-G Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-44 Yes Rough-Ducts-Dampers BLDG-85 T-~ar, 035576-2017 Passed Michael Collins Complete Ceiling Gr ids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Suspended hard lid Yes BLDG-14 Suspended hard lid at Women's Rm, Line Yes Frame-Steel-Bolting-Welding D-G (Decks) BLDG-34 Rough Electrical Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 109/U/2017~ 6/26/2017 BLDG-84 Rough 036806-2017 Passed Michael Collins Complete Combo(14,24,34,44) June 29, 2018 Page 4 of 8 Permit'Ty'pe: -BLDG-Commerdal Application' Date: 04/04/2017 Owner: R P I CARLSBAD LP Work Class: Tenant Improvement Issue Date: 06/09/2017 Subdivision: CARLSBAD TCT#76-18 -Status:. Closed - Finaled Expiration Date: 04/23/2018 Address: 2525 El Camino Real , 110 Carlsbad, CA 92008-1206 IVR Number: 2908 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Suspended hard lid at TRF Sales room only Yes BLDG-14 Yes 'Frame-Steel-Bolting-Welding (Decks) 'BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 091114/2017 69/14/2017 BLDG-44 634615-2017, Passed Michael Collins Complete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Prelim Yes BLDG-85,T.Bar, .0346i6-2017 Failed Michael Collins Reinspection Complete Ceiling Grids, Overhead Checklist Itern COMMENTS Passed BLDG-Building Deficiency Suspended hard lid No BLDd-14 ' No it Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44, No Rough-Ducts-Dampers 09/1812017 09118/2017 BLDG-84 Rough 034944-20117 Passed Michael Collins Complete Combo(14,24,34,44) Ch ecklist Item COMMENTS Passed BLDG-Building Deficiency Hard lid frame at Kids Rm. Yes BLDG-14 Yes Frame-Steel-Bolting-Welding f (Decks) BLOG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 09/21/2017 09121/2017 BLDG-14 036414-2017 Passed Michael Collins Complete Frariie/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Suspended hard lid No BLDG-17 Interior 035415-2017 Passed Michael Collins Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Hard lid at Kids Rm, Line D-G Yes June M 2016 Page 3 of 8 4 1;4;,, INNISh Permit Type: BLbG-Commercial Application Date: 04/04/2017 Owner: R P I CARLSBAD LP Work Class: 'Tenant Improvement Issue Date: 06/09/2017 Subdivision: CARLSBAD TCT#76-18 Status: Closed Finaled Expiration Date: 04/23/2018 Address: 2525 El Camino Real, 110 Carlsbad, CA 92008-1206 IVR Number: 2908 IS6hed~uled Actual Inspection No. Inspection Type Inspection Status Primary Inspector Reinspection Complete I Dite Start Date BLDG-14 032127-2017 Failed Michael Collins Reinspection Complete Frame/Steel/Bolting/ 4. Welding (Decks) Checklist Item, COMMENTS Passed BLDG-Building Deficiency No 'BLDG-31 032126-2017 Passed Michael Collins Complete UndergroundiCond6 it - Wiring Checklist Item COMMENTS Passed BLbG-Bui1ding Deficiency Conduit only at cash wrap/store front Yes 08/21/2017 08121/2017, BLDG-84 Rough 0 32363-2017, Passed Michael Collins Complete C'ombo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Rm. 119-120 Yes BLDG-14 Yes Frame-Steel-Bolting-Welding Pecks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Darnpers t 08/23/2617' 08/23/2017 BLDG-11 032607-2017 Passed Michael Collins Complete 7 Foundation/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency SOG Poe back for conduit trenches Yes 08/2912017 d8/29/2017 BLDG-17 Interior 033088-2017 Passed Michael Collins Complete Gath/Drywall Checklist item COMMENTS Passed, BLDG-Building Deficiency Walls only at Rm. 116, i2l & 128 Yes 09/1 i/2017 09111/2017 BLDG-17 Interior 034436-20117 Passed Michael Collins Complete Lath/Drywall t., Checklist Item COMMENTS Passed BLDG-Building Deficiency Cabinet walls at TRF room only Yes BLDG-85 T-Bar, 034332-2017 Passed Michael Collins Complete Ceiling G rids, Ove-rhea d June 29, 2018 Page 2 of 8 Permit Type: BLDG-.Commercial Application Date: 04/04/2017 Owner: R P I CARLSBAD LP Work Class: Tena nt -improvement Issue Date: 06/09/2017 Subdivision: CARLSBAD TCT#76-18 -Status: Closed - Finaled Expiration Date: 04/23/2018 Address: 2525 El Camino Real , 110 Carlsbad, CA 92008-1206 IVR ~umber: 2908 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date', Start Date 06121/2017 06/21/2~17 BLDG-21 026784-2017 Failed Michael Collins Reinspection Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0612712017., 06/27/2017 BLDG-21 027261-2017 Passed Michael Collins Complete Underground/Underf loor Plumbing C Checklist Item COMMENTS Passed BLDG-Building Deficiency Waste to POC, Rm 118-120,122 Yes 07/1312017 07113/2017Z, BLDG-1 1 028619-2017 Passed Michael Collins Complete Foundation/Ftg/Pier s (Rebar), Checklist item COMMENTS Passed BLDG-Building Deficien - cy See card. Yes BLDG-14 028620-2017 Passed Michael Collins Com p lete Frame/Steel/Bolting/ Welding (Decis) -C~ecklist Item COMMENTS Passed BLDG-Building Deficiency Prelim wall frame, see card. Yes 07121/2017 07121120W. BLDG-14'~ 029402-2017 Passed Michael Collins complete -Frarne/Steelfflolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Column frame only, Line B-G & 6-13 Yes BLDG-17 Int;rior 029401-2017 Passed Michael Collins Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Walls at B-G & 6-13 Yes 08/04/20,17 08/0412017 BLDG-14 030668-2017 Passed Michael Collins Complete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Bu.ilding Deficiency Walls only, Rm. 104-105,121 .123-124,128 Yes 08/0712617 6/07/2017 13LDG-24 OiO933-2017 Passed Michael Collins Complete' RoughfTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency Restrooms/ break rooms Yes 08/18/2017 08/1812017 j June 29, 2018 Page 1 ~f 8 I q E.§Gil Corporation I 'Tartn "-'hiP With Governmentfor Building Safety n ers DATE: 5/26/2017t Q APPLICANT 2(JURIS. 41 JURISDICTION: f L3 PLAN REVIEWER L3 FILE. PLAWCHECK NO.:..CBC2017-0158 SET: III t PROJEcT--ADbRES`S: 25'25 Ehbamind"'Re' al #110 P ROJ ECTNAM E: -ZARA T.. 1. The plansirbhs M-itt6d heFewifthbve b en corrected where necessary and substantially comply with the -jurisa i6toni bu.~Idirig codes~.-'~ The plans~ Vansr~, ift,,ed " h'erewith'will's6b ' stantially comply with the jurisdiction s codes wRe-n'mino'r~.defiC`i6nci6s identified!below are resolved and checked by building department staff. 't e E~ The plans, transmitted herewith 'have significant deficiencies identified on the enclosed chec4k list and should be corrected and, resubmitted for a complete recheck. sm r 'your F Thecheck-, list trah 'itfed he ewith is for. information. The plans are being held at EsGil. Corporation until. corrected.plans are-submitted for recheck. f. e cheell F-1 The applicant's copy o'.th' k list'is enclosed for the jurisdiction f9rward to the applican conta6t person. z! The applicJint's-66py'jof thebheck.1 thas been sent to: M a ry Ry~ h*,.., J Z EsGil Co'rporati6 ii'staff did not a.dvis6 the applicant that the plan check 'has been completed., EsGilt-orpbration itaff did advis6 the applicant that the plan check has been completed. .F P6'rson-'cohtacteld V1 cil I Telephone #: 949-582-3735 ai6dbn`tbicted:.-r"-- D -.--'~by:-F )~'Email: mary@permitresources.com Mail., Telephone Fax In Person. -REMARKS: BY: Eric'Jensen Enclosures: EsGILC6r6dration F~ PC 5/19 EJ ~MB~ 93~O Ches4a'peake Drive', Suite 208_,$~ San'Diego, Califomia 92123 (858) 560-1468 Fax (858) 560-1576 7: IL EsGil Corporation In (Partnership with governmentfor Bui(ding Safety DATE: '5/ 11/2017 0 APPLICANT -,dJ U R I S. ...JURISDICTION: City of Carlsbad EI PLAN REVIEWER L3 FILE .,PLAN CHECK NO.; CBC2017-0158 SET: II PROJECT ADDRESS: 2525 El Camino Real #110 PROJECT NAME: ZARA T. 1. T1161plans transmitted herewith have been corrected where necessary and substantially compl Y'- with the jurisdiction's , codes. The plans transmitted herewith will substantially comply with the jurisdiction s codes when minor deficiencies identified b6low are resolved and checked by building .department staft. 17T.The plans transmitted herewith have significant deficiencies identified on the enclosed check list -corrected and resubmitted for a complete recheck. and,should be F7 v\j . The,check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. F-1' The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person'. Th.e applicant's copy of the check list has been sent to: Mary Ryan EsGil Corporation staff did not advise the applicant that the plan check has been completed. -EsGiI Corporation staff did advise the applicant that the plan check has been completed. Person, contacted: Mary Ryan Telephone #: 949-582-3735 (bff ) Email: mary@permitresources.com Mail e lephone* Fax In Person REMARKS: t By David Yao Enclosures: . EsGil Corporation GA Z EJ [:1 M B 0 PC 5/4 Z4. '9320 Chesapeake Drive, S uite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 'City of Carlsbad CBC2017-0158 .5/11/2017 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, .9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire. Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. "PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN' REVIEWER: Eric Jensen Note for "Remarks" on the approval submittal to the City: Planner to review sheet H-1 02C.00 for compliance approval with City Policy 80-6. ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 1.. Describe compliance with CEC 700.12(F)(3) for circuiting design for emergency fixtures. Unit equipment emergency lighting is required to be supplied from the same panelboard that feeds the normal power lighting circuits. 'Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on-this list (or a copy) where the corrected items have been -addressed on the plans. EsGil Corporatioril In Tartnership with governmentfor (Building Safety ~'bATE:4/18/2017, E) PLICANT JURIS. 'JURISDICTION: City of Carlsbad PLAN REVIEWER 0 FILE PLAN CHECK NO.: CBC2017-0158' SET: I PROJECT ADDRESS: 2525 El Camino Real #110 "PROJECT NAME: ZARA T. 1. The plans transmitted herewith have. been corrected where necessary and substantially comply With the jurisdiction's codes. plans transmitted herewith will substantially comply with the jurisdiction's minor deficiencies identified below are resolved,and. checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Th'6'check 'list transmitted herewith is for your information. The plans are being held at EsGil, Corporation until corrected plans are submitted for recheck. F~-..The applicant's.copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 7he applicant's'copy 'of the check list has been sent to: Mary Ryan' -EsGil Corporation staff did not advise the applicant that the plan check has been completed. Esdil Corporation staff did advise the applicant that the plan check has been completed. P1 erson contacted: Mary Ryan Telephone #: 949-582-3735 /6ate contacted Email: mary@permitresources.com Mail ~/Telepho.ne Fax In Person REMARKS:, By: DaiAd Yao Enclosures: EsGil Corporation El GA- 'Z EJ El MB El PC 4/6 ?320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 City of Carlsbad CBC2017-0158 4/18/2017 PLAN REVIEW CORRECTION LIST TENANTIMPROVEMENTS JURISDICTION: City of Carlsbad USE: retail ACTUAL AREA: T. 1. 307 10 sf STORIES: 1 HEIGHT: OCCUPANT LOAD: -446 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of ,,the International. Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National ;Ele6trical Code and state laws regulating energy conservation, noise attenuation and access for .,the d isabled. 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, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. .,Code,sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The f8llowing 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. Per Sec. 105.4 of .,the 2015.1nt,ernational' Building Code, the approval of the plans does not permit the violation of .,any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each' correction item has been addressed, i.e., plan sheet number, specification section, etc. ..,Be sure to enclose the marked up list when you submit the revised plans. -City of Carlsbad CBC2017-0158 4/18/2017 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. 4 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Egress & occupancy plan (G-00.20) shows the exits from the space to the Mall at south (common exit 100A, 101C..etc). Where the exits -common exit 120B and 121 B leads to? Existing passageway or corridor directly to exterior? Please clarify. 2.,, Recycling. Note on the plans,that a minimum of 65% of construction waste is to be recycled and/or salvaged. CGC 5.408.1. Documentation shall be -provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. (The requirement h~s been revised) Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions -from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. 7 14. Please,refer to the following corrections for mechanical and electrical items. '5. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 6.-- 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 in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: LJ Yes El No 7. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of ..,,City of Carlsbad CBC2017-0158 4/18/2017 4.1 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen PLUMBING (2016 CALIFORNIA PLUMBING CODE) The Plumbing is fine as submitted. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) The City has a policy (see the following) concerning duct installation on rooftops. Please verify with City planning that the duct layout shown on sheet H 1 02C.00 is acceptable. CITY OF CARLSBAD POLICIES AND PROCEDURE R: 80-6 SUBJECT: ROOF MOUNTED EQUIPMENT NUMBE EFFECTIVE: 5/1/92 SECTION:. BUILDING DEPARTMENT SUPERSEDES: 80-6(9/10/80) 80-6(5/01/81) 'PURPOSE: PROVIDE INSTALLATION STANDARDS FOR ALL ROOF MOUNTED EQU*IPMENT AND PENETRATIONS ON COMMERCIAL AND'INDUSTRIAL BUILDINGS. INTENT: A. Maintain roof integrity. Prevent hazardous condition to firemen who must fight fire on the roof. Provide an installation that is aesthetically sensitive to the building and the adjoining 0, properties. POLICY: 1.. All equipment shall be concealed from view and the design* shall meet the approval of the Planning Department. All equipment shall be specifically designed and approved for exterior use and shall be approved by the City of Carlsbad Building Department. All roof mounted equipment shall be on a platform which shall be an integral part of.the. roof—flashed and waterproofed. When a screen is approved, it shall have. as few roof connections as possible and be structurally adequate. All electrical., plumbing, mechanical duct work and related piping shall be inside the building and not on the roof. All connections related to equipment shall be made in the same roof opening on the platform or have the prior approval from the building official. t—l—, ft— --; ..A 1-wn ^nn The existing RTU schedule is misleading as it may be taken to only apply to individual units with CFM more than 2,000 for required shut-down compliance with CIVIC ' 608.0. Please clarify that all units require the detectors and shall be field verified for compliance. ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) City of Carlsbad CBC2017-0158 4/18/2017 2. Include a layout for the existing electrical room with the equipment shown, the new 800 ampere switch location, door swing, door hardware, and all CEC 11 0.26 clearances shown. 3.', Include the bus rating for MDP on the single line. (800 ampere feeder to a 600- ampere main). What size (amperage) is the breaker protecting the primary side of the transformer? Matter of fact, what are all those breakers in MDP? Describe compliance with CEC 700.12(F)(3) for circuiting design for emergency fixtures. Note: If you' have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process., note on this list (or a copy) where the corrected items have been addressed on the plans. 'City 6f Carlsbad CBC2017-0158 4/18/2017 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2017-015.8 `.~'P RE PARED BY: David Yao DATE: 4/18/2017 BUILDING ADDRESS: 2525 El Camino Real #110 -BUILDING OCCUPANCY: M BUILDING PORTION AREA Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE 30710 per city 11,428,32~ Air Conditioning Fire Sprinklers TOTAL VALUE 1,428,322 jurisdiction Code I .- Icb By Ordinance I i - . . I KiTF2~2 ~ - Bldg'. Pe'rmit F~e by Ordinance $2,851.69 .,Plan Check Fee by Ordinance y e of Review: p,* Complete Review Structural Only A~. El Other Repetitive Fee Repeats Hourly Hr. @ EsGill Fee $2,~~84 Comments: !In ~addition,to the!~bovele6,, ~f6` ~ddifional fee of $861s-dud (1 h0qr @ 86/Kr.) _!0 Sheet 1 of 1 macvalue.doc + 4, STRUCTURAL CALCULATIONS The Shoppes at Carlsbad 2525 El Camino Real Space #110, -,.Carlsbad, CA 92008' C-7366 kv March 31, 2017 -,PREPARED BY. M-ENG NEERING I r 750 BROOKSEDGI; WESTERVILLE, 0 CBC2017-0158 -2525 EL CAMINO REAL -4639 (614)839 ZARA: 30,710 SF TI NEW PARTITIONS/ CEILING LIGHTING, PLUMBING & MECHANICAL WORK 'N ,tjo~'# 1,5-11-13'2 AC . # 110 1563020900 4/4/2017 CBC2017-0158 rs, i 7- wlv M-Engineering STRUCTURAL CALCULATIONS TABLE OF CONTENTS topic PAGE 'Storefront Design ............................................................................................................. 1 ~,6oftop Unit (RTU) Support ............................................................................................ 6 DuctSupport ................................................................................................................. 11 Partition. Design ............................. ................................................................................. 17 i:Electrical,Equipment Support ......................................................................................... 29 ...................................................................................................... 31 Site Information-!.... l5ass Thro.ugh Framing Wall Design ................................ ............................................. 33 Structural Mechanical Electrical Technology 750 Brooksedge Blvd., Westerville, Ohio 43081 * 614-839-4639 614-839-2222 Fax www.mengineering.us.com M-Engineering Structural, Mechanical, Electrical & Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville, Ohio 43081-2820 Fax: 614-839-2222 Project: ZARA Carlsbad Job No. 1511132 — Sht I of. M-Engineering Client: Date: 3/29/17 By: MFF ...... . . . .......... S-to %TF-F L IWAO—A ----- ----- CANT t)U 1001~ ---- ------ ----- --- --- -- -- ...... ... . ..... . .. U-4 to, P-4 --- ------ _4,) L__---i..._~_19L~ qo_ J -.57 p t -------- --- USE— ---- ------ ';!Sap V.. ........ . .. L C _0;Q ... .. ........ ...... ..... ........ ... ........ ---------- -- ......... J .4~ 0 M-Engineering M-Engineering Structural, Mechanical, Electrical & Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville, Ohio 43081-2820 Fax: 614-839-2222 Project: ZARA Carlsbad Job No. 1511132 — Sht _x) of Client: Date: 3/29/17 — By: MIFF 'I- 'V' 4 M-Engineering I~~ I 111~~11111~1 Iiiii~illi~iiiiii~ill I 111~~piipjjijjjj IIIIIIIIIII III 4:14II'Mr-111AS 1WILICU11 ITT Design by: ~Efft We =~ERWL M, N. Point Loa M Kerin s 11 0 MEMNON Analysis of ME ME pill 11110101 ME No mown No mimp-Ammommmmomms Now on m Jr Structu'ral Mechanical - Electrical *Technology !i~'77k LBrooksedge Blvd., Westerville, Ohio 43081 e 614-839-4639 614-~39-2222 Fax W~vw.rnengineering.us.corn M-Engineering Structural, Mechanical, Electrical & Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 0 Westerville, Ohio 43081-2820 Fax: 614-839-2222 Project: ZARA Carlsbad Job No. 1511132 Sht (a of M-Engineering Client: Date: 3/29/17 By: MFF T x Vv\ *a fo. srr 7" O'k CA er 'ro C'U ? V ! ~L,:EO:T' Wlllfis-'~ /7 444_ I L47 1144 .... ...... M Engineering Project ZARA Carlsbad Job Ref. 1511132 Section Sheet no./rev. RTU Support 750 Brooksedge Blvd. Calc. by Date Chk'd by Date Westerville, OH 43081 MFF 3/30/2017 AC App'd b7Date STRUCTURAL WOOD BEAM ANALYSIS & DESIGN (NDS) ,In accordance with the ANSI/AF&PA NDS-2012 using the ASD method TEDDS calculation version 1.7.01 Load Envelope - Combination 1 0.219 0.0- it 27 A - ki?-ft Bending Moment Envelope 0.0- 2.459- 2.5 it A 27 kips Shear Force Envelope 0.2 0.203- 0.1 0.0- -0.365- -0.4 it A 27 B 4 ..Applied loading Bearn'loads Dead self weight of beam x 1 Dead point load 219 lb at 176.04 in Dead point load 219 lb at 268.08 in Load combinations Load combination,,l Support A Dead x 1.00 Live x 1.00 Span I Dead x 1.00 Live x 1.00 Support B Dead x 1.00 Live x 1.00 Analysis~ resulti" Maxinrium 'Moment Mmax 2459 lb—ft Mmin = 0 lb—ft I Project Job Ref. ZARA Carlsbad 1511132 M Engineering v 750 Brooksedge Blvd. Section RTU Support Sheet no./rev. 2 Calc. by Date Chk'd by Date App'd by Date Westerville, OH 43081 MIFF 3/30/2017 AC Design moment M = max(abs(Mmax),abs(Mmin)) 2459 lb—ft Maximurn shear Fmax = 203 lb Fmin -365 lb Design shear F = max(abs(Frnax),abs(Fmin)) 365 lb Total load on member Wtot = 568 lb' Reaction at support A RA-max 203 lb RA-min = 203 lb Unfactored dead load reaction at support A RA-cead 203 lb Reaction at support B R13-max 365 lb R3-rnin = 365 lb Unfactored dead load reaction at support B RB-cead 365 lb Sawn lumber section details Nbminal breadth of sections bnom 2 in Dressed breadth of sections b = 1.5 in Nominal depth of sections dnom = 14 in Dressed depth of sectons, d 13.25 in Number of sections in member N I Overall br6adth of member bb N x b = 1.5 in Species, grade'and'size classification Douglas Fir-Larch, No.2 grade, 2" & wider Bending parallel to grain Fb 900 lb/in 2 Ten sion parallel to grain Ft 575 lb/in 2 2 Compression parallel to brain Fc 1350 lb/in Compression perpendicular to grain Fc_perp = 625 lb/in 2 Shear parallel to grain. F,, 180 lb/in 2 Modulus of elasticity E 1600000 lb/in 2 Modulus of elasticity, stability calculations Emin = 580000 lb/in 2 Mean shear modulus Gdef = E 16 100000 lb/in2 Member details Service condition Dry Length of bearing Lb = 4 in Load duration- Permanent The beam is one of three or more repetitive members Section pioperties' 'are 'of rn Cross sectional a ember A N x b x d 19.87 in2 3 Section modulus Sx N x b x d2 / 6 = 43.89 in Sy d x (N x b)2 / 6 = 4.97 in' Second moment of area 6, = N x b x d3 / 12 = 290.78 in 4 ly = d x (N x b)3 12 3.73 in 4 6--A Project Job Ref. ZARA Carlsbad 1511132 M Engineering Section Sheet no./rev. .750 Brooksedge Blvd. RTU Support 3 Calc. by Date Chk'd by Date Westerville, OH 43'081 IVIFF 3/30/2017 AC T~ Adjustment factors Load duration factor - Table 2.3.2 CD 0.90 Temperature factor - Table 2.3.3 Ct 1.00 Size factor for bending - Table 4A CFb 0.90 Size factor for tension - Table 4A CR 0.90 Size factor for compression - Table 4A CF,_ 0.90 Flat Lise factor - Table 4A Cfu 1.20 Incising factor for modulus 8f elasticity - Table 4.3.8 N, CiE 1.00 'Incising factor for bending; shear, tension & compression - Table 4.3.8 Ci = 1.00 Incising factor for- perpendicular compression - Table 4.3.8 Cic-perp = 1.00 R6petitive member factor - cl.4.3.9 Cr = 1.15 Bearing area factor - cl.3.10.4 Cb = 1.00 Depth-to-breadth ratio dnom (N x bnom) 7.00 Beary~ is fully restrained Beam stability factor - cl.3.3.3 CL 1.00 Bearing perpendicular to grain cl.3.10.2 Des ign compression perpendicular to grain i Fc'_.perp' = Fc_perp x Ct X Ci X Cb 625 lb/in2 Applied compression stress perpendicular to grain fc_perp = RB max / (N x b x Lb) = 61 Ib/in2 t fc 0.097 _perp / Fc-perp PASS - Design compressive stress exceeds applied compressive stress at bearing Strength in bending - cl.3.3.1 'Design bending stress Fb'= Fb X CD X Ct X CL X CFb X Ci X Cr 838 Ib/in2 Actual bending stress fb M Sx = 672 Ib/in2 fb Fb' 0.802 PASS - Design bending stress exceeds actual bending stress Strength in shear parallel to grain - cl.3.4.1 D6sign -shear stress F,,' Fv x CD x Ct x Ci = 162 Ib/in2 -Actual's hear s"tress 'eq.3.4-2 fv = 3 x F / (2 x A) = 28 Ib/in2 fv Fv' 0.170 PASS - Design shear stress exceeds actual shear stress Deflection - cl.3.5.1 Modulus of elasticity for deflection E'= E x CME X Ct X CiE = 1600000 lb/in2 Design deflection 8adm = 0.004 x Lsi 1.296 in Bendino deflection 8b-si = 0.622 in Shear deflection ksi 0.018 in Total deflection 8a 8b-sl + 5v-sl 0.640 in 5a 6adm 0.493 PASS - Design deflection is less than total deflection to I LATERAL LOAD ON RTU (ASCE 7-10) Project ZARA Carlsbad Job # 1511132 Date 3/30/2017 Element RTU-6 By MF Wind Parameters. Seismic Parameters Unit Parameters VULT 110 mph SDS 0.779 Lunit 11.35 ft Exposure B hroof 25.00 ft W"nit 7.67 ft Kz 0.67 a~ 1.00 Hunit 4.39 ft 'K,.i 1.00 RP .2.50 Wtunit 2.93 k ~d_ 0.85 1 P 1.00 Hcurb 14.00 in Zunit 25.00 ft Curb gage 16 GA qh 17.51 psf Fp min 0.68 k z/h 1.00 Gtf 1.9 Fp 1.09 k Curb, WC 0.19 k 6 Cr, 1.5 FP max 3.65 k Total Unit Transverse Load WLuLT EQuLT ASD Down Up ,Transverse' Load 1.66 k 1.09 k D+ 0.75(0.6W) 1.37 0.72 ,.Longitudinal Load 1.12 k 1.09 I k 0.6D+0.6W 0.68 -0.19 7_7 Top Load 2.29 k 0.46 k 0M RM FOS D+ 0.75(o.7E) 1.69 1.19 14.34 6.73 0.47 0.6D+0.7E 1.11 0.44 Curb' 1.69, < 2.66 I'ok LRFD Down Up P f 1.2D+W 1.45 0.00 0.9D+W 0.99 -0.47 1.2D+ E 2.12 1.16 0.9D+E 1.65 0.69 bAa P h. F-11 4-- i - I i I is- ndt-mqvhy_-d tG.'be,.'t*en as.grcaiftt- LO W; ab&iiot takw_ ss J 4 V0" _j M-Engineering, Inc. Structural, Mechanical, Electrical & Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville, Ohio 43081-2820 Fax: 614-839-2222 Project:Zara — Job No. Sht _LL—of Client: Date: By: AC M-Engineering, Inc. Emphasis on Excellence .... . . ... ........ . .... ...... .... ...... ------- ......... .. .. ~D ---------- ------- -- -------- V4 IOU f I . ....... ... . ------- 01~ Y~ Ile J _tr ...... . ..... .. . ... ..... . ........ .. .. . ...... 4 0 30 .. ... ...... .. . ...... .................... . .. ... ............. ... .... ... . ............... .... . ..... .... ........ . ----- ----- - -------- - --- All M-Engineering, Inc. Structural, Mechanical, Electrical & Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville, Ohio 43081-2820 Fax: 614-839-2222 Project :f -CA MAh lk Job No. Sht of 4 0 EA —IM, Client: Date: By: AC M-Engineenng, Inc. Emphasis on ExceUence A: 4. W 111V z IP k_1A V, 0 S&1~ 4 A AN 40 ~A M-Engi~eering, Inc. Structural, Mechanical, Electrical & Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville, Ohio 43081-2820 Fax: 614-839-2222 Project:. 44A C&kA6* (A —Job No. Sht _L2 0 0 Client: Date: By: AC M-Engineering, Inc. Emphasis on Excel1ence w TV Fq kz~ low 10 dp 4U M-5 S 140 4 z Cup-?> To, P~o F (Ass U~ NIF: I'a ot~ IFF 0V e,~ t\A E- 1 Cor-a) j, Iq M Eng neering A Project ZARA Carlsbad Job Ref. 1511132 Section Sheet no./rev. Duct Support 1 t 750 Brooksedge Blvd: Calc. by Date Chk-d by Date App'd by 7~— Westerville, OH 43081 MFF 3/3012017 AC -STRUCTURAL WOOD BEAM ANALYSIS & DESIGN (NDS) L, " AKICHACOMA KIr*kQ -InAl) 4-9, A IM r"I 4-1, .4 in accordance w L L e UO "V c; 111~ V TEDDS calculation version 1.7.01 Load En~elope Combination 1 0.093- ll~ `0.0- A it 27 A 8 I . Bending Moment Envelope ki p f t 0.0- .2 0.822 - 0.8 ft 1. 27 A B .4 Shear Force Envelope kips A 0.1 0.089- 0.0- 'i27 0 -0.2 q 27 A B A .'Applied loading "It.-Bearn loads Dead self weight of beam x I Dead point load 93 lb at 253.32 in Dead point load 93 lb at 311.40 in Eciaid,6ombinations ~'6ad combination 1 Support A Dead x 1.00 Live x 1.00 t Span 1 Dead x 1.00 Live x 1.00 Support B Dead x 1.00 Live x 1.00 )~nalysis results Maximum mo , ment, Mma. 822 lb—ft Mmin 0 lb—ft t Project Job Ref. ZARA Carlsbad 1511132 M Engineering 750 Brooksedge Blvd. Section Duct Support Sheet no./rev. 2 Calc. by Date Chk'd by Date App'd by Westerville, OH 43081 MFF 3/30/2017 Design moment M = max(abs(Mmax),abs(Mmin)) = 822 lb—ft Maximum shear Fmax = 89 lb Fmin -227 lb Design shear F = max(abs(Fmax),abs(Fmin)) 227 lb Total load on member Mot = 316 lb Reaction at support A RA-,.,. 89 lb RA-min 89 lb Unfactored dead load reaction at support A RA - c)ead 89 lb Reaction at support B R13-nax 227 lb R13-min 227 lb Unfa~tored dead load reaction at support B R13-Dead 227 lb 1.5" Sawn I uriiber section details Nominal breadth of sections bnom 2 in Dressed breadth of ~ections b = 1.5 in i Nominal depth of sections dnom = 14 in Dressed depth of sections d 13.25 in Number of sections in member N 1 Overall breadth of member bb N x b = 1.5 in Species, grade and size classification Douglas Fir-Larch, No.2 grade, 2" & wider Bending parallel to grain Fb = 900 lb/in2 Tension parallel to grain Ft 575 lb/in2 Compres~i_on parallel to grain Fc 1350 lb/in2 Compression perpendicular to grain Fc-perp = 625 lb/in2 Shear'parallel,to grain Fv 180 lb/in 2 Modulus of elasticity E 1600000 lb/in2 Modulus of elasticity, -stability calculations Ernin = 580000 lb/in2 "Mean she~r mod6lus Gdef = E 16 100000 lb/in2 Member det6ils' ~S ervice condition Dry Length of bearing Lb = 4 in Load d6ratibn Permanent The beam is one of three or more repetitive members Section properties 'Cross sectional'area 6f member A N x b x d 19.87 in2 Section modulus Sx N x b x d2 / 6 = 43.89 in' Sy d x (N x b)2 / 6 = 4.97 in3 Sec6i~id 'moment of a-re . a Ix = N x b x d 3 / 12 = 290.78 in4 ly = d x (N x b)3 12 3.73 in4 Ailw_ Project Job Ref. ZARA Carlsbad 1511132 M Engineering Section Sheet no./rev. 750 Brooksedge Blvd. Duct Support 3 Westerville, . OH 43081 Calc. by Date Chk'd by Date App'd by Date 4 MFF 3/30/2017 AC Adjustment factors Load duration factor ~ Table 2.3.2 CD 0.90 Temperature factor - Table 2.3.3 Ct 1.00 Size factor for bending - Table 4A CFb 0.90 Size factor for tension - Table 4A CFt 0.90 Size factor for compression - Table 4A CFC 0.90 Flat use factor - Table 4A Cfu 1.20 Incising factor for modulus of elasticity - Table 4.3.8 CiE 1 .00 Incising factor for bending, shear, tension & compression - Table 4.3.8 Ci = 1.00 Incising factor for perpendicular compression - Table 4.3.8 Cic -Perp = 1.00 Repetitive member factor - cl.4.3.9 Cr= 1.15 Bearing area factor - cl.3.10.4 Cb = 1.00 Pepth-to-breadth ratio dn.,r. / (N x bnom) 7.00 Beam is fully restrained Beam stability factor cl.3.3.3 CL 1.00 Bearing perpendicular to grain - cl.3.10.2 Design compression perpendicular to grain Fc_perp' = Fc_perp X Ct X Ci X Cb 625 Ib/in2 Applied compression 'Stress perpendicular to grain fc-perp RB-max (N x b x Lb) = 38 Ib/in2 fc-pe,p Fc-perp' 0.061 PASS - Design compressive stress exceeds applied compressive stress at bearing Strength in bending 0. cl.3.3.1 Design bending stress Fb'= Fb X CD X Ct X CL X CFb X Ci X Cr 838 lb/in2 Actual bending stress' fb M Sx = 225 Ib/in2 fb Fb' 0.268 PASS - Design bending stress exceeds actual bending stress trength in shear parallel to grain - cl.3.4.1 Design shear stress F,,' = Fv x CD X Ct x Ci = 162 Ib/in2 Actual shear stress - eq.3.4-2 f,,=3xF/(2xA)=17Ib/in2 fv Fv' 0.106 PASS - Design shear stress exceeds actual shear stress Deflection - cl.3.5.1 Modulus of elasticity for deflection E' E X CME X Ct X CiE 1600000 Ib/in2 Design deflection- 8adm = 0.004 x Lsi 1.296 in Bending deflection 8b-sl = 0.228 in Shear deflection 8v si = 0.006 in Total deflection - 5a = 5b-sl + 8v-si 0.234 in 5a 8adm 0.181 PASS - Design deflection is less than total deflection M-Engineering Structural, Mechanical, Electrical Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville, Ohio 43081-2820 Fa)c 614-839-2222 0 0 Project Job No. Sht _Q of M-Engineering Client: Date: By: . AC .750 Brooksedge Blvd.. F T Al bl~~ WIAWi lljta~ WMA 1, A k t to Al k~i'f I, 'S v 'lA, o v a ko~ k'~) Art- aoc ov -Bonn&- C ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com - 2007 North American Specification ASD IT DATE: 212012015 SECTION DESIGNATION: 362SI 62-43 [331 Single Section Dimensions: WebHeight= 3.625 in Top Flange 1.625 in Bottom Flange 1.625 in Stiffening Lip = 0.500 in Inside Corner Radius 0.0712 in Punchout Width - 1.500 in Punchout Length - 4.000 in Design Thickness 0.0451 in Steel Properties*' Fy'- 33.000 ksi Fu - 45.000 ksi Fya 33.000 ksi ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length = 10 ft Load has hot been modified for load type or duration .,Member Configuration: SINGLE MEMBER K-phi (axial) for Distortiona'l Buckling =- 0.00 lb*in/in TOTAL ALLOWABLE AXIAL LOADS (lb) WEAK AXIS MAXIMUM CONCENTRIC LOADED BRACING K[Jr LOADING THROUGH WEB NONE 196 892 616 MID Pt 98 2266 1245 THIRD Pt 83 2906 1474 viol tp- e-K, 4L M ClarkWestern Building Systems 111,11,11114, CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 2120/2015 SEGTION DESIGNATION: 60DS162-43 [331 Single 3 Section Dimensions: ~Web HeOt .6.000 in TO-P Flange 1.625 in Bottom Flange 1.625 in Stiffening Lip 0.500 in -Inside Corner Radius s 0.0712 in Punchout Width 1.500 in Punchout Length 4.000 in Design Thickness 0.0451 in Steel Properties: Fy 33.OGO ksi "Fu= 45.00b ksi F a= 36.303 ksi ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length = 14 ft Load has'not been modified for load type or duration ~~`IV6mber~configuration: SINGLE MEMBER K-phi (axial) for Distortional Buckling = 0.00 lb*in/in 1.'TOTAL ALLOWABLE AXIAL LOADS jib) WEAKAXIS MAXIMUM CONCENTRIC LOADED BRACING KL/r LOADING THROUGH WEB NONE 292 611 471 1965 1126 3117 1522 '!~wol* ~qv .'ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 212012015 SECTION DESIGNATION: 600SI62-43 [33] (2) Back-to-Back Section Dimensions: Web Height 6.000 in Jop Flange 1.625 in Bottom Flange 1.625 in Stiffening LIP = 0.500 in Inside Co'rher Radius in Punchout Width 1.500 in Puncliout Length 4.000 in Design Thickness 0.0451 in Steel Properties- fy 33.000 ksi 'Fu 45.000 ksi Fya 36.303 ksi, ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length =16 ft Load has not been modified for load type or duration Member Configuration: (2) BACK-TO-BACK MEMBERS K-phi (@'xjal) for Distortional Buckling = 0.00 lb*in/in TOTAL ALLOWABLE AXIAL LOADS Qb) WEAKAXIS MAXIMUM CONCENTRIC BRACING KL/r LOADING NONE 271 1379 MID Pt 137. 4356 THIRD Pt 93 6588 Note: For (2) Back-to-Back Members, Individual Members, Wust be Adequaf6ly Interconnected Z. -tural, Mechanical, Electrical & Industrial Engineers M-Engineering Strue. 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville, Ohio 43081-2820 Fax: 614-839-2222 Project:. Job No. Sht -21 of M-En neering - Client: Date: By: . AC 9i 750,B~ooksedge Blvd'. -T Vic lrvot Pk~\A, ALM ~ArevJl' COP V q,' 6~g-e -0 .-?, $.- . - eiz t. 4.' Al 7 % - I' I I" , F t2 15--rAl, VY i 011~1 'I —JUQ M-Engineering Structural, Mechanical, Electrical & Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville, Ohio 43081-2820 Fax: 614-839-2222 Project: Job No. - Sht M-Engineering ~Cllent: Date: By:- 750 Brooksedge Blvd. tat . 71. r T r - 41. P-ik 1, 1" ft"10101i PTO w-1 M-Engineering Structural, Mechanical, Electrical & Industrial Engineers Vr - 750 Brooksedge Blvd. Phone: 614-839-4639 Wekerville, Ohio 43081-2820 Fax: 614-839-2222 4... 0 0 Job No. Sht Project . -A—of M-Engineering Client:'. Date: 13~ '750. Brooksedge Blvd. Uf ~q T', ~4 1A i Y, 44 ALLOWABLE WALL HEIGHTS With structui~ifr, ammg~ Member 362S137-33 Spacing (in) o.c. 5psf L/120 L/240 ~L/360 16 23-7 44 - 1815" 16.1.1 lN 81, 2TV 24 17-6" 14- 8" 12' 10" 362S137-43 12 2.5'3" 20'1" 17- 6" 16 23'0" 18-3" 15'11" 24 20 V 15,111, 13'11" :362SI37-54 121 ii~ 27' 1 21'6" 18,91, ~'~ ~47'-_ 196" IT 1" .24 21 - 6" 17-1— 11V ill, '-362SI37-68 12 28'11" 22'11" 20- V 16 26'Y 20' 10.1 24 22' 11" 18'3" 15'11' LL 362z)-137-97 12 31'10" 25-3" 22' 1" 16 281 1111 22'11" 20' 1 24 263" 20- V 17- 6" 362S162-33 12 2N 19'4" 16'11" 16, a'2 17 -7 15'4!' 24 18'9" 15, N, 13'5" 362S162-43 12 26'6" 21-0" 18'5" 16 24~ 1 " 19.11, 16-8" 24 21 - 0" 16'8" 14- 7" 362S162-54 12 28- 5" 2.2- 6" 19,81, 16 25' 19' 20'6" 17'11" 24 22' 6" 17'11" 15-7" 362S162-68 12 30'5" 2W 1" 21'1" 16 27-7" 21'11" 19- 2"'± 24 24~ 1 " 19-2" 1619.1 1 1 362SI62-97 12 33'6" 267- 23'T' ' 6 30- 5" 24t 2" 21'1" 14 26'7" 1 21' 1 " - 1 181 6, '-'Member S~acing(in)o.'c.j 5psf U120 L1240 L/360 362S200-33 12 25' 8" 20',V' 17'9' 16'2" 16 2TY 18- 6" 24 19,81, 16, ?1 14' 1 " 362S200-43 12 28'0" 3- 19'5" 16 5. 1 9; 20'Z' 17'8' - 24 Y 17'8" 15.51, 362,920N54' 12 30'0' 23' 10" 2011011 16 27- V: 21- 8" 18,111, 24 10" 18'11" 16- 6' E LL 362S200-68 12 32 2" 266" 3.1 16 29'2' 23'2' 20'3" 24 266" 20- 3" 17'8" 362S200-97 12 28 3" 24~ 8" 16 3~1: 25' B" M' Y 24 28'3" 2Z 6' 19- T' M 362S250-43 12 29'6" 23'5" 20'6" 16 26,101, 21'3" 18' 7" 24 2TY 18'7" 16' 3" 362S250-54 12 31'7" 25' 1 21'11" 16 28'8" 22-9" 19,111, 24 25-1" 19,111, —IT 4!' 362S250-68 12 33'11" 26'11" 23'-6" 16 30'10" 24? 6" 21' Y 24 26111. 2TY 18- 8" 362S250-97 12 37- 7" 29' 10" 26' 1 " 16 34'2" 27-1" 23'8" 24 29' 10" 23'8" 20'8" Notes: 1 Studs are checked for simple-span deflection and stress. Stress calculations are 4 Listed limiting heights are based on steel properties only. 8 Capacities are calculated according to the * AlSl-NASPEC S100-2007, with 5_1 made for mid-span fully braced moment, end shear through the unperforated 5 Web crippling check based on 1-inch end bearing. Where limiting heights are 2010 supplement. A 1-1/2" by 4" knockout spaced no closer than 24!'o.c. is Sz section, and shear moment interaction through the perforated section 10" away followed by "a',' web stiffeners are required. assumed. (314!'by 4!'for 2-1/2" studsJ t from the end bearing. 6 Allowable moment is the lesser of local and distortional buckling. Stud distortional 9 All values are based on Fy=33ksi for 33mil and 43mil studs, and Fy=50ksi for 2 A 1/3 stress increase is not used. buckling based an an assumed K(p=O. 54mil, 68mil and 97mil studs. 3 Limiting heights are based an continuous lateral support of each flange over the 7 Cells marked with an have h/t > 200, and thus require end stiffeners. 10 For deflection calculations, interior wall loads have been multiplied by 1.0 per full height of the stud. the AlSl S211-07 Standard for Cold-Formed Steel Framing—Wall Stud Design 2007 Edition. Complies with AlSl S100~07 NASPEC with 2010 supplement - IRC 2012 Pub. No. CD-STR-TechGuide 6113 The technical content oF this literature-is effective.60/`13iand,supAC~ ~de"Il previa ELLn F97 _'AWT 4 -sitructiiial framing Member cing (in) o.c. 5 L/120 LT240 6 600SI 37-33 12. 33.11, 2TY L'? 0~. ~_3 7 16 24 287'_ 21-8- 18,111, 23'4!' 600SI 37-43 12 3T 8" 29'11" 26' 2" -16 3,V 3" 2T 2" 23' 9" 24 28' 1 " 23'9" 20' 9" GOOSW-54 12 40-5" 16 36'9" 2" 25'6" 24 32-1" 25' 6" 2Z 3" 600SI37-68 12 4.3'4" 34'4" 30,01, 16 39'4" 31' 3" 2TY 24 34! 4" 27-3" 23' 10" .5 60OS137-97 12 47' 11" 38'0" 33' Z' 16 43-6" 34! 6" 30' 2" 24 38'0" 30'2" 26'4!' 2 60OS162-33 12 35'6" 28'F' 25' 0" 16' 30'9" 26'0" 22-9" 24 25-2" 22'9" 191 10" 600SI62-43 12 39'4!' 31-2" 27' 3" 16 36 9" 28'4!' 24' 9" 24 31''1" 24~ 9" 21'8" 60OS162-54 12 42 2" 32Y 6" 29' 3" 16 38'4" 30'5" 26'7" 24 33' 6" 26' 7" 23'3" 60OS162-68 12 45'3" 35'11" 31-4" 16 41-1" 32'7" 28'6" 24 35'11" 28' 6" 24~ 11" 60OS162-97 12 50,11, 39'9" 34' 9" 16 24 45-6" 39.9. 31; N 7 77;: Member Soicing(in)ox. L/120 UZ 160 60OS200-33 12 37-9" 30' 116 32.'1_0" 7 23' 1 Y' 24. 26' 10" 23'1U' 60OS260-43 12 41-3" 3z 91, 28' 7" 16 37-6" 29' 9" 26'0" 24 32-0" 26' 0" 2Z 9" 60OS20G-54 16 40' Y 35' 2" 30'9" 27'11" 32' 0" 24 35'Z' 27'11" 24! 5" 60OS200-68 12 47'7" 37' 9" 33'0" 16 Q. Z' 34! 4!' 29'11" 24 37'9" 29'11" 26'2" 60OS200-97 12 4 36'7" 16 48'0~ 38'1" 33' 3" 24 41'11" 33'3" 29' 1 60OS250-43 12 43'3" 34'4!' 30' 0" 16 39-3" 31'Z' 27' 3" 24 32'11" 27' 3" 23' 10" 60OS25G-54 12 46-3" 36' 8" 32' 1 " 16 42' 0" 33'4~' 29'1" 24 36' 8" 29' 1" 25'5" 60OS250-68 12 49' 10" 39' 7" 34' 7" 16 45' 3" 35'11" 31-5" 24 39' 7" 31'.5" 27' 5" 60OS250-97 12 ~6' 38' 5" 34~-1F- 24 44' 0" W1 44-- n, A- Not..: % I Studs are checked for simple-span deflection and stress. Stress calculations are 4 Usted limiting heights are based on steel properties only. 8 Capacities are calculated according to the AISI-NASPEC S100-2007, with made for mid-span fully braced moment, end shear through the unperForated 5 We6 crippling check based on 1-inch end bearing. Where limiting heights are 2010 supplement. A 1-1/2" by 4'knockout spaced no closer than 24" o.c. is section, and shear moment interaction through the perforated section 10" away followed by "e,we6 stiffeners are required. assumed. (3/4" by 4" for 2-112" studsJ from the end bearing. 6 Allowable moment is the lesser of local and distortional buckling. Stud distortional 9 All values are based on Fy=33ksi for 33mil and 43mil studs, and Fy=50ksi for 2 A 1/3 stress increase is not used. buckling based an an assumed Kq)=O. 54mil, 68mil and 97mil studs. 3 Unniting heights are based on continuous lateral support of each flange ~ver the 7 Cells marked with an have h/t > 200, and thus require end stiffeners. 10 For deflection calculations, interior wall loads have been multiplied by 1.0 per full height of the stud. the AlSl S211-07 Standard for Cold-Formed Steel Framing—Wall Stud Design 2007 Edition. Complies with AlSl SIOO-07 NASPEC with 2010 supplement - IBC 2012 Pub. No. CD-STR-TechGuide 6/13 The technical content ofthis literature is effective 6/1/13 and supersedes all previous, information. 24' ALLOWABLE WALL HEIGHTS clarkdietrich.com 5 ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com SSMA Tech Note I DATE: 212012015 Sectionbesiq~ati . on: 362TI50-54 [50] Single put Properti4: Web Height= 3.823 in Design Thickness Top Flange 1.500 in Inside Corner Radius 1 ~500 in Yield Point, Fy ,,;,.Bottom Flange Deflection Track Design Method: SSMATech Note I Deflection Clear Gap = 0.75 in Stud Spacing = 16 in Stud Flange Width = 1.625 in e = 1.125 in Beff = 8.21 in Pa = 117 lb/stud 0.0566 in 0.0849 in 50.0 ksi 0.0713 in 0. 1070 in 50.0 ksi ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.corn SSIVIA Tech Note I DATE: 2120/2016 -D ion: 600TI50-68 [50] Single Se6ti.on esignat Input Properties:. k Web Height 6.250 in To p . Flange — 1.500 in Bottorn FI ang e 1.500 in D r Design Thickness = Inside Corner Radius Yield Point, Fy = eflection Track Design Method: SSMATech Note 1 Deflection Clear Gap = 0.5 in Stud Spacing = 16 in Stud Flange Width = 1.625 in e = 0.750 in Beff = 7.46 in Pa = 253 lb/stud Fasteners allowable loads ClarkWestern 81 able Afl6w loads Fastener design criteria HIJU anchors (PDF in steel) all owable loads (lbs.) I he lollowing Information is provided to assure that framing components you select ban be fastened correctly. Your selection of fasteners or welds Will depend on the members selected and the load requirements'you anticipate. AISI calculated allowable loads for screw connecUon* #8-18HWHscrew #1046HWHscrew #12-14HWH crew 1/4"-14 HWH screw S Material Design strength thickness thicknes _Material dla.=0.16" dia.=0.1901 dia.=0.21" dia.=0.240" mils In I FY (Fu Shear Tension Shear Tension Shear Tension Shear Tension (ksI) ksi) (Ibs) (lbs) (lbs) (lbs) (Ibs) (Ibs) _23 ti~& 0.0346 1 33 45 162 71 177 84 186 93 199 106 43 W'~D D.E)451 33 45 241 92 283)) 109 277 121 296 138 54 0.0566 33 45 333 115 370 137 389 152 416 173 0.0566 50 65 333 167 467 lea 562 219 600 250 68 0.0713 33 45 We We 467 173 550 191 1 688 218 0.0713 so 65 n/a n/a 467 249 625 276 849 315 97 0 .1017 33 45 n1a n1a 467 246 625 272 863 311 0.1017 50 65 n1a n/a 467 356 625 393 863 450 0.1242 33 45 n/a n/a n/a We 625 333 863 380 lie 0.1242 50 65 n/a n1a n/a We 1 625 480 863 549 AISI allowable loads for welded connections (lbs.) Minimum required allowable load for screws Material Design Ma le' I 'rangth I'lliet weld I Groove weld I #12-24 HWH #1/4-28 HWH thickness thick"nes Material Design screw screw (mlls) (In) Fy I Fu Long. Trans. Trans. Long. thickness thickness dia.=0.21' dia.=0.24" (ksl) (ksi) (Its) (Ibs) (Ibs) (Ibs) (ralls) In lbs -,4;r -FT-..,.n 1 Inch total weld Obo) (lb.) (lb.) (lb.) 43 0.0451 133 45 619 864 663 544 0.1875 725 1042 9S7 1100 0.0451 150 65 895 1247 958 785 Steel 0.25 .(725 1/1053 857 1425 54 a' 0566 33 45 822 1084 832 682 0.0566 so 65 1188 1566 1202 985 Screwtable notes: 68 0' 0713 33 45 '1082 1365 1048 859 All values were calculated using the 2001 AISI 0.0713 50 65 1563 1972 1514 1241 specification w/2004 supplement. 97 0.1017 33 45 1480 1480 1460 1480 Shear values were based an the lilting and bearing 0.1017 50 1 65 1480 1480 1480 1 1480 1 modes of failure Eq. E4.3.1-1, E.4.3.1-2. 118 .0~ 1 124 2 2 24 13 so 141 65 1111 1 1 80EI 1 1808 1808 1808 1808 1008 1808 Minimum spacing of screws Is determined by E4.1 stating spacing shall not be less than 3d. 2 Inch total weld Edge distance Is determined by E4.2 stating that 43 0.0451 33 45 998 1727 1326 1087 edge distance shall not be less then 3d. 0.0451 50 65 1442 2495 1915 1570 Allowable loads are based on a safety factor of 3.0. 54 0.0566 0.0566 33 so 45 65 1253 1809 216B 3131 1664 2404 1 364 1971 E4.3.2 state s that the bearing strength < Pris = t*e*Fu. 68 0.0713 0.0713 33 50 45 65 1578 2279 2731 3944 2096 3020 1719 2483 For the screws Into structural 0.1017 33 45 2961 2961 2961 2961 steel, the shear values are for 0.1017 50 65 1 2961 2861 2981 2951 the failure ofthe screw Itself. E7 11. OA242 5 3816 3618 Look at bearing of clip to 0.1242 133 50 1 8 4 5 13616 3616 1 3616 1 3615 38 1 16 1 35 6 1 determine minimum value of shear. Weld table notes: a. Bearing or pullover 1. All values were calculated using the 2001 AISI specification values do not control In J~~EAR w/2004 supplement. the above cases. 2- F)oc values were based off of Fxx >= 70ksl and that Fxx > Fu from the 2001 AISI specification code. . Values are based on AISI Specification Section E2. Values include a factor of safety that varies perAIS1 code I . Material ~Ield I HilU X-EDNIII la.=0.1451) KItIX-DNI (dia.=0.1451 HIIII X-DS (dla.;O. 177-) thickness strength 3/ 6" 1 1/4" 3/16" 31161, 114" (mils) FY (kso _ Shear Tension Shear Tenslon shear Tension shear Tension Shear Tension shear Tension 33 33 203 234 203 234 203 234 203 234 248 234 248 234 43 33 28S 304 265 304 265 304 265 304 323 304 323 304 54 33 332 302 332 382 332 350 332 382' 406 3132 406 382 so 425 455 4BO 552 480 350 1480 sio 586 390 See 552 68 33 , 419 455 419 481 419 360 419 481 511 390 sil 481 so 425 455 605 695 490 360 190 510 738 390 625 620 425 455 697 686 490 360 690 sio 729 320 5 620 425 455 620 800 490 360 590 510 795 390 625 620 -~25 455 620 801) 490 360 590 510 795 390 k62 625 620 425 455 620 800 490 360 1 590 1 510 795 390 62.1 620 HIIH anchors (PDF In concrete) allowable loads (Ibs.) Hiltl X-DNI (dia. = 0.1451 Material Yield Min. embedment 314!' Min. embedment 1" thickness strength 2aoo psi 3000 psi 4000 psi 2000 psi 3000 psi 4000 psi (MUS) FY (ksl) Shear Tension Shear Tonalm Shear Tension shear lbasin shear Tension Shear T .. Wn 33 33 95 70 110 so 125 110 140 90 150 120 165 iss 43 33 95 70 110 90 12.9 lia 140 so ISO 120 105 155 33 95 70 110. 90 125 ISO 120 iss 155 54 so as 70 110 90 125 1 1,, ,a , 0 1, 40 go go- lea 120 as 1 33 95 70 110 90 126 lia 140 so ISO 20 ISS 155 68 so 95 70 110 1 90 1 125 110 140 so 160 1120 iss iss 33 es 70 110 so 125 110 150 120 '185 155 97 so 95 70 110 go 125 110 160 120 185 Iss 33 95 70 110 90 125 110 160 120 1 BE; 155 118 50 95 70 110 90 , 125 110 160 120 185 155 Kill anchors (PDF In concrete) allowable loads (Ibs.) Hill X-DNI (dia. = 0.1451 Material M . edge Min. Min. material distance spacing thickness Steel 1/4" 1/8'. Concrete 3 x Embedment Hilti table notes: 1.All values were calculated using the . 2001 AISI specification w/2004 supplement. Shear values were based on the tilting and bearing modes of failure Eq. E4.3.1-1, F-4.3.1-2. Allowable loads are based on a safety Motor of 3.0. E4.3.2 states that the bearing strength < Pns = t*e*Fu. Min. embedment 1-11V Material Yield 2000 psi 3000 psi 4000 psi thickness strength (mlls) Fy (ks0 -;c-.1 -F-lon Shear Tension Shear Tension 33 33 2D3 ISS 203 ISO 203 2`15 43 33 230 165 265 lea 265 215 54 33 230 iss 280 ISO 332 215 so 230 165 280 190 335 215 33 230 165 280 lea 335 215 68 so 230 i6S 280 f 190 1 335 1 215 230 165 280 190 335 215 230 iS5 280 190 1 335 1 215 230 165 280 ISO 335 215 230 165 280 lea 335 215 8 CIE r A M-Engineering Structural, Mechanical, Electrical & Industrial Engineers 750 Brooksedge Blvd. Phone: 614-839-4639 Westerville, Ohio 43081-2820 Fax: 614-839-2222 0'0 Project: ZARA Carlsbad Job No. 1511132 Sht _&of !W-En ineeri,ng Client: Date: 3/31/17 By: MFF T soed'~-r,! r6-H T mo F. 14 (p 4 ...... . ------ .2 ------ A 7 .. . ........... t . . ....... . ----------- 059a' ..... . . .. - vix. -.---r A78-1~~-' 2 ...... .. kknm i V7 ~ko A.N CAQ Ae' R AD. WF—C" r- 7> if U,.ZT C- WT 14 rT VJ A:- . . ...... .... pli)—t- -01 ....... ... C'U. OT T JS F 14~.. Li 6AL ly '~o cm~x LTT- ---------- Project ZAR'A Carlsbad' JC El~m'e`nt' 225 kv.Transform*er S m eis ic Demands on Non-Structural Components ASCE 7 SDS ap 1.00 W~ 1430 lbs, R 2.50 P ~z 7 1, ft IP 1.00 h i ft z/h 1.00 ~p min 334.19 FP 534.71 - Fp max ..1782.35 flo ~*F P .534.71 lbs (Ultimate) Verti6al P 222.79 lbs (Ultimate) + ndt r g to-bip.;taken grc 1. . 6 . Sa~R~ and f', - s&] I not, be ta~n &S les 5 dwa W1, 4,k 1511132 Date 3/31/2017 By MFF Component ap RP Interior Wall or Partitions 1.0 -T-5. Parapet or cant int wall braced below CM 2.5 2.5 Parapet or cant int wall braced above CM 1.0 2.5 Exterior non structural wall 1.0 2.5 Veneer 1.0 2.5 Ceiling 1.0 2.5 Cabinets and Shelves 1.0 2.5 Appendages and Ornaments 2.5 2.5 Signs and Billboards 2.5 2.5, Air Side HVAC - Fans,RTU, Heaters,AHU 2.5 6.0 Wet Side HVAC: - Boilers, Chiller,Tanks 1.0 2.5 Pumps, Compressors, Pressure vessels 1.0 2.5 Generators, Batteries,Transformers 1.0 2.5 Panel board, Switch Gear 2.5 6.0 Comm. Equip.,Computers, Instrumentation 1.0 2.5 Lighting Fixtures 1.0 1.5 Vibration isolated component 2.5 2.5 Ductwork 2.5 6.0 Electrical Conduits, plumbing, Rigid Cable tray 1.0 2.5 Conveyors (non personnel) 2.5 3.0 Suspended cable tray 2.5 6.d Connection - Masonry or Concrete 1.0 1.6 -'21 'EUSGS Design Maps Summary Report User-Specified Input Report Title 1511132 ZARA Carlsbad Tue March 14, 2017 19:21:58 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.17960N, 117.32665OW Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Sg = 1. 104 g S,s = 1. 168 g So, = 0.779 g r(A: 0 St S, = 0.425 g SMI = 0.670 g Sol. = 0.446 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Renpcns~e Spectrum Datir Rimpcose Spectrum CL96 CLB4 Cot~' am U3 CL48 a-M d-74 CL12 aD3 Period, T (see) For PGA,,, T,, CRS, and CR1 values, please view the detailed repo Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. am am CLIj CL64 a 3A QAS 0.40 V3 M-12 a-24 CL 16 am aim Period, T (see) ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results Query Date: Tue Mar 14 2017 Latitude: 33.1783 Longitude: -117.3323 ASCE 7-10 Windspeeds (3-see peak gust in mph*): Risk Category 1: 100 Risk Category 11: 110 Risk Category III-IV: 115 MRI** 10-Year: 72 MRI** 25-Year: 79 MRI** 50-Year: 85 MRI** 100-Year: 91 ASCE 7-05 Windspeed: 85 (3-sec peak gust in mph) ASCE 7-93 Windspeed: 70 (fastest mile in mph) *Miles per hour **Mean Recurrence lnter~.l REGON]~;4 D H 0 ;t';J ': I NFU6A)f N I' t5an rancts A,~ C L FORN ".,oLas 0 '~A v ~> A A Z CUW 'Sa Ohi~l N1 4 3~75 I e 7., M .01_2ii 1§111 M6oai Crt-y ;—ata @26i 7 Goo~le, INEGI Users should consult with local building officials to determine if there are community-specific wind speed requirements that govern. Print your results WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the 'use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. .... 66- SAN DIEGO REGIONAL OFFICE USE ONLY 0 'AAZARDOUS MATERIALS RECORDID# PLAN CHECK # OCCC QUESTIONNAIRE BP DATE Business Name Business Contact Z. cxcm, Telepl~one #. ZZ4~ -875 41 Lf) Project Address cityaosk St Zip C6dd APN# Mailing Address City NeVi St t 5700 0.fe~ -;01 I Zip Code t. 11,5 Plan File# by—. P , contact lomcv-!l i Applicant E-mail r smArci~--s-- 0 p&-mif-r Telephone # The following questions r"sen—t thd facility's activities, NOT the specific project description. PART 1. FIRE DEPARTMENT — HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for proiects within the City of Sa 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 Rati,ng: Facility's Square Footage (including proposed project): 1. Explosive or Blasting Agints 5. Organic Peroxides 9. Water Reactives 13. Corrosives ,2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids. 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. 4..Flammable Solids 8. Unstable Reactives 12. Radioactives questions is yes, applicant must contact ine Lounty or ,an Liiego riazaraous iviatenais uivision, oouu uveriana Avenue, buite 11 u, Z5 ,,Call (858) 505-6700 prior to the issuance of a building permit. FEES~ ARE REQUIRED Project Completion Date: Expected Date of Occupancy: . ~- YES - '.NO (for new construction or remodeling projects) 1. [3,,, rls your business listed on the reverse side of this form? (check all that apply). 2 El Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3.',. t El,' er'Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 4.., Will your business store or handle ~arcino6ensfteproductive toxins in any quantity? .. ~El Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? -7 -Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? ', , El :8. ,Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). ,'.'PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomp(o-)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 additior~a_lmeasures —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.] YES' , NO 0 'Z' Will the project disturb 160 square feet or more of existing building materials? Will a ny load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. [1 El (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 4.1 (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 removial. 5..-, Will the project or associated construction equipment emit air contaminants? See the reve rse side of this form or APCD factsheet (www.sdapcd.oEg/info/facts/permits.pd for typical equipment requiring an APCD permit. 6:-' '0 - El (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary f the answer to any of the Diego, CA 92123. , El CalARP Exempt Date Initials El CalARP Required Date Initials' E] CalARP Complete Date Initials Briefly deScribe business activities: C" Briefly describe proposed project: ~. [ L ~ I t F i I R-C, Q I declare under penalty of perjury that FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICA BY: DATE: U / !j ' / - 0 L_ Dite - r EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COLINTY-HIVID APCD COUNTY-HIVID 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-917.1 (08M 5) County of San Diego — DEH — Hazardous Materials Division