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Home My WebLink About1923 Calle Barcelona; 147; CBC2017-0411; PermitPrint Date: 12/08/2017 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1923 Calle Barcelona, 147 BLDG-Commercial 2550120400 $47,021.61 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial Permit www.carlsbadca.gov Work Class: Tenant Improvement Lot#: Reference #: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check#: Description: EVERYTHING BUT WATER: 1,011 SF T.I. RETAIL TO RETAIL Owner: T-C FORUM AT CARLSBAD LLC 4675 Macarthur Ct Tiaa-Cref, 110 NEWPORT BEACH, CA 92660 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL MANUAL BUILDING PLAN CHECK FEE MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL 581473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $834.63 Total Payments To Date: $834.63 Status: Applied: Issued: Fina led: Inspector: Balance Due: 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. Permit No: CBC2017-0411 Closed -Finaled 08/01/2017 10/10/2017 TFraz $0.00 $393.20 $266.28 $43.00 $8.98 $45.00 $63.00 $2.00 $13.17 THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGINEERING 0BUILD1NG OFIRE OHEALTH OHAZMAT/APCD . C cityof Carlsbad Building Permit Application 1-P_la_n_C_h_e_ck_No_.~,......_~..L..;_.;_~µ-+- 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value Ph: 760-602-2719 Fax: 760-602-8558 1---------.::!~--L:-i-.1..~~-¥-~+-= email: building@carlsbadca.gov www.carlsbadca.gov Date JOB ADDRESS \ (\ 2,.. ~ IIIIIJI/SPACH/UNITII 14 1 CT/P JE 11 II BATHROOM PATIOS(SF) DECKS (SF) AIR CONDITIONING FIRE SPRINKLERS FIREPLACE YES[]#. N<O vES ONoO vESO NoO DESIGN PROFESSIONAL ~ ~'<C..: CONTRACTOR BUS. NAME -\ L f!..cµ~ ADDRESS \2_j ~s+ '2.Lf CITY Zif LOO\\ PHONE FAX '2 \ 1.. 61 '5 . '2.'2. Be; EMAIL Worilen' Compensation Decllfltion: I hereby aff,m under penalty of perjury one of the following declarations: D I have and will rnaintlin a certificate of consent to self-Insure for workers' compensation as provided by Sec1ion 3700 of the Labor Code, for lhe performance of the work for which this permit is issued. D I have and will rnalntlin worilers' CO\J11>8nlation, as reQuired by Section 3700 of the Labor Code. for the performance of the wOII( for whr this pennft is issued. My wori<ers' compensation i7r'ill1~µ and policy number are: Insurance CO. C 1 ~ Policy No., {I'/ }CO Expiration Date J 2-1-'9- ~seclion need not be completed WIile permit is for one hundred dollars ($100) or less. LJ Certificate of Exemption: I certify that in the performance of the worlt for which this permft is issued, I shall not employ 'ill1Y person in any manner so as to become subject to the W0111ers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In addition to the cost of compensation, daT ~vi for '.n~'?:13f6 of the Labor ~terest and attorney's fees . .8$ CONTRACTOR SIGNATURE 'f.7"'" ~ ~ I hereby aff,m that I am exempt from Contractors License Law for the following reason: D I, as owner of the property or my employees wfth wages as their sole compensation, will do the wOl1I and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The COntractor's License Law does not apply to an owner of property who builds or improves thereon, 'iJlld who does such worlt himseW 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 i111>rove for the purpose of sale). D I, as owner of the property, am exclusively contra:Ung with licensed contr.K:tors to construct the project (Sec. 7044, Business 'iJi1d Professions Code: The COntra:tor's License Law does not apply to an owner of property who buikls or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the COntractor's License Law). D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor 'iJi1d materials for construction of the proposed property improvement. D Y es O o 2. I (have I have not) signed an application for a Mding permft for the proposed worlt. 3. I have controcted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I pl'iJll to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number): 5. I wiU provide some of the work, but I have controcted (hired) the following persons to provide the worlt indicated ~nclude name I address I phone I type of worlt): .a5 PROPERTY OWNER SIGNATURE 0AGENT DATE Is lhe awllcanl or lu\lire bo.ild ng OOCt/panl required lo submlt a business plan, ac\Jlcly hazcrdoos materi,ts regtsua!ion form or rlslt man.igerrenl and prevcnfion program under Secbls 25505, 25533 or 25534 ol the l'lcsley-TaMer liazatcbus Substarce Accounl AGI? Yes No Is Iha epp.icanl 01 lutu;e bu'ding occupanl rcqu<Jlld to obtain a permit r,om the air pol'.UIJon con~ol d!sll'rc1 or air qua'Jty management cjslricl? Yes No Is Ole facility to bo ccnslructed wilh!n 1,000 feet of the ou:er boundary o/ a school site? Yes No IF Am OF THE ANSWERS ARE YES, A FINAL CERTIF1CATE OF OCCUPANCY MAY NOT~ ISSUED UNLESS TltE APPLICANT HAS MEl O.~ IS MEEltNG TIIE REOOtREIAENTS OF THE OFFICE OF EMERGENCY ~RVICES A!.D TIIE AIR POU.UTION CONTROL DiSTRICT. I Cl3f1lfy that 11\a-.o road lho illlPllcatlon end state that the abo'ielnlonnationiscotreetond tl'at lllelnlomlation en t!ic pl.:ins Is oa:uratc. I agree to Q?mplyl'.ith all Cll)'Olt'inances and Slate laws relating to bulldlngconstM:tiOO. I heretly au1JoriZ9 reinsentative of tho a:y of Carlsbad lo Clllerupoo lhe alx>Yo mentioned proi;erty i:lr lnspectai pullXlSl!S. I AL.SO AGREE TO SAVE, NDEMNL::Y /.ND KEEP HARMLESS THE CrTY OF CARLSBAD ' AOOIST ALL L.IAl31LfTIES. JUDGMENTS, COSTS Ai'O EXPENSES WHICH MAY IN Affr WAY ACCRUE AG.AJNST SAID CITY IN CONSEQUENCE OF THE GRANTlNG OF THIS PERMIT OSHA: An OSHA pemil ls lll(JJ~'OO i:w"excavaL'onscwr SfJ deep anddem:llliJn or<Xll\Slrudiono/structlleSovoc Jstorics il hci;ht . EXPlRA TION: ~,y pennl MUed by L'lO eu~:ng Oli::ia! ul'lOO' lhe ~ens or l1is Code sha1 exiiJe 11)' r.nlcafDn cm txxx:rre ~ .m ';!lid ~ tr.o bul1.og or v.ak aulhorilf.'d by sucti p;nrit s not canmenced v.ihii 100days tom Iha da'.ocl sud1 pcm,iorrt thebula:ngorv.ak auihori21:d 11)' such JBTllil is s~or ati.r1d:looo at arff tine after Ille \\Qi\( is ClllTVTlerced for a peoodol 100days (Sediln 100.4.4 Un·oon 9Jl:ling Code). Ji5 APPLICANT'S SIGNATURE DATE 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 F O C A T I:: 0 6' 0 C C U P A N C V I C O m n, c r c I ii I I' r O J C C t S O 11 I lf J Fax (760) 602-8560. Email building@carlsbadca.gov or Mail the completed lorm to City ol Carlsbad, Building Division 1635 Faraday Avenuo, Carlsbad, Cafilornia 92008. DELIVERY OPTIONS PICK UP: CONTACT {Listed above) CONTRACTOR (On PC:. 1) CONTACT (Listed above) CONTRACTOR (On P/!-l l MAIL/ FAX TO OTHER:---- ,65 APPLICANT'S SIGNATURE OCCUPANT (Listed above) OCCUPANT (Listed above) CO#: (Olllce U1e Only) occ PANT NAME JOH rv rv WA s 1.tvl-· Cm' STATE ZIP Carlsbad CA C, 3. 0 0 OCCUPANT'S BUS. LIC. No. ASSOCIATEDCB# Cf3C,.:2_or7-o'fll NO CHANGE IN USE/ NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION DATE PERMIT INSPECTION HISTORY REPORT (CBC2017-0411) Permit Type: BLDG-Commercial Application Date: 08/01/2017 Owner: Work Class: Tenant Improvement Issue Dato: 10/10/2017 Subdivision: Status: Closed -Finaled Expiration Date: 06/04/2018 Address: IVR Number: 5389 Actual Scheduled Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector 12/08/2017 12/08/2017 December 08, 2017 BLDG-Fina I Inspection Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 042813-2017 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Waiting for Fire Final Inspection Passed Tlm Frazee COMMENTS Waiting for Fire Final Inspection T-C FORUM AT CARLSBAD LLC CARLSBAD TCT#92-08 GREEN VALLEY 1923 Calle Barcelona , 147 Carlsbad, CA 92009-8458 Reinspection Complete Passed No No No No No Complete Passed Yes Yes Yes Yes Yes Page 2 of 2 " ' ;, ~ ~ . , ~ERMIT,INSPECTION HISTORY REPORT (CBC2017-0411) Permit Type: BLDG-Commercial Application Date: 08/01/2017 Owner: T-C FORUM AT CARLSBAD LLC Work Class: Tenant Improvement Issue Date: 10/10/2017 Subdivision: CARLSBAD TCT#92-08 GREEN VALLEY Status: Closed -Finaled Expiration Date: 06/04/2018 Address: 1923 Calle Barcelona, 147 Carlsbad, CA 92009-8458 IVR Number: 5389 Scheduled Actual Inspection Status Primary Inspector Complete Date Start Date Inspection Type Inspection No. Reinspection 11/06/2017 11/06/2017 BLDG-81 039648-2017 Passed Tim Frazee Complete Underground Combo(11,12,21,31) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-21 Yes Underground-Underfloor Plumbing BLDG-84 Rough 039649-2017 Partial Pass Tim Frazee Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Underground OK, not finished top out yet No BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 11/07/2017 11/07/2017 BLDG-24 039759-2017 Passed Tim Frazee Complete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/14/2017 11/14/2017 BLDG-82 Drywall, 040274-2017 Passed Tim Frazee Complete Exterior Lath, Gas Test, Hot Mop Checklist Item COMMENTS Passed BLDG-1 7 Interior Lath-Drywall Yes 11/17/2017 11/17/2017 BLDG-17 Interior 040793-2017 Passed Tim Frazee Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/05/2017 12/05/2017 BLDG-49 042268-2017 Passed Tim Frazee Complete Mechanical Final Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Final 042301-2017 Failed Tim Frazee Reinspection Complete Inspection December 08, 2017 Page 1 of 2 EsGil Corporation In iPartnersli.ip witfi. government for (}Jui{aing Safety DATE: 9/11/17 JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2017-0411 SET: II PROJECT ADDRESS: 1923 Calle Barcelona Suite 147 PROJECT NAME: Everything But Water -TI D APPLICANT ~URIS. D PLAN REVIEWER D FILE cg] 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 Corporation 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: cg] EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: 4,-(by: "ivf Email: Mail Telephone Fax In Person D REMARKS: By: Morteza Beheshti Enclosures: EsGil Corporation 0 GA D EJ D MB D PC 8/31 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In (}'artnersliip wit Ii (jovernment for (}Juiftfing Safety DATE: 8/14/17 JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2017-0411 SET: I PROJECT ADDRESS: 1923 Calle Barcelona Suite 147 PROJECT NAME: Everything But Water -TI q,..,APPLICANT ...0 JURIS. CJ PLAN REVIEWER CJ FILE 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. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation 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: D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Permit Resources/ Mary Ryan Telephone#: 949-582-3735 ))ate contacted: 0/ ( 4-(by:~ Email: mary@permitresources.com ~ail ~gleph~ Fax In Person D ~~'f\"-,, REMAR : By: Doug Moody EsGil Corporation D GA D EJ D MB D PC Enclosures: 8/3/17 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad CBC2017-0411 's/14/17 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: CBC2017-0411 OCCUPANCY: M TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8/1/17 DATE INITIAL PLAN REVIEW COMPLETED: 8/ 14/ 17 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Retail ACTUAL AREA: 1011 sf STORIES: 2 HEIGHT: OCCUPANT LOAD: 18 DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/3/17 PLAN REVIEWER: Doug Moody 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 Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. 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 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. Per Sec. 105.4 of the 2015 International 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 CBC2017-0411 8/14/17 Please niake all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. 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. 2. Bring two corrected sets 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. 1. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support and lateral bracing of the new 785# roof mounted HVAC equipment. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 3. Please provide the required L Tl -02 forms showing the mandatory lighting control measures. 4. Please provide the compete L Tl -05 forms and correct the L Tl-01 part 5 of 6 forms to show the correct installed wattage. 5. Hot water supplied to a public use lavatory is limited to a maximum temperature potential of 120 degrees by a device that conforms to ASSE 1070 or CSA B125.3; please provide the manufacturer's listing showing compliance. Detail how this temperature limitation is achieved. The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. Advisory Note : When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: • The area of specific alteration, repair or addition must comply as "new" construction. City of Carlsbad CBC201 7-0411 8/14/17 • A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. • The path of travel shall include the existing parking. • Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. • Please address the following comments that are the result of the alterations. 6. Show that at least one water closet fixture shall provide the following, per Section 118-604: a) One side of the water closet shall provide 17" -18" from the centerline of the water closet to the adjacent wall. 7. Sales and service counters shall have a portion of the counter which is at least 36" in length with a maximum height of 34 inches. Section 118-904.4.1. 8. Please revise the plans to show ?::1 fitting room or dressing room for the customers shall be provided as follows: i) The room dimension shall be ~60" in width and length and no door shall encroach into the required space. ii) Show a 24" x 48" bench: a) Fixed along the wall at the 48" dimension. b) Mounted ~17" but :::;19"_ c) A clear floor space complying with 118-305 provided positioned at the end of the bench and parallel to the short axis of the bench. To speed up the review process, 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. 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: Yes D No D The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any City of Carlsbad CBC201 7-0411 8/14/17 questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. ~ity of Carlsbad CBC201 7-0411 8/14/17 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2017-0411 PREPARED BY: Doug Moody DATE: 8/14/17 BUILDING ADDRESS: 1923 Calle Barcelona Suite 147 BUILDING OCCUPANCY: M BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Tl 1011 46.51 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance ---·~-·~--·-~--3 Bldg. Permit Fee by Ordinance -.: ~---~-~~-----~· Plan Check Fee by Ordinanc~e ~-•~I Type of Review: Q Complete Review D Repetitive Fee -· , ,.. J Repeats Comments: D Other D Hourly EsGil Fee Reg. VALUE Mod. D Structural Only 1----IHr@• ($) 47,022 47,022 $393.691 $255.901 $224.401 Sheet 1 of 1 macvalue.doc + P.JF PAULJ.FORD & COMPANY & REV. 08 f 2. '+/ ~,, I SSIJt DA'T':- Columbus 250 E Broad St, Suite 600 Columbus, OH 43215 Phone 614.221 .6679 Founded in 1965 The Forum Carlsbad Everything But Water Carlsbad, CA PJF Comm. Number A98117-0003 August 22, 2017 RECEIVED AUG 3 0 2017 CITY OF CARLSBAD BUJLDING DIVISION ,F) Orlando ~ 1801 Lee Rd, Suite 230 Winter Park, FL 32789 Phone 407.898.9039 www.PaulJFord~ .21)' '1 :-n•Ltf 1 P.JF PAUL J. FORD &COMPANY -, www.pjfweb.com Page Of ____ _ By PR.c Date f>B 1~ 'I-! '2AJ\] • I Project J"E, ~'JM (&Q.L<;BA.D -t ew Client _____ Comm.No.Aq~!ll-oooJ ---L... -+--T-------~-~ i . ·-·· -J - I -,. -·-' ...J I I I -T t r----___ ... - I --~ --· ------_L ~ .. ___ -- --i - I . . r - -- I I + -----.----------....---.---1---_..,_I -- 1 I --· ·-----+------1--:..--______:.._ --,_ --.. -------1-----1--;.__l______:..i - I I --+ 4-- ' I ' --'-----4--L---l----- + -... ------'''--I-__;____:_-+---- --t---___ ,_ I I ./foa-·.----:--'t--i--l __c.., -+---:----+-_;__' --+-_.'._' ---+-----1---.'....__~1-!-_!.__ '~(i. l ' ---+--l •.. t - ' I -~ --~----!-----+-..:____;_ - --~-T"' ---+-+ I J._ .. + ------+------+--+ ------------+----- 1 : I -._... -+----+--_,____...__ --!---1' -"1" '--I I I I I I I ---! _ --'. l -I ~+--f-1-_1 --I~ -, f-f l -! _ ! I I I 1 - I I I + - i I I - .. I -. - I I I l -l-. + • I I ·1 I I l L +- .. I - • I -l t -1 --~ ; ~ -~ +-; I -. ---__ I l I I -1 ·1 r ~ --· 1- I '. --, ~ jf [ , . _:_ ~ _._, ----~ .j I I l -~. -~ ---~-Ll~+I I I • I : -I -1· --_' !I, ~ --+ !I -l -I --·-· --------: __ [ _ _J_ . i --'-· ----~--C---------'-----'--'-1 __!l~__,__~1----'--___J__~'-__L_~'-_____!___' ROOF FRAMING NOTES: 1. CONTROLLING BUILDING CODE: 2016 CALIFORNIA BUILDING CODE (2015 IBC) w/ LOCAL AMENDMEN TS PER CITY OF CARLSBAD, CA SEISMIC DESIGN CATEGORY: D S05 = 0.77 S01 = 0.44 DESIGN ROOF LIVE LOAD = 20 PSF NOMINAL DESIGN HIND SPEED = 85 MP!-j (3-SEC GUST) ULTIMATE DESIGN HIND SPEED = 110 MPl-1 HIND EXPOSURE CATEGORY: B (PER CITY OF CARLSBAD, CA) 2. EXISTI NG ROOF CONSTRUCTION: PLYHOOD DECK ON HOOD I-JOISTS AND GLULAM BEAMS . 3. l>:<I INDICATES ROOF OPENING. DETERMINE EXACT SIZE AND LOCATION FROM MEC!-jANICAL DRAHINGS 4. IT IS T!-jE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE Tl-1E SAFETY OF Tl-1E BUILDING AND ITS COMPONENT PARTS DURING ERECTION. T!-jlS INCLUDES, BUT IS NOT LIMITED TO, T!-jE ADDITION OF H!-jATEVER TEMPORARY BRACING, GUYS OR TIE -DOHNS T!-jAT MAY BE NECESSARY. sue~ MATERIAL S!-jALL BE REMOVED AND S~ALL REMAIN T~E PROPERTY OF T!-jE CONTRACTOR AFTER COMPLETION OF T!-jE PROJECT. 5. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRiCATION. MEC~. UNIT DIM ENSIONS S~ALL BE COORDINATED HIT!-j APPROVED MECl-1. UNIT MANUFACTUR ER DRAHINGS. 6. SUPPORT FRAMING Sl-10HN IS FOR Tl-1E MECl-1. UNIT SPECIFIED ON MEC!-jANICAL DRAH INGS. IF DIFFERENT UNI T IS TO BE USED, CONTACT STRUCTURAL ENGINEER BEFORE PROCEEDING. 7. IF EXISTING STRUCTUR E IS DIFFERENT Tl-1AN Sl-10HN, CONTACT STRUCTURAL ENGINEER BEFORE PROCEEDING HIT!-j ANY HORK IN T!-jAT AREA. PA€.~ 3 GL\11.At'\8~) 6l~ ~ ~\\t(/1_: t~ fik)Sr\!At ~\~(1., ~,/\vc.i\)QAL .B-vl(J)\~ DRWG-i !:)(lST' 6,. Gl\) L,\11\ ~ I G-1/lVP.. o,J ~ID ® J IS D~l,Nlrf) T0 .li_JffQ/(lj' fQv1~MM u:iAf) of j ~00 l,BS " ( NfMJ I ,~o lAl M~H WT • ·,1 G-\'..U~ ~ G:Jl~D/fl ok ./ . ~-ll'l,1 ::,. 1!1-11' 1 1 1 1 1 ' oosro 11.aJS' ssi """ 1-.JOtST J -~ --------------------------------------~S __ -----------ex,sro11.aJS'ssi,2r1x 1--"'ST : ·3 -00---------------------·3 .... /:-_ _________ --------------------~ ~ r . --00--, " NE>< ROOFT<lP '-"IT ct I a\ oo MAX WT • 1,IOO LBS, ,_ I { llt:UJOOI(; EXIST1NO CURB :'::: J I ;;ii ANO ~EH aJR& AOAPTER•:A • OO I .,. SEE MECM C)l.olGS FOR I ~ OO \...IWIJF..CTURER I .-OOEL a I § ~ 00 I ~u i r-I -'I.----< 10 OO '• i I X ]X i / ~-:=-~:~:LTU OO i --'-----~--'j.-~r----___!j.!.i ,~-v BIS-20! MCLO DOHN 0£TAJL. 00 i _oo ____ ~=i ____ _ij!:~~,~: _______ ~oo ___ ____L: I 111 I oo ex,sr, ... MECM '-"IT /: : : .+.J-------=1:""""° ~---I oo : r EXl5TINCi OEMISING I 00 HAU. SELOH, TYP. I ·oo ________________ ?: ________ :::·-----------------:--::-·:·:::·::·:j 00 I I ex,sro 11.aJS' ssi ,,,,. '·-"'ST : @MECl-l SUPPORT FRAMING PLAN " -20 ..... 3/0'•1'-<l' .S: S: 1 } '2t'I\ x I -1\, ~ l.MJ) C)\W.: N'i,\,J I 1 lo~ \&.L ~ WT. --Y 1,;__ WT, b\Jif.~\I' s;u~ at.I 0\1~ 4'.ll!t!IM f§J(\/6 M 1 ~vtiv'& l(L WI, 1o ~ svr.p~ Br 4-0(\S~ S~I 1-J\tSV>~ \/-i__~)\o~ l~S 1.vTJ{,~ ~ 13 i lBS, wt/ f ~ J 11£ff J , 1-:1\ 1sii__ ~nvw' 5~ u,,, NCr}J) w T, o N '1\0 ~ :t -T ~tJT ~:;-S SI j '2.M X I <J11 ts-r S ok f,y' IN Sf £<:.;Tt~ / --.._.. CHECK SEISMIC OVERTURNING SUPPORT OF ROOFTOP MECHANICAL UNIT(S} Controlling Building Code: 2..ti \ C:. C.A,L\fo .R.N IA &v1ll)ltJ6-Co/£. W /Joe L r-<.o Is ::t89 (!ft.. crrY of afi.UW>J t~ Determine Lateral Seismic Load: Sos = 0.113 {See Page _.:l_) 0.4 ap Sos Wp ----------""7 where: ap = 2.5, Sos = 0,113, Rp = 6.0, Fp = [ 1 + 2 {z/h) ] Ip = 1.0, {z/h) ~ 1.0 for mech unit{s) { Rp I Ip) located on roof o.4(2.sH o:rt3) wp Fp = [ 1 + 2 (1.0) ] ( 6.0 I 1.0) Fp = 0.'3~7wP ----7 Also check Fp range limits: Fp :5 Fp(max) = 1.6 Sos Ip WP = 1.6( 0,1,3 )(1.0) WP= j. i~7 Wp {OK) V Fp 2! FptmrnJ = 0.3SoslpWp = 0.3(0.T73)(1.0)Wp=0.1.3'l Wp (0 1:::_)V • ·., use Fp = 0.'381 WP (factored) Convert factored Fp seismic value Into working stress Fp seismic value: Fp = (0.70) 0,3 8] WP = O. Q.11 WP (working stress) Seismic value at each rooftop mech unit(_ different mech unit weights): ~ Q 0 Case 1}. Wp1 = V 00 lbs. ---7 : ., Fp1 = 0. 271 ( tl \ 00 ) lbs. =_ c.._ 10_ lbs. (working stress) of = lbs. ---·""7 ••• , Fp2 = ' Case3) Wp3 = __ lbs. Case 4) Wp4 = lbs. A Mech unit weight 0.6WJ2 Wp/2 -/+ + .:..:M.:..::e~ch:..:....s:::.::e:.:,,is::.:.m!!.'ic::..!lo::c.:a::.o:d,.._ _____ __,_Fv11_{.=B/....,C::.i..l ____ __,_Fl!..(B/C) Combined total =0.6Wp/2 -Fp(B/C) = Wp/2 + Fp(B/C} wt./ load (max. uplift) (max. down) or [ 0.6Wp/2 -Fp(B/C)] I 2 {max. uplift each corner) or [ Wp/2 + Fp (B/C)] I 2 (max. down each corner) . I D esign Maps Summary Report https://earthquake.usgs.gov/cn2/designmaps/us/summary.php?templ. .. 1 of 1 ~USGS Design Maps Summary Report 2-01 b CAU~,4 B.Ultllltd W.e w/ (})~l, /<M~{'/IOJ-rs Lb),s l8c' _,) User-Specified Input Report Title A98117-0003 The Forum Carlsbad-EBW Fri August 18, 2017 13 :07: 18 I.JfC P~ 01-ry of (AR.LS8AP J (A J Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.07123°N, 117.26578°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III USGS-Providecl. Output Ss = 1.090 g S1 = 0.420 g Solima Su ch~ SMs = 1.160 g SM1 = 0.664 g Gos = ~ .--YALU( 501 = 0.443 g FAG-E.. S For information on how the SS and 51 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. c..w l.::J) o.~ ,_;,e ,1-:-:::'.: Y,:.?,j Q.~ ,;ul' C..!b ~ a•i (J (LOO "' ~ (1.£,! <l O.~J <,,, 1l'-!' a.~ '1.~ 11::4 ~=.t 0. !( Q,)O 4-->---+--1--+----l--+---l--+----1----< C..:?"'..! =1.}.: C..:0 i:lt.'".: ~!X~ :..,:~:. l.:O i.¥.J ',W t :r..~ .Z.'X' •:i.tJJ O,,_-:i 11 :..0 0.!-0 ,,ts:, lf..rJ \.:.V.,1 't;(Q' • ~:~.i 1.&J .:..ex;: P~"•6~ r (1i~::) 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. 8/18/2017 9:08 AM Case 1) Wpl = t, \C)O lbs., Fpl = 2-tts lbs., A1 = 38 11, 81 = 4-1 11, C1 = Lf--?_ II . 0.6WpJ2 -Fp1(B1/C1) (), Co ~~\OO LB~Y2. -(~ 8 I.M.~l~~") Uplift each corner = = ___ ..... _____ .....;_..;,_~ .. J 2 2 IMS\ C-~\f\ctiJl" Uplift each corner = :J1L 1bs. ( V?L\Fi value) 1tJs1Gif1c:A!oll uplift due to seismic loading (OK) V ___ lbs., Fp2 = ___ lbs., A2 = __ 11, 0.6Wpi/2 -Fp2(BJC2) ·ft each corner -------------------------------------------------------- 2 ch corner = + __ lbs. (positive value) ift due to seismic loading (OK) V Case 3) Wp3 = _ _,,,,__lbs., Fp3 = __ _ 0.6Wp4 Uplift each corner = --------------------------------------------------------------------- Uplift each corner = + . · ., no uplift due to ,sei 2 II Case 5) Wps = __ _ ., As= __ 11, Bs = __ 11, Cs= __ 11 2 \ ------------------~-;----------------------- orner = + __ lbs. (positive ift due to seismic loading (OK) V 1'-r\r' .• , for all cases, \t-l~ uplift due to seismic loading (OK) V CHECK SLIDING OF ROOFTOP MECHANICAL UNIT(S) DUE TO SEISMIC LOADING : From all _l_ cases, max. sliding force = max Fp = Fpj__ = 1J..B_ lbs. (Case j_) • Use hold-down clip "A" at (3) locations each side of each mech unit -(12) clips I unit (See Detail~ Page~). • Use hold-down clip "S" at (3) locations each side of each mech unit -(12) clips I unit (See Detail ~ Page ..&...J. • Use 3/8" dia. x 2 Yz'' long lag bolts (provide min. 1 Yz" embed.) @ 12" o.c. all around perimeter for roof curb connection to roof (See Detail ~ Page ..l_) . • · ., connections of existing roof curb-to-roof, new curb adapter-to-existing roof curb, and rooftop mechanical unit-to-new curb adapter are each ok by inspection for adequate resistance to sliding forces due to seismic loading (OK) t/ (3)-1112 WOOD SCREWS ----...... 'HOLD-DOWN' CLIP 'A'- CONT 2X4 WOOD BLOCKING (BY CURB ADAPTER SUPPLIER)------~ '5' CLIPS BY CURB ADAPTER MANUFACTURER (3 PER SIDE). SEE MANUFACTURER'S DWG FOR ATTACHMENT. ______ _,,. EXISTING WOOD SUPPORT FRAMING (n\ RTU 2" r-14 GA GALV PLATE 1112 SCREW, TYP NEW CURB ADAPTER ~OLD-DOHN CLIP 11A 11 (BY CURBS PLUS, INC) NOTE: CONTRACTOR SHALL VERIFY 'HOLD-DOWN" CLIP DIMENSIONS ARE COMPATIBLE HITH SIZE OF RTU SPECIFIED. MINIMUM CONNECTION REQUIRED: 3/5"~ LAG BOLT @ 12" O.C. ALL AROUND (PROVIDE MIN. I 112' EMBED INTO EXIST WOOD FRAMING.) NOTE: PROVIDE ADDITIONAL FASTENERS TO EXISTING CONNECTIONS AS REQUIRED TO ACHIEVE EQUIVALENT OVERALL CONNECTION STRENGTH. '5' CLIPS BY CURB ADAPTER MANUFACTURER (3)-LOCATIONS EACH SIDE EXIST'G ROOF 'HOLD-DOWN' CLIP 'A' AT (3)-LOCATIONS EACH SIDE NEW CURB ADAPTER, SEE MANUFACTURER'S DWG FOR ATTACHMENT TO EXISTING CURB ATTAC~MENT TO CURB ADAPTER ROOFTOP ~VAC UNITS (o\ ~ ~ r Oo