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Home My WebLink About1915 CALLE BARCELONA; 134; CB140818; Permit02-06-2015 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: Building inspection Request Line (760) 602-2725 CB140818 Job Address; Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1915 CALLE BARCELONA CBADSt: 134 Tl Sub Type: COMM 2550120400 Lot#: 0 $222,386.00 Construction Type: 5B Reference # J. CREW: 5,991 SF RETAIL TO RETAIL Status: ISSUED Applied: 04/10/2014 Entered By: JMA Plan Approved: 07/07/2014 Issued: 07/07/2014 Inspect Area PY Plan Check #: Applicant: LYN DAVIES 75 60TH ST SW GRAND RAPIDS Ml 616-493-9350 49548-5771 Owner: T-C FORUM AT CARLSBAD LLC C/O TIAA-CREF 4675 MACARTHUR CT #1100 NEWPORT BEACH CA 92660 Building Permit $1,177.78 Meter Size Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $824.45 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $46.70 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $96.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $50.80 Other Building Fee $0.00 MECHANICAL TOTAL $63.46 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $8.00 HMP Fee ?? Fire Expedidted Plan Review $385.00 Green Bldg Standards Plan Chk ?? Fire Expedidted Plan Review TOTAL PERMIT FEES $2,652.19 Totai Fees: $2,652.19 Total Payments To Date: $2,652.19 Balance Due: $0.00 Inspector: FINAL A Date: VAL^ Clearance: NOTICE: Please take NOTlCStnat approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this pemnit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Govemment Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad IVIunicipal 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 vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE; •PLANNING •ENGINEERING •BUILDING •FIRE •HEALTH •HAZMAT/APCD ^ CITY OF LSBAD Building Permit Appiication 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax:760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No. (0^\- E I 8^ Est. Value # ^'Z Jjp^ Plan Ck. Deposit Date SWPPP JOBADDRESS A i , 17 , SUITE«/SPACE*/UNIT* APN - CT/PROJECT # LOT n PHASE # » OF UNITS # BEDROOMS * BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) . EXISTINQUSE PROPOSEO USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIRCONDITIONING FlRESPRINKLERS YESQ* N0|^ YES^NOQ YES^^NO| | APPLICANT NAIVIE J I , yl ^ primary Contact ZLYX' UrVJi^-^ PROPERTV OWNER NAME —- / > ^ // , ADDRESS _ , 1 , ; \ ADDRESS, , ^ , >5, CITY STATE y . , ZIP , COSO/yi/AJG -^1 "J^^^P) cm . , , , , STATE , ZIP ^ ^ PHONE FAX PHONE ' ^ 7^2e6 5 3^/ FAX l^lmJ&f/^ <-i^^ioA i>^ri^if'p, C04A. EMAIL ' J J yr .jr. DESICN PROFESSIONAL .-T-/ /7. / i^, . /i— CONTRAODR BUS. NAME^ ^ / t> / <-r- ADDRESS _ j . _ _ ADDRESS ' ^ ' . ' ^ y , 1 y OTY y) , , , STATE , ZIP ClIT , , STATE . ZIP - PHONE /_ FAX • 1 EMAIL , , . (£tX <^ ^OL I\ ,C^Qin STATE LIC. # STATE LIC.# , 7 ^Oi^ CLASS CITY BUS.J.IC# ^ 3 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and (Professions Code) or tnat he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). WORKERS' COIVIPENSATION tojkers'Compensation DaianXw. I hereby ^irm under penalty of perjury one of fhe follomng declarations: GC t*-' / / / p fO V t'o^-^ Ai have and will maintain a certificate of consent to seif-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the woh( for which this pemiit is issued. _| I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the perfomiance of the work for which this pemiit is issued. My worters' compensation insurance carrier and policy number are: Insurance Co. Expiration Date 7-1- K inSred This section need not be completed if the permit is for one hunSred dollars ($100) or less. p- L/«- P~| 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 Worters' Compensation Laws of Califomia. WARNING: Failure to secure workers'coingsnsation 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, damagestefof^M^ for in Section379fi.sf4Te Labor code, interest and attomey's fees. ygS" CONTRACTOR SIGNATURE '^^'l^^^ •AGENT DATE 7 /" ' ( O W N E R - B U I L D E R DECLARATION / ftereiiy affirm fta( / am exempt from Contractor's Ucense Law for the following reason: I I I, as owner of the property or my employees with wages as their sole compensation, will do the worw,gnd ttirf structOfe is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not appiy to an owner of property who builds or improves thereon, and who does sucR wort 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). I, 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 contractor(s) licensed pursuant to the Contractor's License Law). I I am exempt under Section Business and Professions Code for this reason: — I3o •Yes 1.1 personally plan to provide the major labor and materials for constnjction of the proposed property improvemenl 2.1 (have / have not) signed an application for a building pennit for the proposed wort. 3.1 have contracted with the following person (firm) to provide the proposed constmction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the wort, but I have hired the following person to coordinate, supervise and provide the major wort (include name / address / phone / contractors' license number): 5.1 will provide some of the wort, but I have contracted (hired) the foltowing persons to provide the wort indicated (include name / address / phone / type of wort): /eTPROPERTY OWNER SIGNATURE QAGENT DATE 3 tsEI mm. Is the applicant or future building xcupant required to submit a business plappgeutely hazardous materials registration form or risk management and prevention program under Sections 25505,26533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes Is the applicant or future building occupant required to obtain a pemiit fronrhhe air pollution control district or air quaByjiian^ement districf? 'Yep No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes ' ' IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNI^ESSTHE 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^rZorEtrBcfitn lending agency for the perfomnance of the work this pennit is issued (Sec. 3097 (i) Civil Code). Lender's Name ( ^/ (\ J Lenders Address Mi I certily ttiat 1 have tead the application and state ttiat the above infomiaton Is conect and thatthe infbnnatian on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building constmction. I hereby authorize representative of the City of Carisbad to enter upon the above mentioned propeity fbr inspectkm purposes. I ALSO AGREE TO SAVE, INDEMI>JIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA pemiit is required for excavattons over 5'0' deep and demolitbn or construction of structures over 3 stories h heighl EXPIRATION: Every permit issued by the Building Oflicial under the provisions of this Code shall expire by limitatton and become null and void if the buikling or wori< authorized by such pennit is not commenced within 180 days fom the date of such pemiit or if the buikling or wotk authorized by such pemiit B suspended or abandoned at any time after the wort is commenced for a period of 180 days (Sectton 106.4.4 Uniforin Building Code). ^APPLICANT'SSIGNATURE^/^f^ £)^^,/^ 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. Fax (760) 602-8560, Email builclinq(5).carlsbadca.aov or IMall the completed fonn to City of Carlsbad, Buiiding Division 1635 Faraday Avenue, Carlsbad, Califomia 92008. C0#: (Office Use Only) CONTACT NAME OCCUPANT NAIVIE -J Crct^ ADDRESS BUILDING ADDRESS , • CITY STATE CITY, STATE ZIP thLO<r Mound IK 1^o ^f^> ZIP Carlsbad CA PHONE EMAIL Dvnonnue^ OCCUPANT'S BUS. LIC. No, DELIVERY OPnONS PICK UP: CONTACT (Listed above) OCCUPANT (Usted above) CONTRACTOR (On Pg. 1) IVlAlLTO:/ CONTACT (Listed above) CONTRACTOR (On Pg. 1) ^ IVIAIL / FAX TO OTHER: mjl. OCCUPANT/ (Listed above) ASSOCIATED CB#- NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION .iS'APPLICANT'S SIGNATURE DATE Inspection List Permit*: CB140818 Type: Tl COMM J. CREW: 5,991 SF RETAIL TO RETAIL Date Inspection Item Inspector Act Comments 09/16/2014 89 Final Combo PY AP 09/08/2014 19 Final Structural PY NR 08/27/2014 17 Interior Lath/Drywall PY PA 08/21/2014 14 Frame/Steel/Bolting/Weldin PY AP 08/08/2014 17 Interior Lath/Drywall MC AP 08/06/2014 85 T-Bar MC AP 08/04/2014 14 Frame/Steel/Bolting/Weldin MC PA 08/04/2014 85 T-Bar MC NR 07/25/2014 17 Interior Lath/Drywall MC PA 07/18/2014 14 Frame/Steel/BoltingAWeldin PY AP 07/18/2014 24 Rough/Topout PY AP 07/18/2014 34 Rough Electric PY AP 07/15/2014 21 Underground/Under Floor PY AP HARD LID, SALES, DRESSING ROOMS, RESTROOMS HVAC CURB FRAME SEEE CARD Friday, February 06, 2015 Page 1 of 1 m INSPECTION RECORD CARLSBAD Building DluHlon 'od INSPECTION RECOnO CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB 'c£ CALL BEFORE S;30Dm FOR NEXT WORK DAY INSPECTTON iZ FOR BUILDING INSPECTION CALL: 760-602>2725 OR GO TOi ;ttttC»-Ca!JibA^-S9v.'Rulldrn<j Arjt3 CLICK ON "Request Inspection" DATE: •yHJlU CB140S18 1915 CALLE BARCELONA J CREW 5991 SF RETAIL TO Tl COMM Lets JJCNQ&Vl. COPY m IF • YES" !S CHECKED BELOW THAT DIVISION'S APPROVAL IS REQUIRED PSJOR. TO REQUESTING A FlNAL BuiLDING iNSPECftON IF- YOU HAVe ANY QUESXiONS PLEASE CALL THE APPUCABLE DIVISIONS AT THE PHONE NUMBERS PROVtDFO BELOW AiTfR ALL REQUIRED APPROVALS ARE SX3NED OFF- FAX TO 760-602-8S60. EMAIL TO BLpelNSPeCT10NS@C ARL?;B A Df-A GO •/ OR BRiMG fN A COPY OF THIS CARD TO: 1635 FARADAY AVE.. CARLSBAD. CA 92008^ BUILDINC. INSPECTORS ctm ac REACHED AT 760-602-2700 BETWEEN 7:30 AM - 8:00 AM THE OAY OF YOUR INSPECTION. NOV 7- YES 2: Required PrJor to Requesting Building Final If Checked VES Planning/landscape 760-944^463 Allow 48 hO(jr$ CM&l {Engineering Injpcctlonsj 76(>438-389t Call before 2 pm Fire Prevcmlon 760-602-4660 Allow 48 hours Onto Inspector Notes Type of Inspection^ #11 FOUNDATION CODE « BUILDING Date «12 liEINFORCEDSTEa #66 IMASONRyPREeROUT • GROUT • WALL DRAINS #10 TlLTPANaS #11 POURSTRII»S #11 COLUMN FOOTINSS #14 SUBfiiAME • FLOOR Q CEIUNG #1S ROOFSHEATHINQ #13 EXT. SHEAR PANELS #16 INSUUTiOK #18 EXTERIOR LATH Inxpector T^pe of iwi^iiiiglli #31 • ELECTRIC jhDcRGRaUSD !': UFER Oate #34 ROUGH ELECTRIC #33 C ELECTRIC SERVICE DTEIWPORARy #38 PHOTOVOLTAIC •39 FINAL cooe # MECHANICAL #41 UNOERCROUND DUCTS & PIPING #44 :. DUCT & PLENUt^ . . REF. PIPihQ #43 HEATW^iRCONO. SYSTEMS #49 FINAL Coas . COMBO INSPECTION #81 UNDERGROUND (U.12.21,31) Inspector #17 JNTCRIORUlH&ORmAU. #82 DRYWALLEXTIATH GASTESil7.1«.23) #51 POOLEXOVSJEEL/BONO/FEHCE #83 ROOF SHEATINO, ECT SHEAR 113.15i #55 PREPIASTER/FIMAL #84 FRAIVIE ROUGH COMBO 114,24,34.441 #19 mnm. </|%t--<u'^-¥> '^<\'^5 CODE « PLUMBING #32 •SBfflft&8i/C0 O Pt/CO #85 T-Bar (14.24,34,44) Date #21 UNDERGROUND DWASTE DWTR •inspector #89 FlNALOCCUPANCY(19,29.39.49) Inipector #24 TOPOUT OWASTE DWTR ySUNDERCROUND VISUAL #27 TUB 81 SHOWER PAN A/S UHDERCROUSDHYPRO #23 DGASTEST OQASPIPINO A/S UNDERGROUND RUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WAflER #29 FiNAL CDOH« STORMWATER #600 PRE-CONSTRUCTION MEBING A/S OVERHEAD HYDROSTATiC #603 FOLLOW UP INSPECTION #605 NOTICE TO CLEAN #60? WRITItN WARMWe A/S FINAL F/AROUGH-iH ^/AFINAL Ji2r> :5,.-, FIXED EXTINGUISHING SI .YsrahRo ROUOH-IN FIXED EXTING SYSTEM HYDROSTATIC TEST FIXED EXnNGUISHme SYSTEM FINAL mm NOflCiorttoLATioN MEDICAL GA5 PRESSURETEST #610 VERBAL WARKWG MEDICAL GAS FINAL SfcE BACK. 'C V SPECIAL NOTES EsGil Corporation In (partners Hip •witfi Qovemment for (BuiCding Safety DATE: 6/12/14 • APPLICANT • JURIS. JURISDICTION: Carlsbad • PLANREVIEWER • FILE PLANCHECKNO.: CB14-818 SET: III PROJECT ADDRESS: 1923 Calle Barcelona Space 134 PROJECT NAME: J Crew TI ^ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • MB • PC 6/5/14 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnersfiip •witfi government for (BuiCifing Safety DATE: 05/22/2014 • APPLICANT •^RIS. JURISDICTION: Carlsbad PLANREVIEWER • FILE PLANCHECKNO.: CB14-818 SET: II PROJECT ADDRESS: 1923-Calle Barcelona Space 134 PROJECT NAME: J Crew TI I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I 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. I I 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. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Lyn Davies Telephone #: 616-493-9350 Date contacted2^ (by:Email: lvnd(5).precisionpermits.com Fax #: Mail Telephone Fax In Person • REMARKS: By: John Le Vey by DM Enclosures: EsGil Corporation • GA • EJ • MB • PC 05/16/2014 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CB 14-818 05/22/2014 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: 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 one 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 Tiiese corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. Please clearly note on the cover sheet of the plans all alterations to the building exterior storefront shall be under separate permit that will be obtained by the landlord prior to any alterations to the building or remove all reference to any alterations to the storefront from the plans, sections and details. The response sheet indicates the addition of a platform above the office. Please indicate the use of the platform? If to be used for storage please provide complete plans and calculations to show the platform adequate to support 125PSF live load both vertically and laterally. 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 brieflv describe them and where they are located in the plans. Have changes been made to the pians not resulting from this correction list? Please indicate: • Yes • No 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 questions regarding these plan review items, please contact John Le Vey by DM at Esgil Corporation. Thank you. EsGil Corporation In (Partnersfiip witfi government for (BuiCifing Safety DATE: 04/22/2014 • APPLICANT •<)URIS. JURISDICTION: Carlsbad "^Q PLANREVIEWER • FILE PLANCHECKNO.: CB14-818 SET: I PROJECT ADDRESS: T923<palle Barcelona Space 134 PROJECT NAME: J Crew TI I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I 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. I I 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. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: r~| 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: Lyn Davies Telephone #: 616-493-9350 Date cont^n^^jHo "y (by:^^i)^ Email: lynd(gpercisionpermits.com Fax ^Zf^MaiKyTelephone Fax In Person • REMARKS: By: John Le Vey Enclosures: EsGil Corporation • GA • EJ • MB • PC 04/14/2014 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 barlsbad CBI4-818 04/22/2014 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLANCHECKNO.: CB14-818 JURISDICTION: Carlsbad OCCUPANCY: M USE: Retail TYPE OF CONSTRUCTION: VN ACTUAL AREA: 5,991 ALLOWABLE FLOOR AREA: STORIES: unknown HEIGHT: unknown SPRINKLERS?: yes OCCUPANT LOAD: 185 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 04/10/2014 DATE PLANS RECEIVED BY ESGIL CORPORATION: 04/14/2014 DATE INITIAL PLAN REVIEW COMPLETED: 04/22/2014 PLAN REVIEWER: John Le Vey 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 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 2013 CBC, which adopts the 2012 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 2012 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 vou submit the revised plans. Carlsbad CB14-818 04/22/2014 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: 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 one 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 1. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the 27001b and the 8001b rooftop air handler units. 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 provide plans and calculations signed by the California State licensed engineer or architect for the structural and lateral support of the shelving. 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. 3. Provide a section view of the new suspended ceiling. Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICC approved". b) Method of attaching top to the structure and lateral bracing. c) Wall sheathing material and details of attachment (size and spacing of fasteners). 4. Please clarify the plans to show the exhaust ventilation in accordance with Table 4-4 per Section 403.7 ofthe UMC for the restrooms 5. Please revise the plans to show the required emergency egress lighting per section 1006.3 of the CBC to have battery backup, minimum of 90 minute. 6. Please have the document author and the principle designer of the LTG-1 C form sign the imprinted document. 7. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). Carlsbad CB 14-818 04/22/2014 8. Please complete the LTG-1-C part 3 of 4 mandatory automatic controls portion of the LTG-1-C forms. 9. Please have the principle designer complete the Statement of Compliance System Acceptance section of the LTG-1-C part 4 of 4 documents. 10. Please provide a GFCI receptacle for the roof top HVAC units within 25 foot of the units. 11. Provide gas line plans and calculations, showing pipe lengths and gas demands. 12. Please provide the correct aggregate amount of area for the venting system for the plumbing system. You show 6.28 sq in. the required is 7.06 sq in. Advisory Note: When alterations, structural repairs or additions are made to an existing building, that building, or portion ofthe 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. • A primary entrance to the building and the primarv 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 feature. 13. Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide detailed plans ofthe path of travel, indicate slope and width, any pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking stall details etc. 14. It is obvious from the plans the restrooms servicing the tenant improvement is not disabled accessible, please provide a minimum width of 7 foot 4 inches on the plumbing wall. 15. Show that the water closet is located in a space which provides: a) A clear space at the water closet in compliance with Section 11 B-604.3.2 (this prohibits any fixtures from encroaching into the clear space at the rear wall). b) A clear space in front of the water closet measuring 60" wide by 48" in front. Section 11 B-604.3.1. See the following figures. Carlsbad CBI4-818 04/22/2014 i) Please notice that the 28" clearance required in the previous code (between the water closet and the lavatory) has been changed to a 60" clearance as shown in the figure. iO'MlN. CENTERLINE OF FIXTURE •17'-18" CENTERLINE OF FIXTURE 18" MIN. FLUSH ACTIVATOR ON WIDE SIDE 16. Counter 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 11 B-904.4.1. 16. Please correct the door swing for the accessible dressing room per section 11B- 803.3 17. Please indicate the type of hardware and reference on the door schedule (lever type) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011, and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to nonresidential additions of 1.000 sa. ft or larger or alterations (tenant improvements) with a value of $200,000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. Carlsbad CB14-818 04/22/2014 1. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. 2. Recycling. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. 3. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 4. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. 5. Outdoor air quality. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1 6. 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 ofthe construction. CGC 102.3. 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 brieflv 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 • No 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 questions regarding these plan review items, please contact John Le Vey at Esgil Corporation. Thank you. Carlsbad CB 14-818 04/22/2014 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLANCHECKNO.: CB14-818 PREPARED BY: John Le Vey DATE: 04/22/2014 BUILDING ADDRESS: 1923 Calle Barcelona Space 134 BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Tl 5991 37.12 222,386 Air Conditioning Fire Sprinklers TOTAL VALUE 222,386 Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance • Plan Check Fee by Ordinance Type of Review: ^^Repetitive Fee ^ Repeats E Complete Review • Other |—I Hourly EsGil Fee • Structural Only Nr. @* $1,177.78 $765.56 $659.56 Comments: 1 additional hour for Cal Green plan check Sheet 1 of 1 macvalue.doc + PLAN CHECK PLAN CHECK Community & Economic ^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 4/18/14 PROJECTNAME:!. Crew tenant improvement PROJECTID: PLAN CHECK NO:CB 14-818 SET#: I ADDRESS: 1915 Calle Barcelona APN: 255-012-04 VALUATION: $222,386 APPLICANTCONTACT:lynd@precisionpermits.com X Ths plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction & Inspection Division is required: Yes No X For status from a division not marked below, please call 760-602-2719 Ihis plan check review is NOTCOMPLETE Items missing or incorrect are listed on the attache d checklist. Please resubmit amended plans as required. LAND DEVELOPMENT ENG. 760-602-2750 V/ linda Ontiveros 760-602-2773 Linda.Ontiveros@carIsbadca.gov Remarks: CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carisbadca.eov DATE: 5/14/14 PROJECT NAIVIE: T.l. PROJECTID: PLAN CHECK NO: CB140818 SET#: ADDRESS: 1915 CALLE BARCELONA #134 APN: ^ This plan check review Is complete and has been APPROVED by the .PLANNING Division. By: A Final Inspection by the PLANNING Division is required DYes ^ No Vou may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions. Q This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: lynd@precisionpermits.com For questions or clarifications on the attached checl<list please contact the following reviewer as marl<ed: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Q Greg Ryan 760-602-4663 G regorv. R va n@carlsbadca.gov X Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.gov Linda Ontiveros 760-602-2773 Llnda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Plan Check No. CB140818 Address 1915 CALLE BARCELONA Date 5/14/14 Review # 1 Planner GINA RUIZ Phone (760) 602- 4675 Type of Project & Use: Li Net Project Density: DU/AC Zoning: P-C General Plan: R/O/RMH Facilities IVIanagement Zone: 23 CFD (in/out) # 1 Date of participation: 5/14/1996 Remaining net dev acres: (For non-residential development: Type of land use created by this permit: ) REVIEW #: 12 3 Legend: |E1 Item Complete • Item Incomplete - Needs your action • • Environmental Review Required: YES • NO |E1 TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Kl • • Discretionary Action Required; YES • NO Kl TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES; Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Q n Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES M NO • CA Coastal Commission Authority? YES Q NO El If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt); EXEMPT • • Habitat Management Plan Data Entry Completed? YES • NO Kl If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) n • Inclusionary Housing Fee required; YES • NO Kl (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • Housing Tracking Form (form P-20) completed; YES • NO • N/A K p-28 Page 2 of 3 07/11 Site Plan: K • • City Council Policy 44 - Neighborhood Architectural Design Guidelines K • • 1. Applicability; YES • NO K Kl • • 2. Project complies; YES • NOO • • • • ^ • • • K • Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required Required Required Required Required 2. Accessory structure setbacks: Front: Required Interior Side: Required Street Side: Required Rear: Required, Structure separation: Required 3. Lot Coverage: Required Shown Shown Shown Shown Shown Shown Shown Shown. Shown Shown Shown 4. Screening of Equipment: 0.0.1. Required YES Shown SECTION ADDED TO A- K • • • S • Spaces Required Shown 5. Parking: (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments #1. PER POLICY 80 6 (ATTACHED) ALL ROOF MOUNTED EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTIES AND STREETS. PLEASE ADD SECTIONS TO THE PLANS SHOWING HOW THE NEW ROOF MOUNTED EQUIPMENT SHOWN ON SHEET Ml.O WILL BE SCREENED. AN EXAMPLE OF A SECTION IS INCLUDED IN THE ATTACHED POLICY. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 5/14/14 GINA RUIZ DATE P-28 Page 3 of 3 07/11 ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL BUSLDING DEF 'Y' nify & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 05.22.2014 PROJECT NAME: J. CREW PLAN CHECK NO: 2 SET#: 1 ADDRESS: 1915 CALLE BARCELONA PROJECT ID: CB140818 APN: • This plan check review is complete and has been APPROVED by the FiRE Division. By: G. RYAN A Final Inspection by the FIRE Division is required Kl Yes • No This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: L DAVIES Vou may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the Issuance of a buildmg permit Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chrls.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 1 Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: See Attached Carlsbad Fire Department BUILDING DEPT. COPY Plan Review Requirements Category: Tl, COMM Date of Report: 05-22-2014 Reviewed by: Name: LYN DAVIES Address: 75 60TH ST SW GRAND RAPIDS Ml 49548-5771 Permit #: CB140818 Job Name: J. CREW: 5,991 SF RETAIL TO Job Address: 1915 CALLE BARCELONA CBAD St: 134 Please review carefully all comments attached Conditions: CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: w/ REQUIREMENTS THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT QR APPROVE THE VIOLATION OF ANY LAW. 1. At or priorto Final Fire and Building inspection an Emergency lighting facilities test shall be conducted by CFD personnel during pre-dawn or dusk hours when ambient light is at 0.00 Lux or 0.0 Foot-candle. This test shall be conducted to test the initial loss of power reading of illumination that is at least an average of 1 foot candle (11 lux) and a minimum of 0.1 foot-candle (1 lux) measured along the path of egress at the floor level. And tested after 60-minutes to 0.6 fc (6 lux). Failure to provide sufficient lighting in egress aisles, corridors, exit enclosures, exit passageways and stair enclosures is the AOR's responsibility. CFC Ch. 10, Sec. 1006. 2. Add (1) 2A:10BC Fire Extinguisher on sales floor adjacent to cash wrap. 3. Relocate fire extinguisher in corridor to corner between Stockroom and Exit Door. 4. Provide banner signage in rear exit corridor on all walls stating "NO STORAGE ALLOWED" The banner shall be no less than three (3) - inches in width with two (2) - inch lettering and shall contrast with the wall finish color. It is preferred that the banner background color is red with white lettering. The phrase No Storage Allowed shall be placed continuously along each wall with no more than twenty-four (24) - inch spacing between each phrase. 5. The shelf material for the rolling racks shall be wire mesh on all levels except the bottom shelf - no exceptions. 6. Provide banner signage in Stockroom on all walls stating "NO STORAGE ABQVE THIS LINE" The banner shall be no less than three (3) - inches in width with two (2) - inch lettering and shall contrast with the wall finish color. It is preferred that the banner background color is red with white lettering. The phrase No Storage Above This Line shall be placed one-hundred-thirty-two (132) - inches above finished floor, and continuous along each wall with no more than twenty-four (24) - inch spacing between each phrase. Entry: 05/22/2014 By: GR Action: AP BLDG. DEPT COPY P^ge i of3 CONDITIONAL RECOMMENDATION FOR APPROVAL CONDITION: ADD - ROLLING SHELVING ANALYSIS TO DEFERRED SUBMITTALS - TO A-0.0 Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 J. (760) 724-7001 Email: kltfire@sbcglobal.net Checked by: Darvl Kit James Date: Mav 12. 2014 APPLICANT: Lyn Davies PROJECT NAME: J Crew JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 1915 Calle Barcelona Ste 134 including, PROJECT DESCRIPTION: CB140818 5991 u Interior alteration of existing space mechanical, electrical & plumbing scopes. This plan was reviewed to verify conformance with the minimum requirements of 2013 California Codes adopted by the Carlsbad Fire Department. The Items below require correction, clarification or additional information before this plan check can be recommended for approval, for permit issuance. REQUIRED CORRECTIONS AO.O • Building Code Analysis Update Building Type to; 2013 CBC Table 601 (VB) Sprinklered Note occupancy classification of adjacent tenant spaces. •Occupant Load Factor Revise net sales area. See Square Footage Take-off Occupancy Calcs Provide the following list of Deferred Submittals Add list of deferred submittals •Fire Alarm System 2013 CFC 907 and 2013 NFPA 72. N/A • Fire Sprinkler System 2013 CFC 903 and 2013 NFPA 13. ADD: ROLUNG SHELVING ANALYSIS •Drawing Index Provide a sheet for an egress analysis. Include fixture layout and exit corridor. List 'E' sheets in accordance with sheet location in plan check set. •Fire Retardant Wood Note See A-1.1 comments •A-0.5 9E. See A-1.1 comments A-1.0 •Legend Provide a reference to 4/A-7.0 Partition Types • Provide the following notes: Page 2 of 3 1. Existing sprinkler system design provides adequate protection specific to this remodeled suite and contents and will be verified prior to permit issuance. 2. All demolition work shall be In accordance with CFC Chapter 33. 3. The demolition contractor shall contact Carlsbad Fire Department prior to taking existing fire sprinkler system out of service, if system will be out of service overnight. Relocation of fire sprinklers in existing space requires Carlsbad Fire Dept. approval. Rolling Shelving Fixtures - DEFERRED Provide a storage analysis of rolling fixture shelving. Analysis must include the following: 1. Description of storage commodity including specific type plastic and/ or rubber 2. NFPA 13 and 2013 California Fire Code commodity classifications. 3. Type of rack as defined by NFPA 13 - Movable type racks are considered multi-row racking. 4. Actual square footage of storage. 5. Type of shelving Installed in racks - Example: solid shelving, open wire mesh, etc. 6. Required fire sprinkler density, sprinkler head temperature and K factor per NFPA 13. 7. Reference applicable NFPA 13 sprinkler density table and figure. 8. Height to top of storage. 9. Required fire protection requirements per 2013 CFC Table 3206.2. Short List of Approved Consultants • Ken Wagoner, Parsley Consulting ~ 760-745-6181 • Elley Klausbruckner, Klausbruckner & Associates ~ 858-677-9878 •Fire Extinguishers Denote the location(s) and type of fire extinguishers. •A-1.1 Fire Retardant Wood Note Replaced Provide manufacturer specifications/listings for fire retardant application. •Finish Plan Provide a note: Ali finish materials shall comply with CBC Chapter 8. Provide manufacturer cut sheets for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 •A-2.0 Reflected Ceiling Plan Add a reference to Sheet E2.0 for means of egress illumination and exit signs. CBC 1006 & 1011 •A-8.0 Door Schedule Door#1 - Replace thumb-turn with keyed-locking device. CBC 1008.1.9.3.2. Denote compliance with CBC 1008.1.9.3.2.1, 2.2 & 2.3 on the Door Schedule and Hardware Schedule. Provide manufacturer's specifications for rear exit door hardware. Clarify if panic hardware. See 14/A-4.3. Add a note: All doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. •E2.0 Add the following notes: Page 3 of 3 Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with minimum 90-minute battery backup where required CBC 1006. Exit signs shall be illuminated at all times and equipped with minimum 90-minute battery backup. CBC 1011.5.3 Provide a Photometric Plan Provide a photometric plan. Indicate means of egress illumination that illustrates illumination levels of not less than 1 foot-candle at the walking surface throughout the Means of Egress System. CBC 1006.2. • P3.0 Add: DEFERRED SUBMITTAL - SHOWN FOR REFERENCE ONLY End of Comments CORRECTION LIST Page 1 of 3 BLDG,. DEPT COPY Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitflre@sbcglobal.net Checked by: Darvl Kit James Date: April 16, 2014 APPLICANT: Lyn Davies PROJECT NAME: J Crew JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 1915 Calle Barcelona Ste 134 PROJECT DESCRIPTION: CB140818 5991 it Interior alteration of existing space, including, mechanical, electrical & plumbing scopes. This plan was reviewed to verify conformance with the minimum requirements of 2013 California Codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be recommended for approval, for permit issuance. RESUBMITTAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK SERVICES • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Provide a written response following each comment, On This Correction List, explaining how and where each plan review comment has been addressed. • Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Dept. plan check. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net • 1 COMPLETE PLAN CHECK SET MUST BE SUBMITTED FOR BACKCHECK DIRECTLY TO THE FOLLOWING ADDRESS, NO SIGNATURE REQUIRED. IN ORDER TO AVOID DELAY: DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 REQUIRED CORRECTIONS AO.O Building Code Analysis Update Building Type to; 2013 CBC Table 601 (VB) Sprinklered Note occupancy classification of adjacent tenant spaces. Occupant Load Factor Revise net sales area. See Square Footage Take-off Occupancy Calcs Provide the following list of Deferred Submittals Add list of deferred submittals Fire Alarm System 2010 CFC 907 and 2010 NFPA 72. Fire Sprinkler System 2010 CFC 903 and 2010 NFPA 13. Drawing Index Provide a sheet for an egress analysis. Include fixture layout and exit corridor. Page 2 of3 List 'E' sheets in accordance with sheet location in plan check set. Fire Retardant Wood Note See A-1.1 comments A-0.5 9E. See A-1.1 comments A-1.0 Legend Provide a reference to 4/A-7.0 Partition Types Provide the following notes: 1. Existing sprinkler system design provides adequate protection specific to this remodeled suite and contents and will be verified prior to permit issuance. 2. All demolition work shall be in accordance with CFC Chapter 33. 3. The demolition contractor shall contact Carlsbad Fire Department prior to taking existing fire sprinkler system out of service, if system will be out of service overnight. Relocation of fire sprinklers in existing space requires Carlsbad Fire Dept. approval. Rolling Shelving Fixtures Provide a storage analysis of rolling fixture shelving. Analysis must include the following: 1. Description of storage commodity including specific type plastic and/ or rubber 2. NFPA 13 and 2013 California Fire Code commodity classifications. 3. Type of rack as defined by NFPA 13 - Movable type racks are considered multi-row racking. 4. Actual square footage of storage. 5. Type of shelving installed in racks - Example: solid shelving, open wire mesh, etc. 6. Required fire sprinkler density, sprinkler head temperature and K factor per NFPA 13. 7. Reference applicable NFPA 13 sprinkler density table and figure. 8. Height to top of storage. 9. Required fire protection requirements per 2013 CFC Table 3206.2. Short List of Approved Consultants • Ken Wagoner, Parsley Consulting ~ 760-745-6181 • Elley Klausbruckner, Klausbruckner & Associates ~ 858-677-9878 Fire Extinguishers Denote the location(s) and type of fire extinguishers. A-1.1 Fire Retardant Wood Note Provide manufacturer specifications/listings for fire retardant application. Finish Plan Provide a note: All finish materials shall comply with CBC Chapter 8. Provide manufacturer cut sheets for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 A-2.0 Reflected Ceiling Plan Add a reference to Sheet E2.0 for means of egress illumination and exit signs. CBC 1006 & 1011 Page 3 of 3 A-8.0 Door Schedule Door#1 - Replace thumb-turn with keyed-locking device. CBC 1008.1.9.3.2. Denote compliance with CBC 1008.1.9.3.2.1, 2.2 & 2.3 on the Door Schedule and Hardware Schedule. Provide manufacturer's specifications for rear exit door hardware. Clarify if panic hardware. See 14/A-4.3. Add a note: All doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. E2.0 Add the following notes: Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with minimum 90-minute battery backup where required CBC 1006. Exit signs shall be illuminated at all times and equipped with minimum 90-minute battery backup. CBC 1011.5.3 Provide a Photometric Plan Provide a photometric plan. Indicate means of egress illumination that illustrates illumination levels of not less than 1 foot-candle at the walking surface throughout the Means of Egress System. CBC 1006.2. P3.0 Add: DEFERRED SUBMITTAL - SHOWN FOR REFERENCE ONLY End of Comments CORRECTION LIST Page 1 of 3 BLDG. DEPT COPY Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net Checked by: Darvl Kit James Date: April 16. 2014 APPLICANT: Lyn Davies PROJECT NAME: J Crew JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 1915 Calle Barcelona Ste 134 PROJECT DESCRIPTION: CB140818 5991(5 Interior alteration of existing space, including, mechanical, electrical & plumbing scopes. This plan was reviewed to verify conformance with the minimum requirements of 2013 California Codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be recommended for approval, for permit issuance. RESUBMITTAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK SERVICES • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Provide a written response following each comment. On This Correction List, explaining how and where each plan review comment has been addressed. • Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Dept. plan check. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net - 1 COMPLETE PLAN CHECK SET MUST BE SUBMITTED FOR BACKCHECK DIRECTLY TO THE FOLLOWING ADDRESS, NO SIGNATURE REQUIRED. IN ORDER TO AVOID DELAY: DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 REQUIRED CORRECTIONS AO.O Buiiding Code Analysis Update Building Type to; 2013 CBC Table 601 (VB) Sprinklered Note occupancy classification of adjacent tenant spaces. Occupant Load Factor Revise net sales area. See Square Footage Take-off Occupancy Calcs Provide the following list of Deferred Submittals Add list of deferred submittals Fire Alarm System 2010 CFC 907 and 2010 NFPA 72. Fire Sprinkler System 2010 CFC 903 and 2010 NFPA 13. Drawing Index Provide a sheet for an egress analysis. Include fixture layout and exit corridor. Page 2 of3 List 'E' sheets in accordance with sheet location in plan check set. Fire Retardant Wood Note See A-1.1 comments A-0.5 9E. See A-1.1 comments A-1.0 Legend Provide a reference to 4/A-7.0 Partition Types Provide the following notes: 1. Existing sprinkler system design provides adequate protection specific to this remodeled suite and contents and will be verified prior to permit issuance. 2. All demolition work shall be in accordance with CFC Chapter 33. 3. The demolition contractor shall contact Carlsbad Fire Department prior to taking existing fire sprinkler system out of service, if system will be out of service overnight. Relocation of fire sprinklers in existing space requires Carlsbad Fire Dept. approval. Rolling Shelving Fixtures Provide a storage analysis of rolling fixture shelving. Analysis must include the following: 1. Description of storage commodity including specific type plastic and/ or rubber 2. NFPA 13 and 2013 California Fire Code commodity classifications. 3. Type of rack as defined by NFPA 13 - Movable type racks are considered multi-row racking. 4. Actual square footage of storage. 5. Type of shelving installed in racks - Example: solid shelving, open wire mesh, etc. 6. Required fire sprinkler density, sprinkler head temperature and K factor per NFPA 13. 7. Reference applicable NFPA 13 sprinkler density table and figure. 8. Height to top of storage. 9. Required fire protection requirements per 2013 CFC Table 3206.2. Short List of Approved Consultants • Ken Wagoner, Parsley Consulting -760-745-6181 • Elley Klausbruckner, Klausbruckner & Associates ~ 858-677-9878 Fire Extinguishers Denote the location(s) and type of fire extinguishers. A-1.1 Fire Retardant Wood Note Provide manufacturer specifications/listings for fire retardant application. Finish Plan Provide a note: All finish materials shall comply with CBC Chapter 8. Provide manufacturer cut sheets for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 A-2.0 Reflected Ceiling Plan Add a reference to Sheet E2.0 for means of egress illumination and exit signs. CBC 1006 & 1011 Page 3 of 3 A-8.0 Door Schedule Door#1 - Replace thumb-turn with keyed-locking device. CBC 1008.1.9.3.2. Denote compliance with CBC 1008.1.9.3.2.1, 2.2 & 2.3 on the Door Schedule and Hardware Schedule. Provide manufacturer's specifications for rear exit door hardware. Clarify if panic hardware. See 14/A-4.3. Add a note: All doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. E2.0 Add the following notes: Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with minimum 90-minute battery backup where required CBC 1006. Exit signs shall be illuminated at all times and equipped with minimum 90-minute battery backup. CBC 1011.5.3 Provide a Photometric Plan Provide a photometric plan. Indicate means of egress illumination that illustrates illumination levels of not less than 1 foot-candle at the walking surface throughout the Means of Egress System. CBC 1006.2. P3.0 Add: DEFERRED SUBMITTAL - SHOWN FOR REFERENCE ONLY End of Comments 0 & 0 0 I 0 I in CN O I in IX 7 40 SF STORAGE r f- 135 3 , 280 SF AVAILABLE 134 6 ,048 SF AVAILABLE if- SUITES 134 & 135 DRAWINGS BY: 13 NOV 2{S>13 THE FORUM CARLSBAD O 10' 20' • ARCHITECTURE • 40 858.274.1812 FAX 858.227.5720 MESRI ENGINEERING STRUCTURAL CONSULTING RECEIVED MAY J 3 2014 ^nn^^ CARLSBAD BUILDING DIVISION PROJECT: #134. AQDITION OF 3-NEW EQUIPMENT. 1923 CALLE BARCELONA. CARLSBAD CA ROOF LOADS rFLAT>; ROOFING 3.0 (NO GRAVEL) PLYWOOD L8 RAFTERS 3.0 CLO. + INSULATION 3.0 SPRINKLER 2.0 MISC. 2.2 DEAD LOAD LIVE LOAD TOTAL LOAD RWflfOAPStSLPgEP): MANSARDS / TOWERS ROOFING 12.0 PLYWOOD 1.8 RAFTERS 3.0 0X3. +INSULATION 0.0 SPRINKLER 0.0 MISC. 1.2 15.0 PSF PEADIIQAP 20.0 PSF LIVE LOAD 35.0 PSF TQIAH^QAD AT TOWERS ADD CLG LOAD, AND STUCCO AS REQUIRED-10.0 PSF 18.0 PSF 20.0 PSF 38.0 PSF WALL (EXT.): 16.0 PSF WALL (INT.): 10.0 PSF BEAMS: # I POSTS: #1 JOIST It BL0CKING*2 OR # I STUDS & PLATES: #2 OR#l U.ON. THESE CAIXrtll ATIONS ARE NOT VALID OR USABLE WITHOirr THE WET SIGNATURE OF ONE OF THE PRINCIPAlii OF THE MESRI ENGINEERING. THESE CAI^IIATIONS ARE ONLV POR THE ITEMS INri.llDED HEREIN. SPECIFIED BV THE CLIENT AND DO NOT IMPLY APPROVAL OF ANV OTHER PART OF THE STRUCTURE BV THIS OFFICE. JOBNO.:0.000UI9 DATC: 12-03-09 DESIGNED BY: M.M CHECKED BY:_ PAGE:1 t V\lCVt/^eiL ^^'^'^'^'^ ^^"^ MESRI ENGINEERING ^j/V i/n Os.feAc<<"^ AGO. Structural Consulting t^J^ \(D '^f^'^ ~ 6798 La Jolla Boulvard ^ ^ La Jolla, CA 92037 (^** ,**c-V^-^ ^^^^^ A \%oo ¥P fov-r U>^*^{ ^^rv^<^ ^^'-'^) AT CiM-Vt^^^ 3— \C Type "Aa" TJ-Beam(TM) 6.06 Serial NunSerl'SMn^S' 16" TJI®/L66 @ 32" o/c User 4 3/28/200311 '58 33 AM Pag. 1 Eng«e version , 64. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED /I Member Slope: .4/12 Roof Slope.4/12 \ EJ 1 All dimensions are horizontal. LOADS: •25'-Product Diagram is Conceptual. Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live al 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 0 178 20' - 1600# Mech. Unit over 9 points Uniform(psf) Roof(1.25) 0.0 15.0 20'To 25' Replaces No LL Under Mech. Unit UjJC! ij.. ., SUPPORTS: 1 Glulam or solid sawn lumber beam 2 Glulam or solid sawn lumber beam Input Rearing Vertical Reactions (Ibs) Ply Depth Width Length Live/Dead/Upllft/Total 2.50" Hanger 642/535/0/1177 1 2.50" Hanger 425/644/0/1068 1 14.01" 14.01" Nailing Depth N/A N/A Detail Other Top Mount Hanger None Top Mount Hanger None HANGERS: Simpson Strong-Tie® Connectors Support Model Slope ni\ Top Mount Hanger iTT316 .4/12 ' Top Mount Hanger ITT316 .4/12 Skew 0 0 Reverse Flanges N/A N/A Top Flange Offset No No -Nailing for Support 1: Face: 2-10d, Top 4-10d, Member. 2-N10 -Nailing for Support 2: Face: 2- jOJi, Top 4-(g)J[, Member: 2-N10 DESIGN CONTROLS: Top Flange Slope 0 0 Support Wood Species Douglas Fir Douglas Fir Maximum Design Control Control Location Shear (Ibs) 1157 1157 2912 Passed (40%) LL end Span 1 under Roof loading Vertical Reaction (Ibs) 1157 1157 2356 Passed (49%) Bearing 1 under Roof loading Moment (Ft-Lbs) 7173 7173 11169 Passed (64%) MID Span 1 under Roof loading Live Load Defl (in) 0.473 1.230 Passed (U625) MID Span 1 under Roof loading Total Load Defl (in) 0.923 1.640 Passed (L/320) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(LL:L/240.TL:L/180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 3" o/c unless detailed othenA/ise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum At Carlsbad Building 2 Roof Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Steve Bennett Tms Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch . CA 92610 Phone: 949-455-8252 Fax : 949-616-1616 bennetsa@tnjsjoist.com Ccp/ng.-.i c 2003 by Trus Joist, a Weyerhaeuser Business T^'.a ar.a Tj-5eainE> are registered trademarks of Trus Joist. e-I Jcist*. Pro** and TJ-Pro** are trademarks of Trus Joist. 5i7.pson Strong-Tieos Connectors is a registered trademark of Simpson Strong-Tie Conpany* 3;\TJCADD\JO9\SC02EO2O61\Designs\Siiing\PavBldg2\TypeA2.sms 1. T t To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block Information will be printed on each page. Title: Dsgnr: Description: Scope: Job# Date: 9:37AM, 1 NOV 01 Single Span Beam Analysis Page 1 Description LA COSTA #2 General Infonnation | Center Span 21.00 ft Moment of Inertia 3,170.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads | On Center Span... On Left Cantilever... On Right Cantilever... #1 0.840 k/ft #1 k/ft #1 • k/ft Point Loads | Magnitude 1-800 k k k k k Location 10.500 ft ft ft ft ft Trapezoidal Loads | Magnitude @ Left 0.070 k/ft k/ft k/ft k/ft Magnitude @ Right 0.070 k/ft k/ft k/ft k/ft Olst. To Left Side 7.000 ft ft ft ft Dist. To Right Side 21.000 ft ft ft ft Query Values | Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 10.05 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moments... Max ••• @ Center Max - @ Center @ Left Cant @ Right Cant 58.74 k-ft -0.00 k-ft 0.00 k-ft 0.00 k-ft at at 10.52 ft 21.00ft Shears... @ Left @ Right Maximum Deflections... 10.05 k 10.37 k 10.37 k Reactions.. @ Left @ Right 10.05 k 10.37 k @ Center -0.836 in at 10.52 ft Maximum " 58.74 k-ft @ Left Cant. 0.000 In at 0.00 ft @ Right Cant 0.000 in at 0.00 ft 6) (c) 1983-98 ENERCALC KW-0603482. Ver 5.0.6.15-Jul-1998, Win32 : yy: mm-mm--^ • To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block Infonnation will be printed on each page. Title: Dsgnr: Description: Scope: Job# Date: g:37AM, 1 NOV 01 Single Span Beam Analysis Description LA COSTA #2 OU General Infonnation Center Span 21.00 ft Moment of Inertia 3,170.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Unifomi Loads On Center Span... On Left Cantilever... On Right Cantilever... # 1 0.420 k/ft #1 k/ft #1 k/ft Trapezoidal Loads Magnitude @ Left 0.070 k/ft k/ft k/ft k/ft Magnitude @ Right 0.070 k/ft k/ft k/ft k/ft Dist. To Left Side 7.000 ft ft ft ft Dist To Right Side 21.000 ft ft ft ft Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 4.74 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in 1 summary | Moments... Shears... Reactions... Max + @ Center 26.16 k-ft at 10.65 ft @Left 4.74 k @ Left 4.74 k Max - @ Center -0.00 k-ft at 21.00 ft @ Right 5.06 k @ Right 5.06 k @ Left Cant 0.00 l<-ft Maximum 5.06 k @ Left Cant 0.00 l<-ft Maximum 5.06 k @ Right Cant 0.00 k-ft Deflections... @ Center -0.384 In at 10.56 ft Maximum " 26.16 k-ft @ Left Cant. O.pOO In at 0.00 ft @ Right Cani 0.000 in at 0.00 ft 3 (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6.15-JuH998, Win32 (jr\ 4o. tt^>^ 0" 4 (5) To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title: Dsgnr: Description: Scope: Job» Date: 9:47AM, 1 NOV 01 Single Span Beam Analysis Page 1 Description LA COSTA #2 General Information Center Span 35.00 ft Moment of Inertia 8,410.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever 7.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span. On Left Cantilever... On Right Cantilever... #1 0.840 k/ft #1 k/ft #1 0.840 k/ft Point Loads Magnitude 1.800 k 10.050 k k k k Location 17.500 ft 42.000 ft ft ft ft Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 13.00 k 0.00 k 0.00 k Deflection 0.00000 In 0.00000 in 0.00000 in 1 Summary 1 Moments... Shears... Reactions... Max + @ Center 100.63 k-ft at 15.52 ft @ Left 13.00 k @ Left 13.00 k Max - @ Center -90.93 k-ft at 35.00 ft @ Right 18.20 k @ Right 34.13 k @ Left Cant 0.00 k-ft Maximum 18.20 k @ Left Cant 0.00 k-ft Maximum 18.20 k @ Right Cant -90.93 k-ft Deflections.. @ Center -1.347 In at 16.19 ft Maximum " 100.63 k-ft @ Left Cant. 0.000 In at 0.00 ft @ Right Cant 0.320 in at 42.00 ft d (0)1983-98 ENERCALC KW-0803482, Ver 5.0.6,15-Jul-1998, Win32 orb) To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block infonnation will be printed on each page. Title: Dsgnr: Description: Scope: Job# Date: 10:05AM, 1 NOV 01 Single Span Beam Analysis Page 1 Description LA COSTA #2 General Information Center Span 35.00 ft Moment of inertia 9,890.000 In4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever 7.00 ft Beam End Fbdty PIn-PIn Unifomi Loads On Center Span... #1 0.840 k/ft On Left Cantilever... #1 k/ft On Rigl-: Cantilever... # 1 0.420 k/ft Point Loads Magnitude 1.800 k 4.740 k k k k Location 17.500 ft 42.000 ft ft ft ft Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-ft 0.00 k-ft Right Cant 0.00 k-ft Shear 14.36 k 0.00 k 0.00 k Deflection 0.00000 in m 0.00000 In 0.00000 in 1 Summary Moments... Shears... Reactions... Max -»• @ Center 122.71 k-ft at 17.12 ft @ Left 14.36 k @Left 14.36 k Max - @ Center -43.47 k-ft at 35.00 ft @ Right 16.84 k @ Right 24.52 k @ Left Cant 0.00 k-ft Maximum 16.84 k @ Left Cant 0.00 k-ft Maximum 16.84 k @ Right Cant -43.47 k-ft Deflections... @ Right Cant @ Center -1.512 In at 16.95 ft Maximum » 122.71 k-ft @ Left Cant 0.000 In at 0.00 ft @ Right Cant 0.749 in at 42.00 ft (c) 1983-98 ENERCALC KW-0803482. Ver 5.0.6.15-Jul-1998, Win32 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block infomiation will be printed on each page. Title: Dsgnr: Description: Scope: Job# Date: 10:09AM, 1 NOV 01 Single Span Beam Analysis Description LA COSTA #2 General Infonnation Center Span 35.00 ft Moment of Inertia 9,890.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever 7.00 ft Beam End Fixity Pin-Pin Unifonn Loads On Center Span. #1 0.420 k/ft On Left Cantilever... #1 k/ft On Right Cantilever... # 1 0.420 k/ft Point Loads Magnitude 4.740 k k k k k Location 42.000 ft ft ft ft ft Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 6.11 k 0.00 k 0.00 k Deflection 0.00000 In m 0.00000 In 0.00000 in 1 Summary 1 Moments... Shears... Reactions... Max ••• @ Center 44.41 k-ft at 14.51 ft @ Left 6.11 k @ Left 6.11 k Max - @ Center -43.47 k-ft at 35.00 ft @ Right 8.59 k @ Right 16.27 k @ Left Cant 0.00 k-ft Maximum 8.59 k @ Left Cant 0.00 k-ft Maximum 8.59 k @ Right Cant -43.47 k-ft Deflections... @ Right Cant @ Center -0.506 In at 16.02 ft Maximum ° 44.41 k-ft @ Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.108 in at 42.00 ft (0)1983-98 ENERCALC KW-0803482, Ver 5.0.6.15-Jul-1998, Win32 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block infomiation will be printed on each page. Title: Dsgnr: Description: Scope: Jobff Oate: 10:38AM, 1 NOV 01 Single Span Beam Analysis Description LA COSTA #2 General Information | Center Span 28.00 ft Left Cantilever ft Moment of Inertia 7,080.000 in4 Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads | On Center Span... #1 0.420 k/ft On Left Cantilever... #1 k/ft On Right Cantilever... #1 k/ft Query Values | Center Location Moment Shear Deflection 0.000 ft 0.00 k-ft 5.88 k 0.00000 In Left Cant 0.000 ft 0.00 k-ft 0.00 k 0.00000 in Right Cant 0.000 ft 0.00 k-ft 0.00 k 0.00000 in Moments... Max * @ Center Max - @ Center @ Left Cant @ Right Cant Maximum " 41.16 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft 41.16 k-ft at at 14.03 ft 28.00 ft Shears... @ Left @ Right Maximum Deflections... 5.88 k 5.88 k 5.88 k Reactions... @ Left @ Right 5.68 k 5.88 k Center -0.483 In at 14.03 ft Left Cant. 0.000 In at 0.00 ft Right Cant 0.000 In at 0.00 ft (0)1983-98 ENERCALC KW-0603482, Ver 5.0.6,1S-Jul-1998, Win32 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block infonnation will be printed on each page. Title: Dsgnr: Description: Scope: Job# Date: 10:37AM, 1 NOV 01 Single Span B^am Analysis Page 1 Description LA COSTA #2 General Information Center Span 28.00 ft Moment of Inertia 7,080.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Unifomi Loads On Center Span.. #1 0.840 k/ft On Left Cantilever... #1 k/ft On Right Cantilever... #1 k/ft Point Loads Magnitude Location 1.800 k 14.000 ft k ft k ft k ft k ft Query Values Center Location Moment Shear Deflection 0.000 ft 0.00 k-ft 12.66 k 0.00000 in Left Cant 0.000 ft 0.00 k-ft 0.00 k 0.00000 In Right Cant 0.000 ft 0.00 k-ft 0.00 k 0.00000 in Summary Moments... Max @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = 94.89 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft 94.89 k-ft 13.97 ft 0.00 ft Shears... @ Left @ Right Maximum Deflections... 12.66 k 12.66 k 12.66 k Reactions., @Left @ Right 12.66 k 12.66 k Center -1.083 In at 14.03 ft Left Cant. 0.000 in at 0.00 ft Right Cant 0.000 In at 0.00 ft (c) 1983-98 ENERCALC KW-0603482. Ver 5.0.6.15-Jul-1998. Win32 i 7 1 V ~7F 1' 1 ^'^^ 21/ e4F-v/2 —^ 4^ f^'^ /> © To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title: Dsgnr: Description: Scope: Job# Date: 10:45AM, 1 NOV 01 Single Span Beam Analysis Description LA COSTA #2 General Information Center Span 35.00 ft Moment of Inertia 8,410.000 in4 Left Cantilever 7.00 ft Elastic Modulus 1,700 ksi Right Cantilever 7.00 ft Beam End Fixity Pin-Pin Unifonn Loads On Center Span.. #1 0.840 k/ft On Left Cantilever... # 1 0.840 k/ft On Right Cantilever... # 1 0.840 k/ft Point Loads Magnitude Location 10.400 k -7.000 ft 1.800 k 17.500 ft 12.700 k 42.000 ft k ft k ft Trapezoidal Loads Magnitude @ Left Magnitude @ Right Dist To Left Side Dist. To Right Side 0.070 k/ft 0.070 k/ft -7.000 ft 27.000 ft k/ft k/ft ft ft k/ft k/ft ft ft k/ft k/ft ft ft Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment -95.09 k-ft 0.00 k-ft 0.00 k-ft Shear 16.35 k 0.00 k 0.00 k Deflection 0.00000 in 1 0.00000 in 0.00000 In 1 Summary \ 1 Moments... Shears... Reactions... Max ••• @ Center 51.69 k-ft at 17.50 ft @ Left 16.68 k @Left 33.12 k Max - @ Center -109.48 k-ft at 35.00 ft @ Right 18.50 k @ Right 35.32 k @ Left Cant -95.09 k-ft Maximum 18.50 k @ Left Cant -95.09 k-ft Maximum 18.50 k @ Right Cant -109.48 k-ft Deflections... @ Right Cant @ Center -0.431 in at 17.01 ft Maximum = 109.48 k-ft @ Left Cant -0.176 in at -7.00 ft @ Right Cant -0.276 in at 42.00 ft (0)1983-98 ENERCALC KW-0603482. Ver 5.0.6.15-Jul-1998. Win32 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title: Dsgnr: Description: Scope: Job» Date: 11:02AM, 1 NOV 01 Single Span Beam Analysis Page 1 Description LA COSTA #2 General Information Center Span 35.00 ft Moment of Inertia 8,410.000 In4 Left Cantilever 7.00 ft Elastic Modulus 1,700 ksi Right Cantilever 7.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span., #1 0.840 k/ft On Left Cantilever... # 1 0.420 k/ft On Right Cantilever... # 1 0.420 k/ft Point Loads Magnitude Location 5.100 k -7.000 ft 1.800 k 17.500 ft 5.900 k 42.000 ft k ft k ft Trapezoidal Loads Magnitude @ Left Magnitude @ Right Dist To Left Side Dist To Right Side 0.070 k/ft 0.070 k/ft -7.000 ft 27.000 ft k/ft k/ft ft ft k/ft k/ft ft ft k/ft k/ft ft ft Query Values Center Location Moment Shear Deflection 0.000 ft -47.70 k-ft 16.65 k 0.00000 in Left Cant 0.000 ft 0.00 k-ft 0.00 k 0.00000 in Right Cant 0.000 ft 0.00 k-ft 0.00 k 0.00000 in Moments... Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum ° 104.33 k-ft -51.59 k-ft -47.70 k-ft -51.59 k-ft 104.33 k-ft at at 17.50 ft 35.00 ft Shears... @Left @ Right Maximum Deflections... @ Center @ Left Cant. 16.65 k 16.44 k 16.65 k -1.405 in 0.666 in at at Reactions.. @ Left @ Right 17,40 ft -7.00 ft 25.18 k 25.28 k ©Right Cant 0.637 in at 42.00 ft (c) 1963-98 ENERCALC KW-0603482, Ver 5.0.6,15-Jul-1998, Win32 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title: Dsgnr: Description: Scope: Job# Date: 11:35AM, 1 NOV 01 Single Span Beam Analysis Page 1 Description LA COSTA #2 General Information | Center Span 35.00 ft Moment of Inertia 8,410.000 In4 Left Cantilever 7.00 ft Elastic Modulus 1,700 ksi Right Cantilever 7.00 ft Beam End Fixity Pin-Pin Uniform Loads ) On Center Span... On Left Cantilever... On Right Cantilever... #1 0.420 k/ft # 1 0.420 k/ft #1 0.420 k/ft Point Loads | Magnitude 5.100 k k 5.900 k k k Location -7.000 ft ft 42.000 ft ft ft Trapezoidal Loads | Magnitude @ Left 0.070 k/ft k/ft k/ft k/ft Magnitude @ Right 0.070 k/ft k/ft k/ft k/ft Dist. To Left Side -7.000 ft ft ft ft Dist To Right Side 27.000 ft ft ft ft Query Values | Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment -47.70 k-ft 0.00 k-ft 0.00 k-ft Shear 8.40 k 0.00 k 0.00 k Deflection 0.00000 In 0.00000 In 0.00000 in Summary Moments... Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = 24.29 k-ft -51.59 k-ft -47.70 k-ft -51.59 k-ft 51.59 k-ft 17.11 ft 35.00 ft Shears... @Left @ Right Maximum Deflections... @ Center @ Left Cant @ Right Cant 8.48 k 8.80 k 8.80 k -0.219 in -0.085 in -0.115 In at at at Reactions... @ Left @ Right 17.11 ft -7.00 ft 42.00 ft 16.93 k 17.03 k id) 1983-98 ENERCALC KW-0603482. Ver 5.0.6.15-Jul-1998, Win32 4-1-_.—,—p. HE •T 1" ! I I 1 I MESRI ENGINEERING Structural Consulting . 6798.lia Jolla Boulvard La Jolla. CA 92037 -p—r—r "T T 4\ t^'T^ui-M- 7""] ]. 1.., _. T f" — 1 • i ! • i ; : MESRI ENGINEERING StmcturarConsuiting 6798-l!;a Jolla Boulvard . La Jolla. CA 92037 I I I t !'~V uo\ic 1^ CONMERCIflL TESTING CONPflNY 1215 South Hamilton Street • Post Office Box 985 • Dalton, Georgia 30722 Teiephone (706) 278-3935 • Facsimile (706) 278-3936 Report Number 06-04065 J & J Industries, Inc. Test Number 3763-0090 Dalton, Georgia April 5, 2006 Flooring Radiant Panel Test Test Method: The test was conducted in accordance with ASTM International fire test response standard E 648-06, Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source. This test measures the critical radiant flux at flame-out of horizontally mounted floor-covering systems that duplicate or simulate accepted installation practices. The floor-covering system is exposed to a flaming ignition source in a graded radiant heat energy environment generated by a radiant panel inclined at a 30° angle to the sample. The panel generates a heat distribution along the sample length ranging from a nominal maximum of 1.0 W/cm^ to a minimum of 0.1 W/cm^. Tests on individual components are of limited value and are not valid for evaluation of floor-covering systems. Floor Covering: Identification: Construction: Secondary Backing: Flooring System: Application: Subfloor: Adhesive Test Result: 4655 Textures 36 Cut/Uncut Pile ActionBac®/ ActionBac® LTPT" Color: Roll Number: Test Request: 1405 70008981 010134 Diana Southerland Glue-Down Simulated Concrete (Reinforced Cement Board) Henry 356 #1 #2 #3 Maximum Burn Distance (cm) Time to Flame Out (min) Critical Radiant Flux 27.5 23.0 0.74 26.8 23.7 0.76 31.3 22.9 0.66 OlTY Average Critical Radiant Flux 0.72 W/cm^ Standard Deviation 0.05 RECEIVED MAY 1 3 2014 OF CARLSBAD BlUILDING DIVISION Classification: The floor-covering system tested may be classified as a Type I based on the NFPA 101 Life Safety Code, or a Class A as defined by the GSA in 3FNE-00-591a Technical Requirements Booklet. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Commercial Testing Company (Authorized Signature) Commercial Testing Company is accredited for ASTM £ 648 hy the United States Department of Commerce, National Institute of Standards and Technology (NIST), through the National Voluntary Laboratory Accreditation Program (NVLAP) for compUance with criteria set forth in NIST HandbooJc 150:2001 and all requirements of ISOIIEC 17025:1999. This report is provided for the exclusive use ofthe client to whom it is addressed. It may be used in its entirety to gain product acceptance from duly constituted authorities. The test results presented in this report apply only to the samples tested and are not necessarily indicative of apparent identical or similar materials. Sample selection and identification were provided hy the client. A sampling plan, if described in the referenced standard, was nol necessarily followed. This report, or the name of Commercial Testing Company, shall not be used under any circumstance in advertising to the general public. TESTED TO BE SURE®.... Since 1974 TSi TESTING SERVICES, INC. 817 SHOWALTER AVE. • P.O. BOX 2041 DALTON, GEORGIA 30722-2041 PHONE: (706) 226-1400 . FAX: (706) 226-6118 NVLAP Code #100108-0 TEST REPORT CLIENT: Charles van Gelder Importers, Inc. REPORT NUMBER: 53991A 1680 US Highway 41 South LAB TEST NUMBER: 2409-1149 Calhoun, Georgia 30701 DATE: January 19,2012 TEST MATERIAL: Identification Coco Matting SUBJECT: SCOPE OF TEST: TEST METHOD: TEST INFORMATION: Testing Services Inc was instructed by the client to perform a procedure for measuring the critical radiant flux of horizontally mounted floor-covering systems exposed to a flaming ignition source In a graded radiant heat energy environment in a test chamber. This fire test standard is designed to provide a basis for estimating one aspect of the fire exposure behavior of a floor-covering system installed in a building corridor. >*SrM £648; Staridard Test Metiiod for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source Specimens of the sample were tested for critical radiant flux in accordance with ASTM Test Method E-648, NFPA 253 and PTM Standard 372. The value reported is the average of three specimens, reported as Critical Radiant Flux in units of watts per centimeter squared (W/cm'). Mounting Board: Adhesive: Trowel: Conditioning: Astone Fabricators Inc. (AFI) Tunnel Board Z Calcium Silicate Board Multi Purpose 1/8" X1/8" X1/8" Minimum 96 hrs @ 70°F 50% RH CLASSIFICATIONS: TEST DATA: NFPA: Class 1= 0.45 W/cm^ or higher Class II = 0.22-0.44 W/cm= No Classification= <0.21 W/cm^ Specimen Time Distance Critical Radiant Flux #1 10 min 64.0 cm 0.21 Wm' #2 10 min 61.7 cm 0.23 W/cm= #3 10 min 63.8 cm 0.21 W/cm== Standard Deviation: 0.01 Coefficient of Variation: 4.34% TEST RESULTS: Average Critical Radiant Flux NFPA Classification 0.22 W/cm^ II Approved By: Erie Miles, Jr. VP Testing Services Inc Digitally signed by Erie Miles, Jr. DN;cn=Erle Miles, Jr., email=ts(office@alltel .net, o=Te sting Services Inc, oij=;Testing Services loc.,c=US Date: 30I2.0I.20 09:39:22 -OS'OO' OUR LETTERS AND REPORTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS, THESE LETTERS AND REPORTS ARE FOR THE USE ONLY OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND THEIR COMMUNICATION TO ANY OTHERS OR THE USE OF THE NAME TESTING SERVICES, Inc. MUST RECEIVE OUR PRIOR WRITTEN APPROVAL. THE REPORTS AND LETTERS, AND OUR NAME, OUR SEALS, OR OUR INSIGNIA ARE NOT UNDER ANY CIRCUMSTANCES TO BE USED IN ADVERTISING TO THE GENERAL PUBLIC. VISIT OUR WEBSITE AT www.tsiofdalton.com TSi TESTING SERVICES, INC. 817 SHOWALTER AVE. • P.O. BOX 2041 DALTON, GEORGIA 30722-2041 PHONE: (706) 226-1400 • FAX: (706)226-6118 TEST REPORT NVLAP Code #100108-0 CLIENT: Charles van Gelder Importers, Inc. REPORT NUMBER: 53991B 1680 US Highway 41 South LAB TEST NUMBER: 2409-1149 Calhoun, Georgia 30701 DATE: January 19,2012 TEST MATERIAL: Identification Coco Matting SUBJECT: Testing Services Inc was instructed by the client to perform testing to determine the specific optical density of smoke generated by solid materials and assemblies mounted in a vertical position. TEST PROCEDURE: ASTM E 662: Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials, also complies witti NFPA 258. SCOPE OF TEST: This test method employs an electrically heated radiant-energy source where the test specimens are exposed to either flaming or non-flaming (or both modes) conditions within a closed chamber. A photometric system with a vertical light path is used to measure the varying light transmission as smoke accumulates. The light transmittance measurements are used to calculate specific optical density of the smoke generated during the time period to reach the maximum value. CHAMBER CONDITIONS: Radiometer Output: Furnace Voltage: Pressure: In'adiance: Burner Fuel: 8.1 MV 117V Positive Under Three Inches of Water 2.5 watts/cm.2 Propane TEST DATA: TEST RESULTS: Approved By: FLAMING Specimen Number: 1 2 3 Time to Attain TM (Minutes) 19.0 18.9 19.9 Specific Optical Density (Ds) at 1.5 min. 4 0 3 Specific Optical Density (Ds) at 4.0 min. 16 4 9 Maximum Specific Optical Density (DM) 211 201 183 Clear Beam (DC) 11 19 23 DMG (Corrected DM) 201 182 160 FLAMING Average Ds, 1.5 Min. 2 Average Ds, 4.0 Min. 10 Average DM 198 Average DM, (Corrected) 181 DigiMy ilgredbyErle Miles, Jr. DN:cn-Etle Miles, Jr., em a ll-tsi off I ce@al ltel.net, o-Tnt ing Sefvlces Ire, ou'^TesiIng Services Inc. c-US Date: 1012.01.20 09 jgiO-OSlW Erie Miles, Jr. VP Testing Services Inc OUR LETTERS AND REPORTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS, THESE LETTERS AND REPORTS ARE FOR THE USE ONLY OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND THEIR COMMUNICATION TO ANY OTHERS OR THE USE OF THE NAME TESTING SERVICES, Inc. MUST RECEIVE OUR PRIOR WRITTEN APPROVAL. THE REPORTS AND LETTERS, AND OUR NAME, OUR SEALS, OR OUR INSIGNIA ARE NOT UNDER ANY CIRCUMSTANCES TO BE USED IN ADVERTISING TO THE GENERAL PUBLIC. VISIT OUR WEBSITE AT www.tsiofdalton.com PRODUCT SPECIFICATION COIR SHEET GOODS G incorporatecd PRODUCT COMPOSITION * STANDARD/NORMS ' DATA Manufacturing Process ISO 2424 Fusion Bonded Surface Aspect ISO 2424 Non directional smooth / velour Fiber CEE 83/623 Natural coco fibers Primary Backing ISO 2424 Vinyl PRODUCT DIMENSION Pile Height ( + or - 0.5 mm) ISO 1775 .422 inch Total Height ( + or - 7.5%) ISO 1776 .625 inch Total Weight ( + or - 7.5%) ISO 8543 1.38 lbs/square foot Width ( + or - 2%) ISO 3018 67" Custom Special sizes, finished and logo mats LEED MR Credit 4 LEED-NC v. 3 For 1 - 2 points: $ value of all 50% recycled content lEQ Credit 4.1 LEED-NC V. 3 For 1 point: low-emitting adhesive with a VOC of 50 g/l or less for indoor releasable carpet adhesive Releasable VOC 0 g/l lEQ Credit 4.3 LEED-NC v. 3 For 1 point: Low-Emitting Materials- Flooring Systems Green Label Plus certified lEQ Credit 5 LEED-NC V. 3 For 1 point: semi- permanently installed entrace system at leastt 10' in length and maintained on a weekly basis. This carpet is a semi premanent installation van Gelder, Inc. | 1680 us Hwy 41 South, Calhoun, GA 30701 p. 706 602 4186 f. 706 602 4191 www.vangelder-inc.com | sales(gvangelder-inc.com | samples@vangelder-lnc.com Textures 36 | 4655 Broadloom Colorways Product Specifications 8427 Cognac 8428 Birch 8429 Twig Construction Textured Cut and Loop Backing PremierBac* Plus Dye Method Beck Dyed Nylon Fiber Type Ultroii* Nylon BCF Face Weight 36 oz./sy (1221 grains/ni^) Pile Density 5,400 oz./sy (200.36 kg/ni') Pattern Repeat N/A Gauge 1/8 (3.15 rows/cm) Stitches Per Inch 13.5 siitches/in (5.31 stitclies/cin) Standard Size 12 ft (3.66 111) Lifetime Warranties Protection from Delaniination Failure, Tuft Bind Strength (edge ravel, yarn pulls, zippcring). Fiber Performance for Wear, Fiber Performance for Static Environmental Specifications & Tests Sustainable Carpet Assessment Standard NSF Gold Indoor Air Quality GLP 3678 Total Recycled Content 13%-24% Pill Test Yes Flooring Radiant Panel CLiss 1 Smoke Density Less than 450 flaming (ASTM E 662) Static Test Less than 3.5 kv (AATCC-134) Lightfastness Yes ADA Compliance Compliant For Accessible Routes Special Treatments ProTex' (Soil Release) Yes ProSept" (Antimicrobial) Optional Coordinating Products Textures 36 is designed to coordinate with many J+J/Invision products. Textures 30 oz. is available for a small minimum. Please contact your Sales Representative for details. 3 Advantage! A J&J Industries Brand >JINVISION j]-invision.coni SWINGING DOOR HARDWARE SW-]7 RECEIVED MAY 1 3 ZOH CITY OF CARLSBAO BUILDING DlVISIOtj •—> MS'Deadbolt Lever 4550 T Housing Aluminum casting is 1-3/8" wide X 7-1/2" long x 1" deep. Attached to door stile by four # 10 screws. • Stop Clearance Lever housing projects 11/16" forward of cylinder backset centerline. Depending on height of door stop and width of door/jamb gap, it may be necessary to modify the stop to clear the housing. (For fin type stops, this is easily accomplished.) Hollow stops may preclude use of lever. T Function Easy unlocking of any MS® deadbolt by approximately 3 Ibs. downward force on a 3" lever. Lever is spring loaded to horizontal, relocks with upward motion. Indicator signals lock status. Can be installed in place of existing key cylinder or cylinder type thumbturn on inside of door. NOTE: Not compatible with 7/8" backset locks 1 Lever 3" long aluminum with end-return design offers comfortable grip to lock or unlock. 'indicator Words "LOCKED" in red letters or "OPEN" in black letters appear on white background when lock is thrown or retracted. Indicator is driven by lock bolt itself ' Compatible Deadbolts Any MS® pivoted bolt deadbolt including "Schoolhouse" versions can be fitted with the 4550: MSI850S, MS 1950, MS 1837, etc. Derivative units such as 1870, 1870HM or 1877 flushbolts (bolt into threshold) are also operable by the 4550 lever. Not compatible with MS+1890 latchlock or with 7/8" backset locks. Operation Turn lever downward 90° to unlock. When released, lever returns to horizontal. Turn lever upward 90° to relock. Key operation fi-om outside is not affected. Clutching action prevents damage to internal components. ASSA ABLOY, the global leader in door opening solutions ^ Adams Rite ASSAABLDY 10027 S. 51st Street, Ste 102 Phoenix, Arizona 85044 (800) 626-7590 Fax^(800) 2^ www.adasMyte. 4550 MS'Deadbolt Lever DIMENSIONS INCHES MILLIMETERS Nominal, subject to tolerance extremes. INSTALLATION 2.259 57.4 1.214 30.8 90° TO LOCK 4.267 108.4 7.238 183.8 / 0 1.594 t-- <t CYLINDER LPPEN^ 1.40 ^ 35.6 3.09 78.486^ <t CYLINDER 90° TO UNLOCK 1.149 24.2 HOW TO ORDER Specify quantity and the following information. Order related hardware separately. Door Hand* R RHorRHR L LHorLHR Door Thickness 01 13/4"-2" 02 2 1/8"-2'/i" 4550 R -01 m 121 Finish To Match 130 628 Clear Anodized 121 313 Dark Bronze Anod. 'Regardless of swing 119 335 Black Anodized Installation OPTIONS Available in three Ritecoat finishes to match anodized aluminum finishes. Can be ordered for left or right hand door, but is rehandable in the field. STANDARD PACICAGE Individually boxed with installation instructions, mounting screws and drive pins for both single point and threshold bolt- equipped locks. Shipping weight: I Ib. ©2012 ADAMS RITE MANUFAaURING CO. SWINGING DOOR HARDWARE SW-9 Two-Point Deadbolt For Wood Doors MS 1837 ANSl/BHMA TypeE8241 (Gracie 1) ' Cylinder Backset I-1/2" only Pivoted Bolt 5/8" X 1-3/4" X 2-7/8" with 1-3/8" throw. Eight-ply laminated steel with Alumina-Ceramic core to deter hacksaw attack. Threshold Bolt Hexagonal flat. Made steel. 3/8", flat to of stainless •Function Maximum Security for wood door pairs by a single tum of a key is provided with the MS 1837. Dropping a stainless steel hexbolt into the threshold and pivoting the massive MS® bolt into the opposite leaf, the MS 1837 eliminates inconvenient and sometimes forgotten flushbolts in the inactive leaf • Case Steel with corrosion-resistant plating. rx6"x2-3/16". Cylinder Height 36" standard. Other heights available on special order. •Armored Faceplate Flat two-piece plate extends to bottom of door. Standard finish is US28 (628) Clear Anodized. Contact factory for additional finishes. Strike For MS® bolt, a strike plate with dust box is furnished. (See 4001-011 on page SW-18). Threshold bolt strike can be a 1/2" diameter hole in metal threshold or, if threshold is wood, 4005 strike is available as an option. • Operation 360° turn of key or thumbturn throws counterbalanced bolt into opposite door and drop bolt into threshold. Key can be removed only when bolts are in a positively locked or unlocked position. Lock accepts any standard 1-5/32" mortise cylinder from either or both sides. Cylinder must have MS® cam. (See page SW-37.) ASSA ABLOY, the global leader in door opening solutions • Adams Rite ASS/KABlCff 10027 8. 51st Street, Ste 102 Phoenix, Arizona 85044 (800) 626-7590 Fax:(800) 232-7329 www.adamsrite.com MS1837 IWo-Point Deadbolt for Wood Doors FACEPLATE 1-1/4 31.75 LOCK MOUNTING PLATE 1 25.4 DIMENSIONS INCHES MILUMETERS Nominal, subject to tolerance extremes. BACKSET INSTALLATION 203.2 30-1/8 765.0 INSTALL ADAPTOR ARM IN LOCK FROM REAR WITH BOLT RETRACTED AS SHOWN. DRIVE PIN THROUGH SLOTS IN LOCK SIDE PLATES, PASSING THROUGH HOLE IN THE ADAPTOR ARM. #12X1-1/4-FUT HEAD WOOD SCREW 5/8 BOLT 15.7 PROJECTION HOW TO ORDER Specify quantity and the following information. Order related hardware separately. BOLT GUIDE >^ #8X1" ^ FLATHEAD WOOD SCREWS (3) If Cylinder Height other than 36" is required, specify exact height from bottom of door to cylinder center. Specify 4005 Strike separately if required for threshold bolt Finish 628 Clear Anodized 605 Bright Brass 313 Dark Bronze Anodlzec 335 Black Anodized STANDARD PACKAGE Basic MS® lock individually boxed with mounting screws. Hexbolt and rod packed separately with face extension plate, screws, bottom bolt guide and attachment pin. Cylinders and/or thumbturn available at extra cost. Shipping weight: 3 Ibs. ©2012 ADAMS RITE MANUFACTURING CO. EXIT CONTROL LOCKS ECL-600 Fire-Rated Exit Control Hardware The ECL-600 is a fire rated, code-compliant, rugged, dependable relatching exit device with a steel plate and photo-luminescent sign providing managed security and a 100 decibel alarm for secondary fire exits. ECL-600 Also available in Black (Cylinders and bar guard sold separately) ECL-620 Benefits Attack resistant design withstands over 2200 Ibs. of outside pull force Proven durability, reliability and long service life at a reasonable price Reduces employee and customer theft Easy to Install Time tested construction resists attack from the inside Easy to see if the lights go out Straightforward operation that everyone understands Features 1" throw dead bolt and 3/4" dead locking latch bolt Relatching for additional security Saw resistant dead bolt Corrosion resistant alloy lock- body 100 decibel alarm, powered by 9-volt battery (included) Accepts 5-pin through 7-pin standard and interchangeable core rim cylinders Durable steel plate with photo luminescent sign Non-handed Locking and unlocking the dead bolt always arms and disarms the alarm Resetting the alarm can only be accomplished with a control key Mechanical Options Gray Finish (Std.) Black Finish (BK) English Push Plate Sign (Std.; Other Languages available (call factory for details) For Panic Hardware see ECL-230D or ECL-230D-PH Accessories • ECL-2100K - Bar Guard Kit - to protect end of bar, when required by code • ECL-445K - Rim Cylinder, 5-pin with two l<eys • ECL-1595-Cylinder Collar required for 6 or 7 pin cylinders Technical information • F90KR - Key Removable Mullion for pairs of doors. Each leaf will operate independently. ' BE-961 - Hard wired Conversion Kit, eliminates battery • ECL-435K Adjustable Surface Keeper Bracket for some double door applications • ECL-620 - Outside Lever Trim (rim cylinder sold separately) • Door Types - Wood, Hollow Metal or Aluminum • Door Thickness - Fits standard 1-3/4"-2-1/4" • Minimum standard door width for ECL-600 is 34" Double Door requirements: Fire Rated (2) ECL-600 (3) ECL-445K Cylinders (1) F90KR Key Removable Mullion (3-hour fire rated to 8'0" high) ' Door stile - Fits minimum 5-3/4" with ECL-437K Strike (Std.) ' Door stile - Fits maximum 1-7/8" with ECL-475 Kit • Machine and Sheet Metal Screws (Std.) ' Optional Sex Nuts or Security Torx Screws Available Riser Diagram Dimensions Single Door Double Doors with Key Removable Mullion Front View |<—5 3/4'^\i 241/8" Listings and Approvals NFPA' Fire Exit Hardware Meets ADA requirements Meets NFPA 80 & 101 for Life Safety, CA Title 19 & ANSl/BHMA BHMA requirements for all Building Codes California State Fire Marshall - 4140-0127:102 Side View 1^3 3/4'^ 00 o Detex Limited Warranty 10 Year Limited Manufacturer's Warranty December 19, 2012 UfiSilsty and Secaity Door Hantware Detex Corporation 302 Detex Drive New Braunfels, Texas 78130-3045 USA PH. (830)629-2900 (800) 729-3839 F/\X (830) 620-6711 (800) 653-3839 http://www.detex.com USA Sales: marketing@detex.com International Sales: export@detex.com SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV* BP DATE. JL Business Name Business, ML Telephone * J. Project Address Zip Code APN* Mailing Address ArWrr-jpy^atiio^t Knuyxi'U\>r(/ N\(irii< A^^Md^ State m. Zip Code Plan File* Project Contact Telephone* ction Agency with The foMowbiQ quMtiona ra|RiMent the facllity't activities, NOT tite speciflc profect deacriptlon. PART I: FIRE DEPAOTMENT - HAZARDOUS MATERIALS DIViaiQM: OCCtyAMCY CI^MFICATIOM: 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 drcled, applicant must contact the Fir jurisdiction prior to plan submittal. Facllity't Squara Footage (induding proposed project): w *Sf)Z. Occupancy Rating: 1. Explosive or Blasting Agents S Organic Peroxides S. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health towards 3. Flammable/CombJstiMe Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Malerials OS. woneofThB?? ^ 4. Flammable Solids 8. Unstable Reactives 12 Radioactives SAN PIEQO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HyARD01« MATERIALS Diyif IONS IHMDJ; If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazanlous Materials Division, 5500 Overiand Awe.. Suite 110, San Dlego questii Call (S58) 505-6700'prior to the issuance of a building permit. FEES ARE REQURED. Project Completion Date: Q (i / 2-1 / \^ Expected Date of Occupancy: Oil 1. 2. 3. 4. 5. 6. 7. YES • • • • • • • NO il •zl (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (checit all that apply). VMII your business dispose erf Hazardous Substances or Medical W&ste In any amount? VWI your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds 200 cubic feet, or carcinogens/reproductive toxins in any quantity? \MII your business use an existing or install an underground storage tank? VWII your business store or handle Regulated Substances (CalARP)? VUll your business use or install a Hazardous Waite TanK System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (Callfbmla's Aboveground Petroleum Storage Act). go, CA 92123. • CalARP Exempt Date Initials • CalARP Required J Date Initials • CalARP Complete J Date Initials PART m.9W WegP CPAMn '^'•F'P>i*?9J>IRPk PlgTBIffTi if answer to any of the questions below Is yes. .. Pollution Control Distnct (APCD), 10124 OW Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition applicant must contaa the Air Pollution Control Distiict ( °" ^ — - — - - pennit. Note: if the answer to questions 4 or 5 Is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prtor to commencing demolition or renovation, excq>t demolition Qf rengvjilHin of residential structures of four units or less. Contact the APCD fbr more information. YES • NO VM the subject facility or construction activities Include operattons or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http;//www.5daDCd.ora/info/facts/permil5-Pdf, and the list of typical equipment requiring an APCD permit on the reverse side of Ihis from. Contact APCD if you have any questions). 2. • j/D (ANSWER ONLY IF QUESTION 11S YES) Will the subject facility be located vriSiin 1,000 feet of ttie outer boundary of a school (K through 12)? (Search the CaMomia School Directory at http://www.c(li8.ca.qov/re^sd/ fbr public and private sdiools or contact the appropriate school district). 3. • J2 i-ias a survey been performed to detennine ttie presence of Asbestos Containing Materials? 4. • yEI WHIihereberenovallonthatinvolveshandlingof any friable asbestos materiais, or disturbing any material ttiat contains non-friable asbestos? 5- • ^ WUl fliere be demolition involving the removal of a ioad supporting structural member? Briel Bfjy describe business activities: . Briefly descrit>e Drpposed project: Idedare undeuienalty of peijury that to ttie best of my knowiedaa-and.belief ttie responses m^de herein are true and correct. Name of Owner or Airthorized Agent Signature of Owner or Authorized Agent Date FIRE DEPARTMENT OCCUPANCV CLASSIFICATION;. BY: FOR OFFICIAL USE ONLY: DATE: EXEIMT OR MO FURTHER MFORIMHON REIMREO RELEASED FOR BULDING PERIIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUMTY-HMD' APCD COUNTY-HMO APCD COUNTY-HMD APCD HM-9171 (02/11) County of San Diego - DEH - Hazardous Malerials Division ^ Development Services <^i^fh ELECTRICAL, Building Division ^ CITY OF MECHANICAL 1635 Faraday Avenue WORKSHEET 76O6022719 B-18 ^^y^[^L.SBy\^) www.carlsbadca.gov Project Address: Permit No.: Information provided below refers to worb being done on the above mentioned permit only. This form must be completed and returned to the Buildinq Division before the permit cun be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains 8 New building sewer line? Ves X No Number of new roof drains? 0 Install/alter water line? NA Number of new water heaters? ^ Number of new, relocated or replaced gas outlets? Q Number of new hose bibs? Q Residential Permits: New/expanded service: Number of new amps: Minor Remodel only: Ves No Commercial/Industrial: Tenant improvement: Number of existing amps involved in this project: Number of new amps involved in this project: 30 New Construction: Amps per Panel: Single Phase Number of new amperes Three Phase Number of new amperes Three Phase 480 Number of new amperes 2 Number of new furnaces, A/C, or heat pumps? New or relocated duct worb? i Ves X No Number of new fireplaces? Q Number of new exhaust fans? ^ Relocate/install vent? Number of new exhaust hoods? ^ Number of new boilers or compressors? Number of HP Q B-18 Page 1 of 1 Rev. 03/09 INDUSTRIAL WASTEWATER DISCHARGE PERMIT ,/ / , SCREENING SURVEY Date f7/H _^ ^ Business Name (_J C^K<^y^ Street Address Email Address Nmd <^^rec i -S'iOApc/'/yi>'h^, PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: {ON REVERSE SIDE CHECK TYPE OF BUSINESS? Check all below that are present at your facility: m Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining/Milling Painting/Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bull< Chemical Storage Metal Casting / Forming Pesticide Manufacturing / Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film / X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap / Detergent Manufacturing Industrial Laundry Waste Treatment/Storage SIC Code(s) (if known): Brief description of business activities (Production / Manufacturing Operations):_ f]f4tAl\ ClrAiiiin^ ^?c{lc^ Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal/day): List hazardous wastes generated (type / volume): A/4. Date operation began/or will begin at this location: Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: Site Contact Signature ENCINA WASTEVVAYE' Title Phone No. rHORITY, 6200 Avenida Encinas Carlsbad FAX: (760)476-9852 0) 438-3941 CB140818 1915 CALLE BARCELONA 134 if/folN- -p f(^, ^4 ^'^^ ^ 52 74s /'//fr,yr^(57<L^/a?^3^ Final Inspection required by: • Plan • CM&I SW •ISSUED •cv. Approved BUIU3ING PLANNING ENGINEERING FIRE ExpedM DIGrrAL FILES Require BJL_ Requlrecff Y N HazMat APCD Health Forms/Fees Sent Rec'd Encina Fire HazHealthAPCD PE&M School Sewer Stormwater Special Inspection CFD: Y N LandUse: Due? By Density: npArea: FY: Annex: Factor: PFF: Y /fT Comments Date Date Date Date Building Planning Engineering Fire Need? • Done • Done • Done a Done