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2111 PALOMAR AIRPORT RD; 100; CB131874; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-12-2013 Commercial/Industrial Permit PérmitNo: CB131874 Building Inspection Request Line (760) 602-2725 Job Address: 2111 PALOMAR AIRPORT RD CBADSt: 100 Permit Type: TI Sub Type: INDUST Status: ISSUED Parcel No: 2130701400 Lot #: 0 Applied: 08/06/2013 Valuation: $89,422.00 Construction Type: NEW Entered By: LSM Occupancy Group: Reference # Plan Approved: 09/12/2013 Issued: 09/12/2013 Inspect Area Plan Check #: Project Title: SPEC SUITE= 2,105 SF TI TO INCLUDE NON BEARING PARTITIONS, CEILING, FIXTURES, HVAC. ALSO 304 SF OF PUBLIC RESTROOM T=24 COMPLIANCE Applicant: . Owner: MICHELE ARNOLD-KUSH . REALTY ASSOCIATES FUND VII L P • C/O TA ASSOCIATES REALTY, 925 FORT STOCKTON DR / 1301 DOVE ST#860 SAN DIEGO CA 92101 . NEWPORT BEACH CA 92660. 619-297-6153 Building Permit / $646.62 Meter Size Add'I Building Permit Fee V. $0.00 Add'I Red. Water Con. Fee . \ $0.00: Plan Check / $452.63 Meter Fee . : $0.00 Add] Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount / '\-. $0.00 : CFD Payoff Fee .. -> $0.00 Strong Motion Fee - : •. $18.78.. PFF (3105540) $0.00 Park Fee : $0.00 PFE (4305540) . $0.00 LFM Fee . $0.00 License Tax (31041 93) '\ $0.00 Bridge Fee '. V, $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 . Traffic Impact Fee (3105541) $0.00 BTD #3 Fee j $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee ..'. $0.90 . PLUMBING TOTAL. $94.00 Add'I Renewal Fee $0.00• ELECTRICAL TOTAL / $41.00 Other Building Fee $0.00 MECHANICAL TOTAL: : $0.00 Pot. Water Con. Fee $0.00. Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee / $0.00 Red. Water Con. Fee $0.00 '- Additional Fees / $0.00 Green Bldg Stands (5B1473) Fee ', '\ . $1.00 HMP Fee / . ?? Fire Expedidted Plan Review \ V .. $250.00 Green Bldg Standards Plan Chk / TOTAL PERMIT FEES / $1,504.03 Total Fees: $1,504.03 Total Payments To Date: $1 50403 Balance Due: $0.00 FINAL APPROVAL Inspector: - Date: . - SI'- /3 Clearance: NOTICE: Please take NOTICE that 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 permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carisbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. I A THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 'PLANNING ENGINEERING BUILDING IFIRE EIHEALTH EHAZMAT(APCD I Building Permit Application Plan Check No. C IS (1f7f 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value 9 '1, Cj ?-- CITY OF Ph: 760-602-2719 Fax: 760-602-8558 CARLSBAD email: biiilding@carlsbadca.gov Plan Ck. Deposit 45 .c"S tIs'.O Date e//..3 ISWPPP www.carisbadca.gov JOB ADDRESS 2111 PALOMAR AIRPORT ROAD CARLSBAD, Ca SUITE#/SPACE#/UNIT 1100 . APN 213 - 070 - 160 - 0 CT/PROJECT # LOT A PHASE B U OF UNITS U BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP 13 J #BEDROOMS III B DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) - - T.I. WILL NOT INCLUDE STRUCTURAL WORK. T.I. AT SUITE 100 WILL INCLUDE NON-LOAD BEARING PARTITIONS ONLY, NEW SUSPENDED CEILINGS INCLUDING NEW LIGHT FIXTURES AND REPLACING ONE SINK. HVAC/ MECHANICAL SYSTEMS ARE TO BE RE-WORKED FOR NEW RIGID DUCTING SYSTEM. SCOPE OF WORK AT RESTROOM'S IS FOR TITLE 24 COMPLIANCE AND NEW FINISHES. ? 10 Ig q pci(i J77ZW1 0q EXISTING USE PROPOSED USE - GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS VACANT SPEC SUITE & RR . I YESEJ#. NO[::] I YESNOE YESNOE APPLICANT NAME (Primary Contact) - MICHELE ARNOLD-KUSH APPLICANT NAME (Secondary Contact)- - - - ADDRESS ADDRESS - - 925 FORT STOCKTON_DR. CITY ' STATE ZIP CITY - STATE - ZIP SAN DIEGO CA 92104 PHONE FAX PHONE FAX 6192976153 _6192996072 EMAIL ' EMAIL -,MICHELE@SAFDIERABINES.COM ___________________________________ PROPERTY OWNER NAME C/O SENTRE PARTNERS TA ADDRESS CONTRACTORASSOCIATES CONTRACTOR BUS. NAME ADDRESS - _2131PALOMAR AIRPORT ROAD 2540GatewayRoad CITY STATE ZIP CITY STATE ZIP CARLSBAD _CA _92011 CARLSBAD CA 92009 PHONE . FAX PHONE FAX 7608040340 760.931.1130 EMAIL EMAIL -.ajohnsoncsentre.com nataIie@whiteconstructioninc.com ARCH/DESIGNER NAME & ADDRESS STATE LIC. A - STATE LIC.# 452513 CLASS . B - CITY BUS. LIC.# I Q 0-'O (Sec. 7051.5 Business and Proressions 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 Contractors License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that 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 l$500H. 1®(13OCOO øO17O®&I Workers' Compensation Declaration: (hereby affirm under penalty of perjury one of the following declarations: . I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. - [I i have and will maintain workers' compensation, as renuired by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurancecaiiier and policy number are: Insurance Co. NEW YORKMARINE ANDGENERALINSURANCECOMPANY Policy No. WCI3BEP0001089 Expiration Date 0110112014 This section need not be completed if the permit is for one hundred dollars ($100) or less. - [J Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, pges as provi dfor 'n Section 3706 of the Labor code, interest and attorney's fees. DATE q, . OQD(DOUO D06'%?0(th (hereby affirm that I am exempt from Contractor's License Law for the following reason: - [I]- I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply loan owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for - sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply loan 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 am exempt under Section Business and Professions Code for this reason: . I personally plan to provide the major labor and materials for construction of the proposed properly improvement IIYes []No I (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address! phone/contractors' license number): , I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/address/phone /contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address! phone! type of work): -. , •' ..PROPERTY OWNER SIGNATURE - - . IZIAGENT - DATE I Ia. ,- .a• a, - - : 'a- - (30CIVIOUG ImOO DØaJ 000 0G)0*(DG8U(D(3G3V0iZG owaiiøa@ 90000VO 00169 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? - - Yes / No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes / No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes '/ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. G008?1CDQ000 11000000 &000C3? hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). - Lender's Name . - Lender's Address O(307 3O00@O I certh'that I have read the application and state thatthe above information is cernectand thatthe information on the plans is accurate. I agree to comptywtth all Cityordinances and State laws telatingto buildingcunstnijction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become nut and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or ysu suspended or abandoned at any time after the work is commenced bra period of 180 days (Section 106.4.4 Uniform Building Code). )KAPPLICANT'S SIGNATURE ., DATE v1 . f L STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE; Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUP A N CY (Comm erci ali- Pr o j e cts E'J - Fax (760) 602-8560, Email bUiIdina(äCarIsbadca.gOv or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. - CO#: (Office Use Only). I - CONTACT NAME , . . . OCCUPANT NAME .. . ADDRESS . ' . - . ' .. BUILDING ADDRESS a CITY .. STATE ZIP CITY STATE . ZIP a j Carlsbad CA * 4 PHONE : FAX EMAIL - . . . . OCCUPANT'S BUS. LIC. No. ,-. • - . DELIVERY OPTIONS PICK UP: .- ,CONTACT (Listed above) . OCCUPANT (Listed above) • - - a - . - CONTRACTOR (On Pg. 1) ... , a ' , ASSOCIATED CB# ;:MAIL TO: . CONTACT (Listed above) a: OCCUPANT (Listed above) - . .'. CONTRACTOR NO CHANGE IN USE NO CONSTRUCTION .. . a .:MAIL /FAX TOOTHER: CHANGE OFUSE/NOCONSTRUCTION U. , . . . . •.''U .. a __•••.-. .APPLICANT'S SIGNATURE - . a a a a a . ..i . I DATE •• • e 1 of 1 Inspection List Permit#: CB131874 Type: TI INDUST SPEC SUITE= 2,105 SF TI TO INCLUDE NON BEARING PARTITIONS, CE Date Inspection Item Inspector _Act Comments 11/01/201389 Final Combo PB AP 10/23/2013 85 T-Bar - RI PM PLS 10/23/2013 85 T-Bar PB AP 10/03/201317 Interior Lath/Drywall PB AP 10/01/2013 14 Frame/Steel/Bolting/Weldin PB AP .10/01/2013 34 Rough Electric PB AP 09/13/2013 84 Rough Combo PB CO k. I / \ CITY OF CARLSBAD INSPECTION RECORD 3uilding Division INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB (i CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbadca.gov/Building AND CLICK ON Request)nsp tion" DATE: q, I?? CB131874 2111 PALOMAR AIRPORT RD 100 SPEC SUITE 2,105 SF TI TO INCLUDE NON BEARING PARTITIONS, CEILING, FIXTURES, HVAC. ALSO 304 SF OF PUBLIC RESTROOM T=24 COMPLIANCE TI INDUST Lot#: RIETC 0" W'-COPY IF YES' IS CHECKED BELOW THAT DIVISIONS APPROVAL IS REQUIRED PRIOR TO REQUESTING A FINAL BUILDING INSPECTION, IF YOU HAVE ANY QUESTIONS PLEASE CALL THE APPLICABLE DIVISIONS AT THE PHONE NUMBERS PROVIDED BELOW. AFTER ALL REQUIRED APPROVALS ARE SIGNED OFF— FAX TO 760-602-8560. EMAIL TO BLDGINSPECTIONS@CARLSBADCA.QL OR BRING IN A COPY OF THIS CARD TO: 1635 FARADAY AVE.. CARLSBAD. CA 92008. BUILDING INSPECTORS CAN BE REACHED AT 760-602-2700 BETWEEN 7:30 AM - 8:00 AM THE DAY OF YOUR INSPECTION. Required Prior to Requesting Building Final It Checked YES 'flrgjrflT CM&I (Engineering Inspections 1 760-438-3891 Call before 2 pm Fire Prevention 760-6024660 Allow 48 hours -I mm Tvne of Intnp*ion Tvne of Insoect1on :1UJI ,)I[c Date Inspector #11 FOUNDATION C.UNDERGROUND DUFER Date Inspector #12 REINFORCED STEEL 7.. CTRIC #66 MASONRY PRE GROUT C SERVICE 0 TEMPORARY 0 GROUT 0 WALL DRAINS T #10 TILT PANELS #39 FINAL #11 POUR STRIPS #41 UNDERGROUND DUCTS & PIPING #11 COLUMN FOOTINGS #14 SUBFRAME 0 FLOOR 0 CE!LING #44 0 DUCT & PLENUM 0 REF. PIPING #15 ROOF SHEATHING #43 HEAT-AIR COND. SYSTEMS #13 EXT. SHEAR PANELS #49 FINAL #16 INSULATION #18 EXTERIOR LATH #81 UNDERGROUND (11,12,21,31) #17 INTERIOR LATH & DRYWALL f'j_s ( #82 DRYWALL,EXT LATH, GAS TES (17,18,23) #51 POOL EXCA/STEEL/BOND/FENCE #83 ROOF SHEATING, EXT SHEAR (13,15) #55 PREPLASTER #84 FRAME ROUGH COMBO (14,24,34,44) #19 FINAL #85 T-Bar(14,24,34,44) 10-Z34 ____________ IUI'I:I I[C Date Inspector j #89 FiNAL OCCUPANCY (19,29,39,49) 1 #22 0 SEWER & BL/CO 0 PL/CO I:l Date Inspector #21 UNDERGROUND _OWASTE_0_WTR #24 TOPOUT DWASTE DWTR A/S UNDERGROUND VISUAL . "N "N #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 DGASTF$T OGASPIPING A/S UNDERGROUND FLUSH N N #25 WATER BEATER A/S OVERHEAD VISUAL '-Z3I3 tZ/c #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/S FINAL F/A ROUGH-IN " #600 PRE-CONSTRUCTION MEETING F/AFINAL #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING AXED EXTINGUISHING SYSTEM FINAL #609 NOTICEOFVIOLATION MEDICAL GAS PRESSURE TEST #610 VERBALWARNING MEDICAL GAS FINAL REV 1Of2fl1 SEE BACK FOR SPECIAL NOTES EsGil Corporation In (Partnership with government for Bui(ding Safety DATE: 8/16/13 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 13-1874 SET:I PROJECT ADDRESS: 2111 Palomar Airport Rd Suite 100 PROJECT NAME: Spec Suite 100 and Common Restrooms - TI LI APPLICANT U' J URIS. LI PLAN REVIEWER Li FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 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. LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should becorrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's' copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El 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. EsGil Corporation staff did advise the applicant that the plan check has been .ompleted. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person REMARKS: I By: Doug Moody Enclosures: EsGil Corporation Li GA LI EJ LI PC 8/8/13 • 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 'City of Carlsbad 13-1874 8/16/13 [DO NOT PAY- THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 13-1874 PREPARED BY: Doug Moody DATE: 8/16/13 BUILDING ADDRESS: 2111 Palomar Airport Rd Suite 100 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: lilA BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 2409 37.12 89,422 Air Conditioning Fire Sprinklers. TOTAL VALUE 89,422 Jurisdiction Code Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: Repetibve Fee qr Repeats Comments: By Ordinance V Complete Review Other LII Hourly EsGil Fee Structural Only Hr. @ * I $646.621 I $420.301 I $362.11I Sheet 1 of 1 macvalue.doc + /#4 PLAN CHECK Community& Economic Development Department CITY O F REVIEW 1635 Faraday Avenue C A D I CB A D TRANSMITTAL Carlsbad CA 92008 i—i U ,-i www.carlsbadca.gov DATE:08/29/13 PROJECT NAME: TA ASSOCIATES PROJECT ID: CB13-1874 PLAN CHECK NO: 1 SET#: ADDRESS: 2111 PALOMAR AIRPORT RD APN: 213-070-160-00 - VALUATION: $89,422 SPEC SUITE STE 100 Z This plan, check review is complete and has been APPROVED by the ENGINEERING Division ' * By: KATHLEEN LAWRENCE 08/29/13 A Final Inspection by the Division is required 1Th'es E2JNo This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Cheek Comments have been sent to: MICHELE@SAFDIERABINES.COM örná ptoyph oñi thee divisions hãy Réubm,tted pIatishduId ihcludë rrectionsfFoThaII d,ions For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 - 760-602-4665 Chris Sexton Kathleen Lawrence Greg Ryan 760-602-4624 760-602-2741 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.Eov Gregorv.Ryan@carlsbadcagov Gina Ruiz - - Linda Ontiveros Li 'Cindy Wong 760-602-4675 • 760-602-2773 760-602-4662 Gina.Ruiz@carisbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.WonE@carlsbadca.gov • 1111 0 Dominic Fieri 760-602-4664 - - Dominic. Fie ri@carlsbadcaov Remarks: - BUILDING PLANCHECK CITY OF CHECKLIST CARLSBAD QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 w.ww.carlsbadca.gov ENGINEERING Plan Check for C131 3-1874 Date 08/29/13 Project Address: 2111 PALOMAR AIRPORT RD APN: 213-070-160-00 SPEC SUITE STE 100 Project Description:. Valuation: $89,422 V.., ENGINEERING Contact Kathleen Lawrence Email kathleen.lawrence@carlsbadca.gov Phone: 760-602-2741 Fax: 760-602-1052 - LI RESIDENTIAL INTERIOR Ev TENANT IMPROVEMENT LI RESIDENTIAL ADDITION MINOR LI PLAZA CAMINO REAL (<$20,000.00) LI CARLSBAD PREMIER OUTLETS LI COMPLETE OFFICE BUILDING LIOTHER POSEIDON DESAL WALLS 1 - I [ OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY KATHLEEN LAWRENCE DATE 08/29/13 REMARKS NO ENG. FEES BLDG AT 100% PER BOOK Notification of Engineering APPROVAL has been sent to MICHELE@SAFDIERABINES COM I via EMAIL on 08/29/13 E 36 Page 1 of 1 REV 4130/11 PLANNING DIVISION Development Services BUILDING PLAN CHECK Planning Division 1635 Faraday Avenue C T 0 F APPROVAL (760) 602-4610 CAR LS BAD P29 -; DATE: 8/8/13 PROJECT NAME: T.I. PROJECT ID: PLAN CHECK NO: CB131874 SET#: ADDRESS: 2111 PALOMAR AIRPORT RD APN: This Olan check review is complete and has been APPROVED by the PLANNING Division. By: GINARUIZ A Final Inspection by the PLANNING Division is required Yes Z No You 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. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. - Plan Check APPROVAL has been sent to: MICHELE@SAFDIERABINES.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: - - ; •- PLANNING -- ENGINEERING FIRE PREVENTION 4 4 760-602-4610 760 602 2750 760 602 4665 Chris Sexton Kathleen Lawrence Greg Ryan 760-602-4624 760-602-2741 760-602-4663 Chris.Sexton@carIsbadca.gov KathIeen.Lawrence@carIsbadca.gov Greporv.Rvan@carIsbadca.gov Gina Ruiz Linda Ontiveros Cindy Wong 760-6024675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@cansbadca.gov - .- Dominic Fier! 760-602-4664 - Dominic.Fieri@carlsbadca.gov Remarks: 4 - 'I'ageIoti 13LDc1 DEPT COPY CORRECTION LIST Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire©sbcglobal.net APPLICANT: Michele Arnold Kush Checked by: Daryl Kit James Date: August 7,2013 JURISDICTION: Carlsbad Fire Department PROJECT NAME: Spec Suite TI ADDRESS: 2111 Palomar Airport Rd. Ste. 100 PROJECT DESCRIPTION: CB131874 2,105s TI to include Non-load bearing partitions only, new suspended ceilings including new light fixtures and replacing one sink. HVAC/Mechanical Systems are to be re-worked for new rigid ducting system, scope of work at 304s RR is for T24 compliance and new finishes. * This plan was reviewed to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. IkESU 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 (EsGiI) 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 COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS, TO AVOID DELAY: - DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 PELIVEIE COMMENTS - Additional comments made be generated by responses to the following comments. TS.1 Sheet Index Revise sheet ST.2 to SP.2 Deferred Submittals Provide the FolIoA,ing List of Deferred Submittals Fire Sprinkler System 2010 CFC 903 and 2010 NFPA 13. Fire Alarm System 2010 CFC 907 including CFC 907.2 sections specific to occupancy groups and 2O1ONFPA72 rage 2 Ot a Additional Notes Note 1. Revise code edition to read, 2010 Edition of NFPA 13. EX.3 General Disabled Access Signage Note 14. Revise CBC Chapter 10 code section references. T1.4 Demolition Plan Legend * Provide a symbol and description for diagonal lines (Fire Riser Room/Office 105) It Doors Door N-I - Specify if glass is tempered. Door N-3 is not shown on Partition Plan. Re-label two new rest room doors and coordinate with description of doors. Add smoke seals to description. Partition Plan Revise reference to 711-1 (not used) Add a note: All doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. T1.7 RCP Notes Note 4. Add "Deferred Submittal" to this note. TI.8 & TI.8.1 Rated Partition Details Include ICC evaluation report #, UL Listing or reference to Item number in 2010 CBC Table 720.1(2). TI.1I Finish Plan Keynotes Add a note: All finish materials shall comply with CBC Chapte 8. Provide specifications and California State Fire Marshal listings or other acceptance criteria for flame spread and smoke developed index for new carpet, padding-and carpet base. CFC 804 Provide specifications and California State Fire Marshal listings or other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards. CBC 803.1.2 E2.0 Photometric Plan Denote the means of egress, foot-candle illumination level, at the walking surface on a photometric plan. The means egress system consists of the Exit Access, Exit and Exit Discharge. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means of egress system between the exit access and the exit discharge or public way. CBC 1006.2. Carlsbad Fire Department BLDG. DEPT COPY 4. Plan Review Requirements Category: TI , INDUST Date of Report: 09-11-2013 Reviewed by: Name: MICHELE ARNOLD-KUSH Address: 925 FORT STOCKTON DR I SAN DIEGO CA 92101 Permit #: CB 131874 Job Name: SPEC SUITE= 2,105 SF TI TO Job Address: 2111 PALOMAR AIRPORT RD CBAD St: 100 INCOMPLETE Th ism yu have suthte4 f i'i.' i P t'i time, this aiint aJ.jukly JIiJLLt a j%.yLy lu J.,Liiii111 8rnlie1ee with the aPV48@146 @8 -9 @8 aiJsr anüs. Please vir - - t.i 4-1. .:t. -.---3 It - Cond: C0N0006639 [MET] APPROVED: 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 OR APPROVE THE VIOLATION OF ANY LAW. Entry: 09/11/2013 By: df Action: AP rage 1 01: 2 BLDG DEPT COPY CONDITIONAL RECOMMENDATION FOR APPROVAL CONDITIONS - Over the Counter Revisions Required for the Following: Relocate Sheet TI .8.1 so that it follows Ti .8. TS. 1- Revise NEPA to NFPA EX.3 - Note 14. Revise reference to 1007.6.5 to 1007.9 Till -_Provide specifications containing flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 Daryl K. James & Associates, Inc. ' . Checked by: Daryl Kit James. 205 Colina Terrace . Date: August 26, 2013 Vista, CA 92084 . T. (760) 724-7001 Email: kitfire©sbcglobal.net APPLICANT: Michele Arnold 7 -i5-3 JURISDICTION: Carlsbad Fire Department PROJECT NAME: Spec Suite TI ADDRESS: 2111 Palomar Airport Rd. Ste. 100 PROJECT DESCRIPTION: CB131874 2,105m TI to include Non-load bearing partitions only, new suspended ceilings including new light fixtures and replacing one sink. HVAC/Mechanical Systems are to be re-worked for new rigid ducting system, scope of work at 304s RR is for T24 compliance and new finishes. .. This plan was reviewed to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. PLEASE REVISE THE REMAINING COMMENTS, SHOWN IN BLUE FONT, OVER THE COUNTER: TS.1 VSheet Index Revise sheet ST.2 to SP.2 Deferred Submittals Provide the Following List of Deferred Submittals v'Fire Sprinkler System 2010 CFC 903 and 2010 NFPA 13. Fire Alarm System 2010 CFC 907 including CFC 907.2 sections specific to occupancy groups and 2010 NFPA 72. Revise NEPA to NFPA VAdditional Notes Note 1. Revise code edition to read, 2010 Edition of NFPA 13. EX.3 . . General Disabled Access Signage Note 14. Revise CBC Chapter 10 code section references. Revise reference to 1007.6.5 to 1007.9 VTI.4 Demolition Plan Legend Provide a symbol and description for diagonal lines (Fire Riser Room/Office 105) V VDoors Door N-I - Specify if glass is tempered. rage zoiz Door N-3 is not shown on Partition Plan. Re-label two new rest room doors and coordinate with description of doors. Add smoke seals to description. i/Partition Plan Revise reference to 71T-1 (not used) Add a note: All doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. VTI.7 RCP Notes Note 4. Add "Deferred Submittal" to this note. i/TI.8&TI.8.1 Rated Partition Details Include ICC evaluation report #, UL Listing or reference to Item number in 2010 CBC Table 720.1(2). TI.11 Finish Plan Keynotes i/Add a note: All finish materials shall comply with CBC Chapter 8. Provide specifications containing flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 Photometric Plan . Denote the means of egress, foot-candle illumination level, at the walking surface on a photometric plan. The means egress system consists of the Exit Access, Exit and Exit Discharge. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means of egress system between the exit access and the exit discharge or public way. CBC 1006.2. END OF COMMENTS Page lot 3 CORRECTION LIST Daryl K. James & Associates, Inc. Checked by: Daryl Kit James 205 Colina Terrace Date: August 7, 2013 Vista, CA 92084 T. (760) 724-7001 Email: kitfiresbcglobal.net APPLICANT: Michele Arnold Kush JURISDICTION: Carlsbad Fire Department PROJECT NAME: Spec Suite TI ADDRESS: 2111 Palomar Airport Rd. Ste. 100 PROJECT DESCRIPTION: CB131874 2,1050 TI to include Non-load bearing partitions only, new suspended ceilings including new Iight.fixtures and replacing one sink. HVAC/Mechanical Systems are to be re-worked for new rigid ducting system, scope of work at 304i RR is for T24 compliance and new finishes. . This plan was reviewed to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved 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: DaryI K. James 760-724-7001 or kitfire@sbcglobal.net. COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS, TO AVOID DELAY: . DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE . S VISTA, CA 92084 S BE SURE TO SHIP REVISED PLAN CHECK SET AS NO SIGNATURE REQUIRED TO ACCEPT DELIVERIES. . COMMENTS - Additional comments made be generated by responses to the following comments. TS.1 Sheet Index Revise sheet ST.2 tO.SP.2- CHANGED AT TITLE SHEET Deferred Submittals CHANGED AT TITLE SHEET S Provide the Following List of Deferred Submittals S Fire Sprinkler System 2010 CFC 903 and 2010 NFPA 13. Fire Alarm System 2010 CFC 907 including CFC 907.2 sections specific to occupancy groups and 2010NFPA72 S Page 20t3 Additional Notes Note 1. Revise code edition to read- 201.0 Edition of NFPA 13. ADDED NOTE TO ADDITIONAL NOTES EX.3 General Disabled Access Signage Note 14. Revise CBC Chapter 10 code section references. REVISED REFERENCES TI.4 Demolition Plan Legend Provide a symbol and description fordiagonal lines (Fire Riser Room/Office 105)- ADDED TO LEGEND TI.5 Doors Door N-i - Specify if glass is tempered.- ADDED TO NOTES Door N-3 is not shown on Partition Plan. Re-label two new rest room doors and coordinate with description Of doors. Add smoke seals to description.- RELABLED ON FLOOR PLAN & ADDED TO NOTES . Partition Plan Revise reference to 7/T-1 (not used) REFERENCE CHANGED TO .1 TI-8.1 Add a note: All doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. ADDED NOTE TO DOOR DESCRIPTION TI.7 RCP Notes Note 4. Add "Deferred Submittal" to this hote. ADDED TO NOTE T1.8 & T1.8.1 Rated Partition Details Include ICC evaluation report #, UL Listing or referenceto Item number in 2010 CBC Table 720.1(2). ITEM #13.1.1 ADDED TO 1 TI-8.1 TI.I1 Finish Plan Keynotes Add a note: All finish materials shall comply with CBC Chapter 8. ADDED NOTE Provide specifications and California State Fire Marshal listings or other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 ADDED NOTE Provide specifications and California State Fire Marshal listings or other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards. CBC 803.1.2 ADDED NOTE REFERENCE E2.0 S Photometric Plan Denote the means of egress, foot-candle illumination level, at the walking surface on a photometric plan. The means egress system consists of the Exit Access, Exit and Exit Discharge. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means. of egress system between the exit access and the exit discharge or public, way. CBC 1006.2. PLAN HAS BEEN PROVIDED HTK HOROWITZ TAYlOR KUSHKAIU STeUCTURAt ENGINEERS STRUCTURAL CALCULATIONS PROJECT: It" L Li -5 itT. DESIGN ASSUMPIIONS: CONCRETE STRENGTH AT TWENTY EIGHT DAYS: PSI MASONRY: GRADE "N' CONCRETE BLOCK F • M — PSI MORTAR: TYPE S 1,800 PSI GROUT: 2000 PSI REINFORCING STEEL: A-615 GRADE 40: #4 AND LESS (UO.N.) GRADE 60 #5 AND LARGER STRUCTURAL STEEL: A-36 LUMBER. DOUGLAS FIR-LARCH JOISTS #2 BEAMS AND POSTS #2 STUDS STUD OR BETTER SEISMIC FORCE: - — REPORT BY: 9OFESS, M. LU No. EXP.12131/I3k7 *1 WIND FORCE: DESIGN LOADS: ROOF DEAD LOA.) :SLOPING FLAT REPORT NO.:___________ FLOOR DEAD LOAD INT. SOIL PRESSURE: - WALL DEAD LOAD EXT. ROOFING I FLOORING INTERIOR 10 PSF PLYWOOD / PLYWOOD EXTERIOR 16 PSF JOISTS / JOISTS INSUL. & CLG. / INSUL & CLG. z MISC. / MISC. TOTAL = I TOTAL = ROOF LIVE LOAD / FLOOR LIVE LOAD SLOPING / INTERIOR 40 PSF FLAT I BALCONY 60 PSF (U.O.N.) / EXIT WALKWAY 100 PSF These calculations are limited only to the items included herein, selected by the client and do not imply approval of any other portion of the structure by this office. These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. (Job No. Designed By Date r OZI /, San Diego - 14288 Danielson Street. Suite # 200, Poway, CA 92064, 858-619-8989, Fax 858-619-8959 Las Vegas -2350 So. Jones 0101, Las Vegas. NV 89146, 702-505-8225, Fax 702-215.5801 C# L-ii-J9 l2r s-i p/c k fOt2 L212 CVL- 'I rv' - O( X - K r 0 4- Structural (T) Track Section Properties " / Design - _Gross,, ,, - Eflâtivè 33ki, Effective 5Oki' .: . ,Torslonit Thickness Area Wetghi lxx Sxx Ax lyy Ry lxx Sex Me Va Ycg lxx Sx, Ma Va Ycg -J Cw, Xc Ro Section (in) (in2) (lb/ft) (in') n3) (in) en') (in) (in (lxx) (in-k) (Ib) (in) (in3) (in-k) jIbI jinj _n) n6) (,ir1 .(in) - 'B 400TI25-181 0.0188 0.122 0.42 0.300 0.145 1.566 0.017 0.373 0.243 0.072 1.43 146 2.634 0.014 0.052 -0.647 1.735 0.861 4001125-27 0.0283 0.184 0.63 0.449 0.217 1.562 0.025 0.372 0.380 0.156 3.08 494 2.306 0.049 0.077 -0.641 1.729 0.862 4601125-30 0.0312 0.203 0.69 0.495 0.239 1.562 0.028 0.371 0.427 0.176 3.49 661 2.289 0.066 0.085 -0.640 1.729 0.863 400T125-33 0.0346 0.225 0.76 0.549 0.265 1.563 0.031 0.371 0.464 0.201 3.97 901 2.272 0.090 0.094 -0.639 1.728 0.863 4001125.43 0.0451 0.293 1.00 0.716 0.344 1.553 0.040 0.369 0.666 0.282 5.57 1777 2.227 0.198 0.122 -0.635 1.727 0.865 4001125-54 0.0566 0.367 1.25 0.904 0.431 1.569 0.049 0.366 0.882 0.381 7.53 2799 2.191 0.849 0.359 10.74 3446 2.234 0.392 0.153 -0.631 1.730 0.867 400T125-68 0.0713 0.462 1.57 1.150 0.541 1.577 0.061 0.363 1.150 0.517 10.22 3664 2.159 1.134 0.488 14.62 5468 2.202 0.783 0.193 -0.627 1.736 0.870 4001150-27 0.0283 0.198 0.67 0.509 0.246 1.602 0.042 0.461 0.409 • 0.154 3.04 494 2.420 0.053 0.127 -0.834 1.664 0.800 4001150-30 0.0312 0.218 0.74 0.561 0.271 1.603 0.046 0.461 0.458 0.183 3.61 661 2.359 0.071 0.139 -0.833 1.864 0.800 4001150-33 0.0346 0.242 0.82 0.622 0.300 1.603 0.051 0.460 0.519 0.208 4.12 901 2.342 0.097 0.154 -0.831 1.863 0.801 4001150-43 0.0451 0.315 1.07 0.811 0.390 1.604 0.066 0.458 0.719 0.293 5.80 1777 2.294 0.214 0.200 -0.827 1.862 0.803 4001150-54 0.0566 0.396 1.35 1.025 0.489 1.610 0.082 0.456 0.960 0.399 7.89 2799 2.253 0.918 0.374 11.19 3446 2.301 0.422 0.251 -0.823 1.865 0.805 4001150-68 0.0713 0.498 1.69 1.306 0615 1,619 0.102 0.453 1.286 0.548 10.82 3664 2.214 1.237 0.513 15.35 5468 2.264 0.844 0.318 -0.818 1.870 0.808 4001200-33 0.0346 0.277 0.94 0.758 0.371 1.666 0.113 0.639 0.581 0.220 4.34 901 2.469 - . 0.110 0.335 -1.240 2.173 0.674 400T200-43 0.0451 0.360 1.23 1.002 0.482 1.668 0.146 0.637 0.811 0.311 6.14 1777 2.418 0.244 0.435 -1.235 2.171 0.676 4001200-54 0.0566 0.4.52 1.54 1.268 0.604 1.675 0.182 0.635 1.093 0.426 8.42 2799 2.374 1.037 0.397 11.88 3446 2.426 0.483 0.549 -1.231 2.173 0.679 4001200-68 0.0713 0,569 1.94 1.617 0.761 1885 0.227 0.632 1.485 0591 11.68 3664 2.327 1.412 0.549 16.42 5468 2.385 0.965 0.699 -1226 2.178 0.683 550112527 0.0283 0.226 0.77 0,948 0.336 2.046 0.027 0.348 0.836 0.207 4.09 357 3.337 , 0.060 -=------- 0.160 -0.550 2.15 0.935 550T125-30 0.0312 0.250 0.85 1.045 0.370 2.046 0.030 0.347 0.931 0.252 4.97 478 3.223 0.081 0.176 -0.549 2.147 0.935 5501125-33 0.0346 0,277 0.94 1.159 0,41G 2.046 0.033 0.346 1,042 0.312 6.16 652 3.094 0.110 0.194 -0.547 2.146 0.935 5501125.43 0.0451 0.360 123 1,510 0.533 2.047 0.043 0,344 1.417 0.451 8.91 1443 2991 0.244 0.251 -0,544 2,146 0.905 550T125-54 0.0566 0.452 1.54 1.903 0.668 2.052 0.053 0,342 1.861 0.602 11.89 2799 2.949 1.600 0.572 17.13 2859 2997 0.483 0.314 4540 2.149 0.937 550T125-68 0.0713 0.569 1.94 2.412 0.639 2.056 0.066 0.339 2.412 0.807 15.95 4442 2.913 2.379 0.769 23.02 5468 2.960 0.965 0395 -0.536 2.154 0.936 5501150-27 0.0283 0,241 0.82 1.059 0,376 2.098 0.046 0.436 0.893 0.207 4.10 357 3.460 ' 0.064 0.262 -0.724 2.262 0.898 550T150-30 0.0312 0.265 0.90 1.168 0,414 2.098 0.050 0.435 0.995 0.251 4,96 478 3.349 0.086 0.288 -0.723 2.262 0.898 5501150-33 0.0346 0.294 1.00 1.295 0.459 2.099 0.055 0.434 1.115 0.310 6.12 652 3.224 0.117. 0.319 -0.721 2.261 0.898 5501150-43 0.0451 0.383 1.30 1.688 0.596 2.099 0.072 0.432 1.516 0.468 9.25 1443 3.066 , 0.260 0.412 -0.717 2.260 0.899 5501150-54 0.0566 0.480 1.63 2.128 0.747 2.105 0.089 0.430 2.005 0.628 12.41 2799 3.020 1,928 0.595 17.81 2859 3.072 0.513 0.517 -0.714 2.264 0.901 5501150-68 0.0713 0.605 2.06 2.699 0.939 2.112 0.110 0.427 2.660 0.850 16.80 4442 2,974 2.569 0.804 24.07 5466 3.029 1.025 0.652 -0.710 2.269 0.902 5501200-33 0.0348 0.329 1.12 1.567 0.555 2.184 0.123 0.613 1.246 0307 6.06 - 652 3,453 0.131 0.692 -1.097 2.52 0.810 5501200-43 0.0451 0.428 1.46 2.043 0.722 2.185 0.160 0.611 1.690 0.495 9.79 1443 3.209 . 0.290 0.898 -1.093 2.52 0.612 550T200-54 0,0566 0.537 1.83 2.578 0.905 2.191 0199 0.609 2253 0.669 13.21 2799 3.158 2,153 0.63 18.86 2859 3.215 0.573 1.129 -1.089 2.52 0.814 5501200-66 0.0713 9.676 2.30 3274 1,139 2200 0248 0.606 3027 0.914 1806 4442 3.103 2.894 0.857 25.67 5468 3.166 1.146 1.428 -1.084 253 0.816 6COT125-271 0.0283 0.241 0.82 1.168 0.381 2.204 0.028 0.340 1.041 0.225 4.44 327 3.693 0.064 0.195 -0.525 2.291 0.948 6001125-30 0.0312 0.265 0.90 1.288 0.419 2.204 0.031 0.340 1.159 0,272 5.37 438 3.573 '0.086 0.214 -0.524 2.291 0.948 6001125.33 0.0346 0.294 1.00 1.428' 0.465 2.204 0.034 0.339 1.297 0.335 6.62 597 3.438 , 0.117 0.237 0.523 2.291 0.948 6001125-43 0.0451 0.383 1.30 1.861 0.604 2.205 0.044 0.337 1.750 0.515 10.17 1321 3.244 0.260 0.306 '0.519 2.290 0.949 6001125-54 0.0566 0.480 1.63 2.344 0.756 2.209 0.054 0.335 2.294 0.685 13.53 2617 3.202 2.221 0.653 19.55 2617 3.250 0.513 0.383 '0.516 2.293 0.949 6001125-68 0.0713 0.605 2.06 2.969 0.950 2.215 0.067 0.332 2.969 0.916 18.09 4442 3.164 2.930 0.874 26.17 5251 3.211 1.025 0.481 .0.512 2.298 0.950 6001125-97 0.1017 0.862 2.93 4.281 1.347 2.228 0.092 0.326 4.281 1.347 30.43 7850 3.178 4.281 1.347 40.33 11124 3.178 2.973 0.681 -0.504 2.308 0.952 BOOTI 50-271 0.0283 0.255 0.87 1.300 0.424 2.260 0.047 0.427 1.109 0.225 4.46 327 3819 0.068 0.319 -0.694 2.402 0.917 6001158-30 00312 0.281 0.96 1.433 0.467 2260 0.051 0.427 1.235 0.272 5.38 438 3.701 0.091 0351 -0.693 2 402 0.917 6001150-33 0.0346 0.311 1.06 1.590 0.517 2.260 0.057 0.426 1.385 0.335 6.61 597 3.569 0.124 0.389 -0.691 2.401 0.917 6001150-43 0.0451 0405 1.38 2.072 0.673 2.261 0.073 0.424 1.866 0.534 10.55 1321 3321 0.275 0.503 -0.687 2.400 0.919 6001150-54 0.0556 050C 1.73 2.611 0.843 2.266 0.091 0.422 2.464 0.714 1411 2617 3274 2.374 0.678 20.30 2617 3.327 0543 0.630 -0.684 2.404 0.919 6001150-68 0.0713 0.641 - 2.18 3.309 1.059 2.273 0.113 0.419 3.262 0.963 19.03 4442 3.227 3.154 0.913 27.34 5251 3.282 1.086 0.794 -0.680 2.409 0.920 6001150-97 0.1017 0.913 3.11 4.778 1.504 2.288 0.156 0.413 4.778 1.504 29.71 7850 3.178 4.778 1.444 43.23 11124 3.222 3.148 1.131 -0.672 2.420 0.923 6001200-33 0.0346 0.346 1.18, 1.913 0.622 2.352 0.126 0.604 1.542 0.333 6.59 597 3.803 0.138 0.845 -1.057 2.648 0.841 6001200-43 0.0451 0.451 1.53 2.494 0.809 2.353 0.163 0.602 2.076 0.565 11,16 1321 3.469 0.305 1.095 -1.053 2.647 0.842 600T200-54 0.0566 0.565 1.92 3.145 1,015 2.359 0.203 0.600 2.759 0.759 15.00 2617 3.416 2.641 0.717 21.48 2617 3.475 0.604 1.376 -1.049 2.650 0.843 6001200-68 0.0713 0.712 2.42 3.990 1.277 2.367 0.254 0.597 3.696 1.034 20.42 4442 3.360 3.540 0.973 29.12 5251 3.424 1.206 1.739 -1.045 2.656 0.845 6001200-97 0.1017 1 1,015 3.45 5.773 1.816 2.385 0.354 0.591 15.773 1.667 32.95 7850 3.276 15.558 1.568 46.94 11124 3.345 1 3.499 2.496 -1.036 2.667 0.849 1 Web-height to thickness ratio exceeds 200. 1Web stiffeners are required at all support points and concentrated loads See Section Properties 'Fable Notes on page 6. 10 •- 2" L SSMA Design Effectivé331&i . EtfectIve5Oksi 1 'roisIorTh i Thicthens Area Weigh!, lax Sxx fix Iyy fly In Ma Va .Ycg lxx Sax Ma Va Yc J 3 Cw Xo Rb Secban .,j (ml (Ibj (in') (in3) in) (in') (in) . 'jn) (mn( (in-k) (ib) (in (iii) 250S137.33 0.0346 0.197 0.67 0.203 0.163 1.015 0.052 0.515 0.203 0.156 3.09 1040 1.272 0.079 0.075 -1.170 1.633 0.486 250S137-43 0.0451 0.255 0.87 . 0.261 0.208 1.010 0.067 0.511 0.261 0.205 4.53 1350 1.260 0.173 0.094 -1.158 1.620 0.489 250S137-54 0.0566 0.316 1.07 0.318 0.255 1.004 0.080 0.504 0.318 0.255 5.76 1658 1.250 0.318 0.244 8.22 2510 1.274 0.337 0.113 .1.150 1.608 0.488 250S137-68 0.0713 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0.386 0.309 7.19 2017 1.250 0.386 0.308 10.65 3057 1.251 0.661 0.134 -1.142 1.593 0.486 250S162-33 0.0346 0.223 0.76 0.235 0.188 1.027 0.087 0.624 0.235 0.180 3.55 1040 1.274 0.089 0.144 -1.501 1.923 0.390 250S162-43 0.0451 0.269 0.98 0.302 0.242 1.022 0.111 0.620 0.302 0.240 5.22 1350 1.253 0196 0.182 -1.489 1.909 0.392 250S162-54 0.0566 0.358 1,22 0.370 0296 1.016 0.135 0613 0.370 0.296 657 1656 1.250 0.370 0.288 862 2510 1,267 0.383 0.219 -1.482 1.898 0391 250S162-68 0.0713 0.443 1,51 0.450 0.360 1.007 0.162 0.605 0.450 0360 8.21 2017 1,250 0450 0357 1210 3057 1.255 0752 0.262 -1.474 1885 0389 350S162-33 0.0346 0.258 0.88 0.508 0.290 1.404 0.098 0.617 0.508 0.279 5.50 1046 1.779 0.103 0.273 -1.351 2.044 0.563 350S162-43 0.0451 0.334 1.14 0,654 0.374 1,400 0.125 0.612 0.654 0.372 8.08 1777 1.755 0.227 0.345 -1.339 2.031 0.565 350S162-54 0.0566 0.415 1,41 0.804 0,460 1.392 0,152 0.606 0.804 0.460 10.20 2403 1.750 0.804 0,447 13.37 3446 1.773 0.443 0.418 -1.331 2.019 0.566 350S162-68 00713 0.515 1.75 0.985 0.563 1.383 0,184 0597 0985 0563 1283 2959 1.750 0.985 0.557 18.89 4483 1.758 0872 0503 .1,321 2.004 0.565 0.094 0,162 -1,026 1,826 0.684 362S137-33 0.0346 0.236 0.80 0,479 0.264 1,424 0.059 0.501 0479 0.254 5.02 1039 1,842 362S137-43 0.0451 0306 1.04 0.616 0.340 1,41 0.075 0.497 0.616 0.334 7.38 1777 1.826 0.207 0.204 -1,015 1.814 0,687 362S137-54 0.0566 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0,417 9.43 2497 1,812 0.756 0.400 13.47 3446 1,844 0.405 0.246 -1.006 1.801 0.688 362S137-68 0.0713 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.509 11.97 3076 1.812 0.922 0.508 17.56 4661 1.514 0.797 0.294 -0.996 1.784 0.689 3625162-33 0,034.6 0.262 0.89 0.551 0.304 1.450 0.099 0.616 0.551 0.292 5.77 1039 1.843 0.105 0.293 '1.335 2.065 0.582 362S16243 0.0451 0.340 1.16 0.710 0.392 1.445 0.127 0.611 0.710 0.389 8.46 1777 1.818 0.230 0.371 -1.323 2.052 0.585 362S162-54 0.0566 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.873 0.481 10.69 2497 1.812 0.873 0.468 14.00 3446 1.836 0.451 0.449 -1.314 2.040 0.585 362S162-68 0.0713 0.524 1.78 1.069 0.590 1,429 0.186 0.596 1.069 0.590 13.44 3076 1.812 1,069 0.584 19.80 4661 1.820 0.887 0.540 -1.305 2.024 0.585 362S200-33 0,0346 0.297 1.01 0,648 0358 1.478 0.177 0.772 0.643 0.318 6,29 1039 1.808 0118 0.571 -1.770 2.432 0.470 362S20043 0.0451 0.385 1.31 0.836 0491 1.474 0.221 0,767 0.836 0,448 8.85 1777 1.834 0.261 0.726 -1.758 2,419 0472 362S200-54 0.0566 0.479 1,63 1.030 0568 1.467 0277 0.761 1.030 0568 12.36 2497 1,812 1.030 0.509 1525 3446 1.8.98 0.511 0.884 -1.750 2.407 0471 362S200-68 0.0713 0.595 2,02 1.265 0698 1.458 0.337 0,753 1265 0693 15.54 3076 1.812 1.265 0.673 22.34 4661 1,344 1.008 1.070 -1.741 2.393 0.470 400S137-33 0.0346 0.249 0.85 0.603 0.301 1.556 0.061 0.496 0.603 0.290 5.74 936 2.031 '6'200 0.099 0. -0.987 1.908 0.732 400S137-43 ' 0.0451 0.323 1.10 0.776 0.388 1.551 0.078 0.491 0.776 0.382 8.43 1777 2.014 0.219 0.253 -0.976 1.897 0,735 400S137-54 ' 0.0566 0.401 1.36 0.953 0.477 1.542 0.094 0.484 0.953 0.477 10.78 2777 2.000 0.953 0.457 15.40 3446 2.034 0.428 0.305 -0.967 1.884 0.737 400S137-68 0.0713 0.497 1.69 1,165 0.582 1.531 0.112 0.475 1.165 0.582 13.58 3429 2.000 1.165 0.581 20.10 5196 2.002 0842 0.365 -0.956 1.866 0.738 400S162-33 0.0346 0.275 094 0692 0.3413 1.586 0103 0.611 0.692 0.332 6.57 936 2.032 0.110 0.358 -1.288 2.133 0.635 400S162-43 00451 0357 121 0.892 0.446 1,581 0.131 0606 0.892 0.443 9.63 1777 2.006 0.242 0.453 -1.276 2.121 0.638 4005162-54 0.0566 0443 1.51 1098 0.549 1.574 0159 0.600 1.098 0.549 12,18 2777 2.000 1.098 0533 15.96 3446 2;026 0,473 0.550 -1.268 2.108 0.638 400S162-613 0.0713 0.550 1.87 1.346 0.673 1.564 0.192 0,591 1,346 0,673 15.34 1429 2.000 1.346 0.666 22.60 5196 2.009 0.933 0.663 -1.258 2.092 0.639 400S200-33 0.0346 0.310 1.05 0.812 0.406 1.619 0.183 0.769 0.805 0.362 7.16 936 2.091 0.124 0.689 -1.715 2.481 0.522 400S200-43 0.0451 0.402 1.37 1.047 0.524 1.615 0.235 0.764 1,047 0.509 10.06 1777 2.023 0.272 0.876 -1.703 2.468 0.524 400S200-54 0.0566 0.500 1.70 1.292 0.646 1.608 0,287 0.758 1.292 0.646 14.06 2777 2.000 1.292 0.580 17.36 3446 2.091 0.534 1.068 -1.695 2.456 0.524 400S20068 00713 0.622 2,12 1589 0795 1.599 0349 0.750 1,589 0.795 17,68 3429 2000 1589 0766 25.41 5196 2.035 1.054 1295 -1.686 2441 0.523 550S162-33 0.0346 0327 1.11 1458 0.530 2.112 0=1111=3=2=025=89 1.458 0.512 1011 670 2787 0130 0704 -1.134 2.468 0,789 550S162-43 0.0451 0.424 1 44 1,883 0.685 2.107 0145 0.584 1,983 0681 14.79 1487 2.757 0.288 0.894 .1.123 2458 0.791 550S164 0.0566 0.528 1.80 2324 0345 2.098 0,176 0577 2.324 0.845 1876 2799 2.750 2.324 0821 24.59 29672.782 0564 1.088 -1.114 2,445 0.792 550S1628 00713 0.657 2.24 28611.040 2086 0.212 0568 2861 1.040 2312 4442 2.750 2861 1031 3494 5468 2761 1.114 1.316 4.103 2427 0793 600S137.33 0.0346 0.318 1.08 1.582 0.527 2.229 0.069 0.464 1.582 0.510 10,07 612 0 3.039 ' 0.127 0.493 -0.823 2.421 0.884 600S137-43 0.0451 0.413 1.41 2.042 0.681 2.223 0.087 0.459 2.042 0.670 14.80 1358 3.018 0.280 0.625 -0.813 2.411 0.886 600S137'54 0.0566 0.514 1.75 2.518 0.839 2.213 0.105 0.452 2.518 0.839 18.98 2708 3.000 2.518 0.809 27.23 2708 3.042 0.549 0.757 -0.804 2.398 0.888 600S137-68 0.0713 0.640 2.18 3.094 1.031 2.200 0.125, 0.443 3.094 1.031 24.05 4442 3.000 3.094 1.029 35.60 5468 3.002 1.084 0.911 -0.793 2.380 0.889 600S137-97 0.1017 0.889 3.03 4,188 1.396 2.170 0,159 0,422 4.188 1.396 34.48 7372 3.000 4.168 1.396 50.80 11124 3.000 3.066 1.179 -0.770 2.341 0.892 600S162-33 0.0346 0.344 1,17 1.793 0.598 2282 0116 0.581 1.793 0.577 1141 612 3.039 0137 0851 -1091 2.595 0.823 600S162-43 0.0451 0.447 1.52 2316 0.772 2.276 0148 0,576 2.316 0767 16.68 1358 3.007 0.303 1 082 -1.081 2.585 0825 600S162-54 0.0566 0.556 1.39 2.860 0953 2.267 0.160 0.570 2860 0953 21,17 2708 3000 2.860 0.927 27.76 2708 3.034 0.594 1318 -1072 2572 0.826 600S162-68 0.0713 0.693 2.36 3.525 1,175 2.255 0.218 0.560 3.525 1,175 2679 4442 3000 3525 1.164 39.46 5468 3.011 1,174 1.596 -1.061 2.554 0.828 600S162-97 0.1017 0.966 3.29 4.797 1.599 2.229 0.283 0.541 4197 1.599 38.37 7372 3.000 4.797 1599 56.73 11124 3.000 3.329 2.093 -1.039 2.518 0.830 600S200-33 0.0346 0.379 1.29 2.075 0.692 2.340 0.209 0.74.3 2.059 0.617 12.20 612 3.135 0.151 1,577 -1.479 2.866 0.734 600S200-43 0.0451 0.492 1.67 2.683 0.894 2.335 0.268 0.739 2.683 0.873 17.24 1358 3.028 0.334 2,012 -1.468 2.855 0.736 600S200-54 0.0566 0.613 2.09 3.319 1.106 2.327 0.328 0.732 3.319 1.106 24.07 2703 3.000 3.319 1.002 30.01 2708 3.117 0.655 2.461 -1.459 2.842 0.737 600S200.68 0.0713 0.764 2.60 - 4.101 1.367 2.316 0.400 0.723 4.101 1.367 30.42 4442 3.000 4.101 1.317 43.71 5468 3.047 1.295 2.997 -1.448 2.826 0.737 600S200-97 0.1017 1.067 3.63 5.612 1.871 2.293 0.530 0.705 5.612 1.871 43.49 7372 3.000 5.612 1.871 64.53 11124 3.000 3.679 3.981 1427 2.791 0.739 600S250-43 0.0451 0.537 1.83 3.082 1.027 2.396 0.458 0.923 3.082 0.918 18.14 1358 3.134 0364 3.379 -1.898 3.193 0.647 600S250-54 0.0566 0.670 2.28 3.819 1.273 2.388 0.562 0.917 3.819 1.159 22.90 2708 3.115 3.760 1.069 32.00 2708 3.207 0.715 4.146 -1.889 3.180 0.647 600S250-68 0.0713 0.836 2.84 4.727 1.576 2.378 0.688 0.908 4,727 1 522 30.08 4442 3.045 4,727 1.342 40.19 5468 3.191 1.416 5.071 -1.878 3.164 0.647 600S250-97 0.1017 1 1.169 3.98 6.496 2,165 2.357 0.923 0.889 5.496 2.160 48.80 7372 3.003 6.496 2.063 69.38 11124 3.062 4.030 6.798 -1.857 3.130 0.648 0 n -. ,Structural .-Structural (S) Stud Section Properties 1 Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. - SSMA EY. rL0i'- - \Th(( po S1t/p1 4-çØ 1-hri Ill (Y1V1 . 2JrI 7YP- T , 0 C-,~ -ly VVI't 2o c17& 1)frL P2- 2;' ((• C-1 1- (7 ?-4 1211 Fat,& FLç j09T. 1,0 7, D(2...' '7I0 E o W3L- 5rt'94 OuT L _A%3 6TUP rmc 4--. ' Hvr (&9 ) 2- c i-by 2- ,2 T. p 7T1c2 k L-,f tFLT?r TLt u FL-(j, 4 , NI FLIJ V I E' f2MEY1 CA.., (NU'&A WASTtW1tR ALJU1ORIP -V INDUSTRIAL WASTEWATER DISCHARGE PERMIT ,, , SCREENING SURVEY Date _1 i 2 Busing Street Email PLEASE CHECK. HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining I Milling Painting I Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. wter. filter membranes) Manufacturing Bulk 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 I Manufacturing Operations):_______________ Description of operations generating wastewater (discharged to sewer, hauled or evaporated): b1-(A Estimated volume of industrial wastewater to be discharged (gal /day): JA ____________ List hazardous wastes generated (type / volume): Date operation began/or will begin at this location: Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes If yes, When: Site Contact Title - (/( - Signature /U'tt7ZIIII ) Phone No._____________________ ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 .çVE s OFFICE USE ONLY UPFP# SAN DIEGO REGIONAL HV# HAZARDOUS MATERIALS QUESTIONNAIRE BP DATE / I Business Name Business Contact ANN JOHNSON Telephone # TA ACCOCIATES C/O SENTRE PARTNERS 7608040340 Project Address 2'lll PALOMAR AIRPORT RD City State Zio Code 92011 I APN# I 2130701600 CARLSBAD CA Mailing Address City State Zip Code Plan File# 2131 PALOMAR AIRPORT ROAD CARLSBAD CA 92011 Project Contact Telephone # MICHELE ARNOLD-KUST (619 297-6153 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUSMATERIALSDIVISION:OCCUPANCYCLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): Occupancy Rating: Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HIVIDL If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 0930, 13 Expected Date of Occupancy: II El CalARP Exempt YES NO (for new construction or remodeling projects) / a Is your business listed on the reverse side of this form? (check all that apply). Date Initials El Ll Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 CalARP Required El Will 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? Date Initials El Will your business use an existing or install an underground storage tank? 0 29 Will your business store or handle Regulated Substances (CalARP)? 0 CalARP Complete El jJ '.PJill your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? D I 0 El Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to ate Initials 5 or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PARTIII:SANDIEGOCOUNTYAIRPOLLUTIONCONTROLDISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. 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 prior to commencing demolition or renovation, except demolitionorrenovation of residential structures of four units or less. Contact the APCD for more information. YES NO El tI Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdacd.orciIinfo/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 0 El (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? /(Search the California School Directory at htto://vw.cde.ca.ovIre/sd/ for public and private schools or contact the appropriate school district). El a survey been performed to determine the presence of Asbestos Containing Materials? El V Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? El JX Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: 1 '5c .'u/t4-reV1. NON LOAD BEARING PARTITIONS, NEW SUS.CEILING, RIGID I declare under penalty of perjury that to the best of my knowledge and belief theLspon_5 ar1)ndcorrect.ce.._/3 Name I _ 4j, .3J c. aj/I 1 ure of 0 n or iforized Agent Date FOR O'FICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_____________________________________________________________________ BY: DATE: II EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO APCD COUNTY-HMD APCD COUNTY-HMD APCD A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (02/11) County of San Diego - DEH - Hazardous Materials Division CB131874 2111 PALOMAR AIRPORT RD 100 . . . Final Inspection required by / '/& /13 TO fPp1L) /E-n&- / f/iZ- / CS&i j Plan CM&I Flre if SW DISSUED I DCV Approved Date By BUILDING Jic/t3 PLANNING ENGINEERING g')q FIRE Expedite? (3 N Q('ii (5/3 AFS Checked by: HazMat APCD Health - Forms/Fees Sent Recd Due? By Encina ai3 Y N Fire Y N HazHeaIthAPCD 51to/i3 V N PE&M 8/.I3 V N School V N Sewer V N Stormwater V N Special Inspection V N LandUse: Density. ImpArea: CFD: V N FY: Annex: Factor: PFF: V N Comments Date Date Date Date Building Planning Engineering Fire Need? U Done U Done U Done -. - ---.-- - C3 Done - - 0Done -