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Home My WebLink About2200 FARADAY AVE; 250; CB080349; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-09-2008 Commercial/Industrial Permit Permit No: CB080349 Building Inspection Request Line (760) 602-2725 Job Address: 2200 FARADAY AV CBAD St: 250 Permit Type: Tl Sub Type: INDUST 0 NEW Parcel No: 2121204100 Lot#: Status: Valuation: $864,500.00 Construction Type: Applied: Occupancy Group: Reference #: Enterec By: Project Title: CATALINA REST.: 24,700 WHSE TO OFFICE Applicant: SEAN SCULLY PERMIT PULLERS 1874 S. PACIFIC COAST HWY. #394 90277 310-378-8706 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $2,980.50 $0.00 $1,937.33 $0.00 $0.00 $181.55 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Plan Approved: Issued: Inspect Area: Plan Check#: Owner: D L FARADAY LP C/O ORA ADVISORS LLC 220 E 42ND ST #27 NEW YORK NY 10017 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES ISSUED 02/26/2008 JMA 04/10/2008 04/10/2008 MC $0.00 $0.00 $0.00 $0.00 $6,051.50 $5,586.00 $0.00 $0.00 $3,061.76 $2,826.24 $307.00 $132.50 $130.50 $0.00 $13,273.26 $0.00 $0.00 ?? $36,468.14 Total Fees: $36,468.14 Total Payments To Date: $36,468.14 Balance Due: $0.00 Inspector: ~ ~ B~~gJia~NS ~"B-b _ATTACHED FINAL APfPRQVAL Date: o-9 . l ~/ o2, Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations,.,,r other exactions hereafter collectively referred to as 'tees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these fee:,lexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this proj.,ct. NOR DOES IT APPLY to any fees/exactions of which vou have nreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. City ,of Carlsbad 1635 Faraday Ave.;Carlsbad, CA 92008 760-602-2717 I 2718/ 2719 .. Plan Check No. C 8 C>Y O 3 4°/ Est. Value f ?0 4, ~o--t> Fax: 760-602-8558 Plan Ck. Deposit ~ 1,1 °? 7. 3> Building Permit Application JOB ADDRESS APN 2..ZOO 2..l 2-- CT/PROJECT# PHASE# # OF UNITS # BEDROOMS DESCRIPTION OF WORK: 7 D ~,AF:,_ GARAGE (SF) PATIOS (SF) FIRE SPRINKLERS YES D NOD CITY STATE . ZIP PHONE FAX EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. # STATE LIC.# it '-/'f2-o3 C SS CITY BUS. LIC.# b.>. OD /Sec. 7031.5 Business and Professions Code: Any City or CountY, which requires a permit to construe~ alte~ impr ficensed .J!ursuant to the provisions of the Contractor's Licensdaw {Chapter 9, commending with Section 1000 Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five h1um r reP,air any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is Business and Pro,essions Code} or that he is exempt therefrom, and the ball! for the alleged exemption. Any violation of }). Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations; D y,ave and wlll 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. 13' I have and wlll maintain woljer.sl 1, compensatiows required by Section 3700 of the Labor Code, for the performance of_the work for w i~h this permit is issued. My workers' compensaticynsurance carrier and/21'!1icy number are: Insurance Co. It._ ,'6..""t '.J./"2 u t4.f'.'lce .;}e.p.. l~ ,e,S Policy No. · "· Expiration Date e-~ D / -D ¥ This section need not be completed if the permit is for one hundred dollars ($100) or less. D 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 ts 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, damages asp ed for In Section 3706 of or code, interest and attorney' s. Jl5 CONTRACTOR SIGNATURE I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: Cl 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 Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). Cl I, as owner of the property, am exclusively contracting willi 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). Cl I am exempt under Section ____ B,usiness and Professions Code for this reason: . 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Cl Yes Cl No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan lo provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone I contractors' license number): 5. I will provide some of the work, but I have contracted·(hired) the following persons to provide the work indicated (include name/ address I phone I type of work): Jl5 PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required lo 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? Cl Yes Cl No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Cl Yes Cl No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Cl Yes Cl No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certifythatf have read the application and state that the above lnfonnatlon Is corre·ctand that the infonnation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authortze representative of the City of Cailsbad to enter upon the above mentioned property for inspection pwposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OFTHE GRANTING OF THIS PERMIT. OSHA: An OSHA.permit is required for excavaijons over 5'0' deep and demolition or construction of structures over 3 stones in height. EXPIRATION: Every pennit.issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authortzed by such permit is not commenced within 180 days from the date of such peimlt or if e ilding or w6rk authorized b nnlt is suspended or /lbandoned at me after the work is commenced for a pertod of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE .-----------:::--DATE 2-.i -2. b -0 8 ~""-'"''" cuv or Carlsbad : Final Building Inspection Dept: Building Engineering Planning CMWD Stli~ Plan Check #: Permit#: Project Name: Address: CB080349 CATALINA REST.: 24,700 WHSE TO OFFICE 2200 FARADAY AV #250 Contact Person: STEVE Phone: 6193411042 Water Dist: CA Sewer Dist: CA Date: 07/08/2008 Permit Type: Tl Sub Type: INDUST Lot: 0 ....................................................................................... , .................................................................. . Inspected ~ Date /. ~ Approved:/ By: Inspected: l-tie ,<;(' Disapproved: __ Inspected (7 Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved:--. ............................................................................................................................................................ Comments: -------------------------------- / City of Carlsbad Bldg Inspection Request For: 09/15/2008 Permit# CB080349 Inspector Assignment: MC --- Title: CATALINA REST.: 24,700 WHSE Description: TO OFFICE Type:TI Sub Type: INDUST Job Address: 2200 FARADAY AV Suite: 250 Location: OWNER D L FARADAY LP Owner: D L FARADAY LP Remarks: Total Time: CD Description 19 Final Structural 29 39 Final Plumbing Final Electrical 49 Final Mechanical Lot 0 Act Comment Phone: 6193411042 l_nspector: Mt Requested By: STEVE Entered By: JANEAN ?L ________ _ =t---- Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR08051 ISSUED CATALINA RESTAURANT GROUP-REV; ELECT & MECHANICAL, ADD LIGHTS,FAN, Inspection History Date Description Act lnsp Comments 07/17/2008 89 Final Combo PA MC NEED FIRE DEPT. SIGN OFF -OK TO OCCUPY 07/16/2008 89 Final Combo PA MC NEED FIRE SIGN OFF 07/10/2008 89 Final Combo co MC NOTICE ATTACHED 07/09/2008 89 Final Combo PA MC EGRESS LIGHTING AT OFFICE AREA ONLY 07/08/2008 89 Final Combo PA MC OFFICE RESTROOMS & ROOF EQUIPMENT 07/02/2008 84 Rough Combo AP MC T-BAR@ 2ND FLOOR, KITCHEN 06/30/2008 14 Frame/Steel/Bolting/Welding PA MC RE-CK RM 293 FORT-BAR SUPPORT 06/30/2008 24 Rough/Topout WC MC 06/30/2008 34 Rough Electric AP MC DBL CK LIGHTED EXIT SIGN(S)@ RM 209 06/30/2008 44 Rough/Ducts/Dampers AP MC 06/27/2008 14 Frame/Steel/Bolting/Welding PA TP 06/27/2008 24 Rough/Topout NR TP 06/27/2008 34 Rough Electric NR TP ' l Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Project: L~t"' /;,a te.s-ltt.0tattrl-: Gt'ovcr Address: r]};)()Q fa.t"I...Ja.y r(lfe, City: ~~u. ¼ ~iooF Permit Number: CB O ~O 3~'1' Plan File Number: _________ _ TYPE OF OBSERVATIONS: Reinforcing Steel_ Reinforced Concrete_ Structural Masomy _ Field Welding _x._ Epoxy_ Prestressed Concrete_ Shop Welding_ Bolting_ Fireproofing_ Number of Samples:__ Type: ---------,-------------,---r-- Materials/DesignMix/Psi: r\--3(; I A-soo Steel 7 f7(7-t,IJ37o/f E/4c.-1tuJt WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED 6ee r, Ck11rlthev-~vi ~3 s TIME IN: d/'I} (j TIME OUT: fl/ 3 0 Inspector (Print) Certification# /) / ll_ . J // /} General Contractor: --!l;~Y...;:;..Cd...:,.Y _____ _ -+-~--=p--~--to_r'_s_·"""gn_._a ____ tur.._e_.,_~..___'----,,"""'~=-=-_,_______ ~:.e_ 88 _=-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=- Phone: -------------Authorized Job Site Contact Signature J ' Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Project: CCl,-l (~a,_ 8eda.uft11tt bt'~ur Address: d{J60 futo...tA.o..~ rt(e, City: Ca, lrs-~J, G. 1iao? Permit Number: C.B 08' 03 '-/°I Plan File Number: _________ _ TYPE OF OBSERVATIONS: Reinforcing Steel_ Reinforced Concrete_ Structural Masonry_ Field Welding½_ Epoxy_ Prestressed Concrete_ Shop Welding_ Bolting_ Fireproofing_ Number of Samples:__ Type:-----------------=---- Materials/DesignMix/Psi: A-2', A-,5lX) &fee/ /p71T-8',. E7<11 ~ J;kJr.Je, )YORK INSPECTEJ? CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED (nee( ci,~~her ~bl-i'3S TIMEIN: f/JO TIMEOUT: IS-60 Inspector (Print) Certification# General Contractor: _ _JjJf:£,.y,,_co_f' _____ _ Address: ------------City: ____________ _ Phone: -------------Authorized Job Site Contact Signature J • Carl Schmidt Inspection Services, lnco P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Project: C.{J,~o... ~es+a,<.iY'q,tri: Gtooq1 Address: ~~00 Tut r~y Me-, City: Ca/~ ~<LJ , 4,, C/,? 003' Permit Number: C-f3 D8'C>3 'f't Plan File Number: _________ _ TYPE OF OBSERVATIONS: Reinforcing Steel_ Reinforced Concrete_ Structural Masonry_ Field Welding -PL Epoxy _ Prestressed Concrete_ Shop Welding_ Bolting_ Fireproofing_ Number of Samples:__ Type:--------------'-------,------ Materials/DesignMix/Psi: .A-3", .A-soo &fee-I/ 137/T-r I p?<>I!' $/edk'ock REPORT i' 0 ~ORI5 INS~EC;ED CONFO~S WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED nee\, Ctlrt.·dt1Y J'eflq tf J~ TIMEIN: O°ttJ() TIMEOUT: /J&d Inspector (Print) · Certification # . Jg1! General ConJractor: °i3,vt.1JY ~ ~ Address: -fu.-sp-ec--to ___ r __ 's---,.pgn~a~tur~e"----~------City: ------------ Phone: -------------Authorized Job Site Contact Signature THE CffY Of SAN OU:GO DEVELOPMENT SERVICES DEPARTMENT DIVISION OF BUILDING & SAFETY, .NSPECTION Si::RVICES Tel. (858) 492-5070 Fax (808) 492-5098 Sl?IECIAl iNSIPECTOIR ID CARD Na111e:CHRISTOPHER. REEL 83 Signal. E)rpi ,2010 SEE RF.VERSE SIDE FOR TYPE(S) OF WORK AUTHORIZED FOR SPECIAL INSPECTION. Christopher S. Reel o al Steel & Welding Special Inspector Structur . TtFlED in the categorv shown, The lndiv!dual named hereon is c;~o successful completion of tile having been so certified pursuan prescribed written requirements. - Expiration date: Januarv 22, 2010 No 0877670·85 I'd un ned bV certificate holder. · Notva I d· 1 1, f code~ and stando~ ·1· ICC certificatio11 attests to competent know e, ge <! • Christopher S. Reel Reinforced Concrete Special Inspector-legacy The Individual named hereon Is CERTIFIED In the category shown, having been so certified pursuant to successful completion of the prescribed written requirements. Expiration date: January 22, 2010 No. 0877670·88 _· -4;,,..e::::._=.:~~::......!:....L !CC cert/ficatim1 attests to comp11te11t kiwwlec/fit' of codes and standards. Christopher S. Reel Structural Masonry Special Inspector The individual.named hereon ls CERTIFIED In the category shown, having been so certified pursuant to successful completion of the prescribed written requirement~. f Expiration date: January 22, 2010 NO. 0877670·84 ~ Not valid unles ICC cel'l/fication mte.1·1s to mmpeteut k11a1Vledge ufcode.1 and sl(mt/ard.1·. EsGil Corporation In Partnersli.ip witli. <]overnment for (}3ui[aing Safety DATE: 4/10/08 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 080349 SET: III PROJECT ADDRESS: 2200 Faraday Ave. PROJECT NAME: Catalina Corporate Office T. I. D APPLICANT ~ ~REVIEWER D FILE [gj The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check. list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: 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: Steve Telephone#: Date contacted: 4/10 (by: DY) ~ax #: Mail Telephone Fax In Person REMARKS: The applicant hand carried th'fb. ed plan back to the city. By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC log 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ,) V EsGil Corporation In <:Partnersli.ip witli. qovemment for (}Jui[aing Safety DATE: 3/31/08 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 080349 SET: II PROJECT ADDRESS: 2200 Faraday Ave. PROJECT NAME: Catalina Corporate Office T. I. D APPLICANT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The _plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. r:gj The applicant's copy of the check list has been sent to: Sean Scully 187 4 S. Pacific Coast Highway #394 Redondo Beach, CA 90277 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. r:gj Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted/. eanfacully Telephone#: 310-378-8706 Date contacted:4 I/ rJ~Y4M Fax #: 310-373-0011 Mail Vl"elephone Faxy"ln Person D REMARKS: By: David Yao Enclosures: Esgil Corporation [XI GA D MB D EJ D PC 3/24 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 V ' , City of Carlsbad 080349 3/31/08 RECHECK CORRECTION LIST JURISDICTION: City of Carlsbad 080349 PLAN CHECK NO.: PROJECT ADDRESS: 2200 Faraday Ave. SET: II DATE PLAN RECEIVED BY . ESGIL CORPORATION: 3/24 REVIEWED BY: David Yao FOREWORD {PLEASE READ): DATE RECHECK COMPLETED: 3/31/08 This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the. plans does not permit the violation of any state, county or city-law .. A. To facilitate rechecking, please identify, next to each item, the sheet of .the plans upon which each correction on this sheet has been made and, returf)! this sheet with the revised .plans. . . . 1 .- B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo I , City of Carlsbad 080349 3/31/08 1. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 6. !', • . : i -: . ~ 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. Incidental use areas may need to be separated from the main occupancy. See Table 508.2 belo'!'J. Please address the following specific concerns: a) , ,Ey~n if sprinklers a.re used to eliminate the need for 1-hour wall · : · construction, Section 508.2.2.1 still requires the partitions to extend to ... ,the underside of the floor/roof above and for any doors in the .. p'artitions to be· self-closing. t ·-· : .i Dry suppiy will be considered as storage by Esgil Corp. The partitions to extend to the underside of the floor/roof and doors shall be self- closing. {room 212 and 217) DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 REMODELS, ADDITIONS AND REPAIRS 1. A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. The 2007 CBC requires for single-accommodation toilet "doors shall not swing into the clear floor space required for any fixture". The min. 60 inches wide and 48 inches deep clear floor space shall be provided in front ,, ' , " I , City of Carlsbad 080349 3/31/08 of water closet. Detail 3/A4 did not comply with this requirement. See attached from CBC. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 29. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. The Kitchen drawings are not signed by the licensed designer. See item# 58 below, the response seem to show the kitchen drawing are the mechanical designs for the refrigeration systems, also, see items #65 below. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and· Professions Code. 31. The drawings provided show the incorrect Codes were used in the proposed designs. Please correct. A complete plan review will be done when the project is redesigned using the correct Codes. Correct all the notes to the current Codes and current Code Sections: Like sheet AO, Project Notes, Energy Notes #6; sheet P-1 under the Utility Schedule; on sheet P-1, Contractor Notes #21 and check all notes. 33. Clearly show what is in the'_S-:-2'occupa_ncy area. Note many items are not · allowed in the S-2 occup9_ncy_ area._ Most storage areas are S-1 occupancy areas. Clearly show t~~ HIT1'it~. of t~_e type of materials to be stored in the S-2 occupancy storage areas. Note the {allowing materials are not allowed in· the 5-2 occupancy areas: paper, wood, most al_l plastics, many fc,ods (like grains, sugar, flour), ~lath and many other items. Please address. 34. If the room is a Training Room {classroom) then why is it called a Dining Room? Please correct to show the correct use of the room. Dining Rooms are places where people eat, and are not treated as class rooms. Please correct. The plans show Dining Areas. As per the IBC, Dining areas are A-2 occupancy. Not A-3 (if the occupant load over 50?). Please check. 35. The first floor plan is missing and the proposed uses of the spaces under this tenant improvement space is not shown? The storage spaces are not clearly shown. Please provide complete floor plans showing all the existing and proposed uses in the building. And the required fire-rated separations. 36. Clearly show the limits of fire rated exit enclosures and exit passageways and fire rated corridors, existing and new. The sheet A0.3 and A2 do not clearly show where there are and the limits of "Exit Passageways" or "Fire rated Exit Enclosures" and/or "Fire Rated Corridors." Please correct. I . City of Carlsbad 080349 3/31/08 37. Please address the elevator opening into a fire rated corridor. The plans do not detail the required smoke and draft doors between the elevator shaft and the fire rated corridor. Please correct. 38. For mechanical plan check, include the architectural design detailing the following: IBC 716.5. Sheet A6 is not a floor plan and the locations of the type of required separations are not shown on sheet A6. A) Fire Walls B) Fire Barriers C) Shaft Enclosures D) Fire Partitions E) Corridors F) Smoke Barriers G) Horizontal Assemblies H) Exit Passageways I) Vertical Exit Enclosures (Stair & Ramp Enclosures) If this tenant improvement contains any of the above assemblies, be sure to provide construction details. For example: Rated corridor construction style - Tunnel VS Full height corridor-walls. · 39. The reflected ceiling plan (sheet A2:.1) and mechanical floor plans (sheet M- 4) do not show the lim.its -of th'e· "1-hr rated suspended ceiling around and over the Type I kitch~n hoods as per detail 4 on sheet M-4. Please correct and show' any required ceiling rated fire damper at duct openings in the fire . '.'. rated·ceilings. Include, on the: mechanical plahs, the locations of all required · smoke, fire, combination smoke· ·and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. IBC 716 40. Please provide details to show the existing conditions comply with the new requirements for access to new and existing equipment serving this tenant space. Please correct the drawings to show the required "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " PLUMBING (2006 UNIFORM PLUMBING CODE) 42. Provide calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). The calculations on sheet A0.3 do not include the Dining areas, training areas (classrooms), conference rooms and the kitchen and storage rooms. Also, if 10 or more employees, then separate restrooms for men and women are required. Please Correct. I , City of Carlsbad 080349 3/31/08 43. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, site gas lines, and site water lines. The plans clearly show this tenant space is not connected to a separate water meter serving only this tenant space as per the response and the water line sizing calculations. Also the plans do not show any existing fixtures draining into the existing 1,200 gallon grease interceptor {what does the existing grease interceptor serve? The plans and calculations do not show the existing water line from the public water meter to the building and the existing private building sewer line from the building to the public sewer are designed for the existing plus new demands for water and sewer loads. Please correct. 45. Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. UPC 610.0 or Appendix 'A'. The plans and calculations do not show the existing water line from the public water meter to the building is designed for the existing plus new water demands. The water pressure loss at the water meter is not shown, as per UPC, Chart A-1. 46. Correct the gas line plans to show the required gas valve just ahead of the gas pressure regulator. Provide gas lin_e plans and calculations. 53. The Grease Interceptor Sizing on sheet P-4 is incorrect: There is no Appendix 'K' in the 2007 California Plumbing Code. Please use the Table 10-3 of the 2007 California (':luqibing Co.de. Prqyide the sizing calculations for the gravity grnase interGeptqr a~'-per:\JPC, Secti9n 1014.3 for the existing and new fixtures flowing into the gravity grease .. interceptor. • ·., • , :° •. ;_: I • ~ '! < • > _: (" i •. : 1 ;i. , 54. Clearly show the existing Grease Interceptor only,serves this tenant space. . , Show gravity grease int~rceptor corr1pli.es with UPC, Section 1014.3.4.2: "Each business establishment for which a ·gravity grease interceptor is required shall have an interceptor which shall serve only that establishment unless otherwise approved by the Authority Having Jurisdiction." MECHANICAL (2006 UNIFORM MECHANICAL CODE) 57. No energy design {MECH-3 forms) found in the plan package? Coordinate the mechanical and the Title 24 outside air design. The energy calculations do not match the mechanical schedule. UMC 403.0 & Title 24 121(b)2 & (d). 58. Please provide the mechanical designs for the refrigeration systems {walk- in coolers and walk-in freezers) on the signed construction drawings. The Kitchen Drawings are not signed by the licensed designer. 59. The existing HVAC serving the new office layouts must have the smoke detection in the supply air ducting and required shut-off control for the new room layouts. Please address. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. UMC Section 609.0 An "air-moving system" is a system designed to provide ,~ 1 I . City of Carlsbad 080349 3/31/08 heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. UMC Section 203.0 64. Provide complete kitchen hood pla·ns, details, and calculations to show compliance with UMC, Chapter 5, Part II A) Provide the UL listing card showing the exhaust sizing requirements used for the hoods. No data for the Type II dishwasher hood provided? B) Provide exhaust sizing calculations for kitchen hoods. UMC 508.4 No sizing calculations for the Type II dishwasher hood provided? C) The plans do not clearly show for all 11 of the kitchen hood exhaust fans (EF-1 through EF-11) the electrical interlocking systems and how each of the five separate rooms with kitchen hoods are balanced. Also the HVAC units serve more than just the five separate rooms with kitchen hoods and this is not addressed in the Air Balance Table and exhaust fan #EF-11 is not included in the Air Balance Table. Please correct and provide calculations to show Replacement air quantity shall be adequate to prevent negative pressures in the commercial cooking areas from exceeding 0.02 inch of water column. Show the required replacement air for each kitchen hood. Include an air balance schedule. The exhaust and make-up air systems shall be connected.by an .electrical interlocking switch. UMC 511.3 F) The reflected ceilin.g plan (~h~?.t A2_;·1) art cl mechanical floor plans (sheet M-4) do not shoVV the limits,,ot'the "1-hr rated suspended ceiling around and over-·the· )"ype ·i -kitchen· hoods as per detail 4 on sheet M-4, .. Please corr.e.ct-anq ~.hqw .any r~quired ceiling rated fire . damper at duct openings in· the fire,.rated ceilings. Provide a section detail for the hood showing the relative-dimensioned locations for the hood, ceiling, and overhead construction framing of the floor or ceiling . Be sure to describe the construction materials ( combustible, limited combustible, or non-combustible) used adjacent to the hood and duct. UMC 507.2 K) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. 65. Deep fat fryers must be installed no closer than 16" from the fryer to surface flames from an adjacent appliance. UMC 515.0. Please provide the mechanical designs for the cooking equipment on the signed construction drawings. The Kitchen Drawings are not signed by the licensed designer. 66. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. The plans still do not clearly show the limits of the ceiling space being used as a return air plenum. Then address the following on the plans: •• < • :~ ' ~ • I , City of Carlsbad 080349 3/31/08 C) The mechanical floor plans show the type II kitchen hood exhaust duct and restroom exhaust ducts running within the ceiling spaces that seem to be part of the return air plenum. Please correct to match the Mechanical Notes. Environmental and/or product-conveying duct systems shall not extend irito or through ducts or plenums. UMC Sections 504.1 (Environment) & 505.1 (Product conveying). Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. . "' : . . .:· .. ·' ' -Ii'' • .,.. .~ . . ' : : r. ACCESSIBILITY'TO PUBLIC BUILDINGS, PUBLIC ACCOMMOCJ.~J.IQ!.fS,-CPMMERCIAL BUILDINGS AND PUBLICLY FUNDED HOUSING A t l I, -• ' ," i , -', '• ,''; lllSB.3.2 Single-accommodation toilet facilities. Sin- gle-accommodation toilet facilities shall have the follow- ing: 1. Wheelchair clearance. There shall be sufficient space in the toilet room for a wheelchair measuring 30 inches (762 mm) wide by 48 inches ( 1219 mm) long to enter the room and permit the door to close. There shall be in the room a clear floor space of at least 60 inches (1524 mm) in diameter, or a T-shaped space complying with Figure llB-12 (a) and (b). No door shall encroach into this space for more than 12 inches (305 mm). See · ur-~eJ,,J..,Q.;·;!_lAfl,_. _...,..-.-v--w-y--y-,.. 3. Accessible water c oset. Pn vz e one accessible water closet in compliance with Section 11 l 5B.4. l. 4. Accessible route. All doors, .fixtures and controls shall be on an accessible route. The minimum clear width of an accessible route shall be 36 inches (914 mm) except at doors (see Section 1133B.2). If a per-·- son in a wheelchair must make a tum around ari ob- struction, the minimum clear width of the accessible route shall be as shown in Figure 1 JB-5E. See also Figure JIB-IA. 5. Interior surfaces. In other than dwelling units, toilet room floors shall have a smooth, hard, nonabsorbent suiface such as Portland cement, concrete, ceramic tile or other approved material which extends upward onto the walls at least 5 inches ( 127 mm). Walls within water closet compartments and walls within 24 inches ( 610 mm) of the front and sides of urinals shall be sim- ilarly fi11ished to a height of 48 inches ( 1219 mm) and, except for stnictural elements, th_e materials used in such walls shall be a type which is not adversely af- fected by moisture. 6. Accessible lavatory. Provide one accessible lavatory in compliance with Section 1 l l 5B.4.3. 7. Privacy latch. The entrance door shall contain a pri- vacy latch which complies with Section 1117B.6,· Controls and Operating Mechanisms. For bathrooms serving residential occupancies, see Section llllB.4.6 and Chapter llA. Exception: In an existing building, a single-accommo- dation toilet facility may have the water closet fixture located in an area which provides a clear space· of not less than 36 inches (914 mm) wide by 48 inches (1219 mm) iong in front of the water closet. . . lllSB.4 Accessible fixtures. lllSB.4.1 Accessible water closets. Water closets required io be accessible shall comply with this subsection: . 1. The-·centerline of the water closet fixture shall be 18 · · inches (457 mm) from the side wall or partition. Pn the other side of the water closet, provide a m'inim1,tm . of 28 inches (711 mm) wide clear floor spacl if.t'He · , water closet is adjacent to a fixture or a minimum of 32 inches (813 mm) wide clear floor space if the water_ closet is adjacent to a wall or pa,tition. This clear floor space shall extend from the rear wall to the front /rnmt(fn:loset. 3. Grab bars for water closets not located within a com- partment shall comply with Section 1 ll 5B.7 and shall be provided on th_e side wall closest to the water closet and on the rear wall. Grab bars for water clos- ets located within an accessible compartment shall comply with Section 1115B.7 and shall be provided on the side wall closest to the water closet and on the rear wall. Grab bars for water closets located within ambulatory accessible compartments shall comply with Section 1115B. 7 and shall be provided on both sides of the compartment. Grab bars shall not project more than 3 inches (76 mm) into the required clear floor space. 3.1. Side wall. The side grab bar shall be 42 inches (1067 mm) long minimum, located 12 inches (305 mm) maxim~mfrom the rear wall and ex- tend 54 inches ( 1372 mm) minimum from the rear wall with the front end positioned 24 inches (610 mm) minimum in front of the wa- ter closet. The side grab bar shall be securely attached and centered 33 inches (838 mm) above and parallel to the floor. 3.2. Rear wall. The rear grab bar shall be 36 inches (914 mm) long minimum and extend from the centerline of the water closet 12 inches (305 mm) minimum on one side and 24 inches (610 mm) minimum on the other side: The rear grab bar shall be securely attat;hed and centered 33 inches (838 mm) above and parallel to the floor, except that where ·a tank-type toilet is usecf. which obstructs place- ment at 33 inches (838 mm), the grab bar may be as high as 36 inches (914 mm) and the space between the grab bar and the top of the tank shall be 11/i inches (38 mm) minimum. 4. The height of accessible water closets shall be a mini- mum of 17 inches (432 mm) and a maximum of 19 inches (483 mm) measured to the top of a maximum 2-inch (51 mm) high toilet seat. Exception: A 3-inch (76 mm) high seat shall be permitted only in alterations where the existing fix- ture is less than 15 inches (381 mm) high. 5. Controls shall be operable with one hand and shall not require tight grasping, pinching or twisting. Con- trols for the flush valves shall be mounted on the wide side of toilet areas, no more than 44 inches ( 1118 mm) above the floor. The force required to activate controis ·-:•l :;,_ shall be no greater than 5 pounds-force (lbf) (22.2 NJ: : . .-: • ·6. See Section 1134A. 7 f;~ 'dditional requirement; Jo~ ' water closets in publicly funded housing and all no;i~ residential occupancies. 440 ;, ~~ 'I JAN.UARY f, 2008 ERRATA 2007 CALIFOJ=!NIA BUILDING COP,~ .'\ I J > EsGil Corporation In <Partnersliip witli government for (JJui[aing Safety DATE: 3/10/08 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 080349 SET:I PROJECT ADDRESS: 2200 Faraday Ave. PROJECT NAME: Catalina Corporate Office T. I. D APPLICANT ~-) ~VIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Sean Scully 187 4 S. Pacific Coast Highway #394 Redondo Beach, CA 90277 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:/Sefn Scully Telephone#: 310-378-8706 Date contacted: 3 II { Of{_by;j.kj Fax #: 310-373-0011 Mail Telephone ~ Fax ~n Person D REMARKS: By: David Yao Enclosures: Esgil Corporation [g] GA [gj MB O EJ O PC 2./28 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 , City of Carlsbad 080349 3/10/08 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 080349 OCCUPANCY: B TYPE OF CONSTRUCTION: V-B ALLOWABLE FLOOR AREA: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 3/10/08 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: office ACTUAL AREA: T. I. 24700 sf STORIES: 2 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 2/28 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrrcal 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 2007 CBC, which adopts the 2006 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 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. ) . City of Carlsbad 080349 3/10/08 . 1. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans· and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring 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. • PLANS 2. All sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation. 3. Provide a note on the plans indicating if any. hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307:7(1) and 307.7(2). 4. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: + Type of Construction V-B • BUILDING AREA 5. Does the building still unlimited floor area per 2007 CBC section 507? • FIRE BARRIERS 6. Incidental use areas may need to be separated from the main occupancy. See Table 508.2 below. Please address the following specific concerns: a) Even if sprinklers are used to eliminate the need for 1-hour wall construction, Section 508.2.2.1 still requires the partitions to extend to the underside of the floor/roof above and for any doors in the partitions to be If I . se -c osma. ROOM OR AREA SEPARATION AND/OR PROTECTION Storage rooms over 100 square 1 hour or provide automatic fire-extinguishing feet system ' , City of Carlsbad 080349 3/10/08 • EXITS 7. Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more persons or a Group H occupancy. Section 1008.1.2.(room 257, 291) • EXIT SIGNS 8. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. 9. A tactile sign stating "EXIT" and complying with ICC A 117 .1 shall be provided adjacent to each door to an egress stairway, an exit passageway and the exit discharge. Section 1011.3. 10. Show two sources of power for the lamps at exit signs. Section 1011.5.3. 11. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1006. 12. Show separate sources of power may be required for exit illumination. Review Section 1006.3. • GLASS AND GLAZING 13. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.2 (see exceptions): a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. • Construction documents 14. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1) • Wind load. The following information should be provided, (Section 1603.1.4) o Basic Wind speed (3-second gust), mph o Wind importance factor, I, and building category o Wind exposure o Applicable internal pressure coefficient o Components and cladding (the design wind pressure in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional , City of Carlsbad 080349 3/10/08 • Special Inspection of Materials and Construction 15. The plans shall indicate that special inspection will be provided for the following work. (Section A 106.1) a) Welding. Welding inspection should be provided in accordance with Table 1704.3. 16. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1705.2. • ACCESSIBILITY 17. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • ADDITIONAL 18. Please refer-to the following corrections for electrical, energy, mechanical and plumbing items. 19. 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. 20. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No 21. 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 David Yao at Esgil Corporation. Thank you. I City of Carlsbad 080349 3/10/08 + ELECTRICAL ~ ENERGY PLAN REVIEW + 2005 NEC + PLAN REVIEWER: Morteza Beheshti 22. All electrical sheets of the plans are required to be signed by the California licensed engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. (final set) 23. Please change all references the NEC code cycle date to 2005. 24. Show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second source of power (battery or generator). This is required when two exits are required per the IBC. IBC 1006, NEC 700.16. 25. In all occupancies where the exit system serves 100 or more occupants, provide a minimum of 1 foot-candle of emergency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator). IBC 1006, NEC 700.16. 26. If utilizing a series-rated system, note on plans: "Overcurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22" and" The overcurrent devices shall be AIC rated per manufacturers. labeling of the electrical equipment". .. • ENERGY CONSERVATION 27. Please sign the imprinted LTG-1-C forms. 28. Please provide mechanical and envelope energy forms for review. Note: If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on th/s list (or a copy) where the corrected items have been addressed on the plans. City of Carlsbad 080349 3/10/08 . PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 29. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for ·signing and sealing just before the permits are to be issued. 30. Correct the statement on the Title Sheet of the plans to show compliance with the current Codes, as of the first day of 2008. The following are the correct current Codes: a) b) c) d) e) The 2007 edition of the California Building Code (CBC) adopts the 2006 International Building Code (IBC) and the 2007 California Amendments. The 2007 edition of the California Electrical Code (CEC) adopts the 2005 National Electrical Code (NEC) and the 2007 California Amendments. The 2007 edition of the California Mechanical Code (CMG) adopts the 2006 Uniform Mechanical Code (UMC) and the 2007 California Amendments. The 2007 edition of the California Plumbing Code (CPC) adopts the 2006 Uniform Plumbing Code (UPC) and the 2007 California Amendments. The 2005 edition of the California Energy Efficiency Standards. 31. The drawings provided show. the incorrect Codes were used in the proposed designs. Please correct. A complete plan review will be done when the project is redesigned using the correct Codes. 32. Provide data on the proposed hazardous materials to be stored and used. IBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in IBC Tables 307.1 (1) and 307.1(2). a) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. b) Clearly show the amounts for each type of hazardous material to be stored and in use. c) Clearly show the locations in the building where each type of hazardous material is being stored or used. d) Note: If hazardous materials are present in any amount, forward this information to the mechani9al designer for design compliance with UMC Chapter 5. 33. Clearly show what is in the S-2 occupancy area. Note many items are not allowed in the S-2 occupancy area. Most storage areas are S-1 occupancy areas. City of Carlsbad 080349 3/10/08 34. The plans show Dining Areas. As per the IBC, Dining areas are A-2 occupancy. Not A-3 (if the occupant load over 50?). Please check. 35. Please provide complete floor plans showing all the existing and proposed uses in the building. And the required fire-rated separations. 36. Clearly show the limits of fire rated exit enclosures and exit passageways and fire rated corridors, existing and new. 37. Please address the elevator opening into a fire rated corridor. 38. For mechanical plan check, include the architectural design detailing the following: IBC 716.5. a) Fire Walls b) Fire Barriers c) Shaft Enclosures d) Fire Partitions e) Corridors f) Smoke Barriers g) Horizontal Assemblies h) Exit Passageways . ._. . i) Vertical Exit Enclosures_ (Stair & Ramp_ Enclosures) If this tenant improvement contains any of the above assemblies, be sure to provide construction details. For example: Rated corridor construction style - Tunnel VS Full height corridor walls. 39. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. IBC 716 40. Please correct the drawings to show the required "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " 41. Please provide the plans, details and calculations for the "waterfalls and gardens". PLUMBING (2006 UNIFORM PLUMBING CODE} 42. Provide calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). 43. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, site gas lines, and site water lines. , City of Carlsbad 080349 3/10/08 44. Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1 45. Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands, ·and the developed pipe lengths. UPC 610.0 or Appendix 'A'. 46. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. 47. Include the gas piping sediment trap installed as close as possible to the appliance inlet with the plumbing design. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 48. All water closet seats, except those within dwelling units, shall be of the open front type or have an automatic seat cover dispenser, as per UPC, Section 408.2.2. 49. New or relocated water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush, UPC, Sections 402.1 & 402.2; and shall meet performance standards, established by the American National Standards Institute Standard A 112.19.2, H. & S 9qde, Section 17921.3(b ). 50. Hot water supplied to a publi9 ~se .lavato·ry or ~my bathtub is limited to a maximum temperature pot~ntial of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. 51. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4. The total kitchen floor must drain to the floor drains. 52. Detail how the floor drain trap seal is to be maintained. UPC 1007 .0 53. Provide the sizing calculations for the gravity grease interceptor as per UPC, Section 1014.3 for the existing and new fixtures flowing into the gravity grease interceptor. 54. Show gravity grease interceptor complies with UPC, Section 1014.3.4.2: "Each business establishment for which a gravity grease interceptor is required shall have an interceptor which shall serve only that establishment unless otherwise approved by the Authority Having Jurisdiction." 55. Food waste disposal unit and dishwashers shall not be connected to or discharged into any grease interceptor. Please revise plans. UPC 1014.1.3. City of Carlsbad 080349 3/10/08 56. Provide the following information concerning the water heater: a) Show water heater size, type and location on plans. UPC 501.0 b) Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1 /3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2 c) Show P & T valve on water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. UPC 506.2/608.3 d) Provide combustion air design: Show opening sizes and routing of ducts. UPC 507.0 . e) Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). UPC 510.0 f) An expansion tank or other approved device is required if system pressure relief is not available due to the installation of backflow devices or certain pressure regulators. Please address. UPC 608.3 MECHANICAL {2006 UNIFORM MECHANICAL CODE) 57. Coordinate the mechanical and the Title 24 outside air design. The energy calculations do not match the mechanical schedule. UMC 403.0 & Title 24 121(b)2 & (d). 5.8. Provide plans, details, and calculations to show compliance with UMC Chapter 11 for a "Refrigeration Machinery Room": · a) Clearly show the refrigerant classification, the amounts of each system refrigerant used, and the A1 _system horsep.ower rating. . . . . b) Provide fire rated separation as per IBC 508.2 (1 hour or sprinklered/resistance to passage of smoke construction). c) Provide exits as required per IBC 1015.4 & UMC 1107.3. d) "Equipment, piping, ducts, vents or similar devices which are not essential for the refrigeration process, maintenance of equipment or for the illumination, ventilation or fire protection of the room shall not be placed in or pass through a refrigeration machinery room." UMC 1109.1 e) Provide the (4) calculations demonstrating compliance with the exhaust requirements found in UMC 1108.2 f) Show the ventilation discharge clearances as per UMC 1108. 7 g) Show the required emergency controls for the refrigeration machinery room ventilation and equipment. UMC 1108.5 & 1109.4 59. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. UMC Section 609.0 An "air- moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. UMC Section 203.0 City of Carlsbad 080349 ' 3/10/08 60. Provide exhaust ventilation as per UMC, Section 403.7 and Table 4.4. 61. Makeup air shall be provided to replenish air exhausted by the ventilation system. Makeup-air intake shall be located so as to avoid recirculation of contaminated air within enclosures. UMC 505.3 62. Provide vents for each floor drain or, if combination waste and vent system is proposed, detail the tailpiece connection, pipe sizing, and identify the limits of the combination waste and vent system. UPC 910.0 & Appendix "B". Note: CW&V are permitted only where standard venting is not possible. 63. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. UMC Section 609.0. An "air- moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. UMC Section 203.0 64. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II a) Provide the UL listing card showing the exhaust sizing requirements used for the hoods. b) Provide exhaust sizing calculations for kitchen hoods. UMC 508.4 c) Show the required repl9cen:ient air.for e~_ch..kitchen hood. Include an air balance schedule. The exhaust and make-up air systems shall be connected by an electrical interlocking swit~h. UMC 511.3 .. d) Please provide construction details-of the fire rated grease duct enclosures. · · · e) Provide grease duct air velocity calculations. (Maximum 2,500 fpm) UMC 511.2. f) Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing of the floor or ceiling . Be sure to describe the construction materials (combustible, limited combustible, or non-combustible) used adjacent to the hood and duct. UMC 507.2 g) Show the required cleanouts for the grease duct as per UMC, Section 510.3. h) Horizontal ducts require at least one 20 X 20" opening for personnel entry. UMC, Section 510.3.4.1. i) Vertical ducts require an access at the top or, if personnel entry is not possible, a cleanout at each floor level. UMC, Section 510.3.4.3. j) Detail the kitchen hood duct termination clearances as per UMC 510.8. k) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. : . -: ' City of Carlsbad 080349 ' 3/10/08 65. Deep fat fryers must be installed no closer than 16" from the fryer to surface flames from an adjacent appliance. UMC 515.0. 66. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Then address the following on the plans: a) Specify that all combustible materials exposed within the plenum space must comply with UMC Section 602.2. Flame-spread index of not more than 25 and a smoke-developed rating of not more than 50. b) A combustion products vent, vent connector, chimney, orchimney connector shall not extend into or through an air duct or plenum. UMC Section 804.0. c) Environmental and/or product-conveying duct systems shall not extend into or through ducts or plenums. UMC Sections 504.1 (Environment) & 505.1 (Product conveying). d) Add the following three specifications to the mechanical and electrical plans: "Electrical wiring methods to be installed in the plenum areas shall comply with NEC 300-22(c)1", "Nonmetallic pneumatic tubing must be listed and labeled for use in plenum areas", and "Recessed speaker enclosures and light fixtures shall be listed and labeled for use in plenum locations". UMC 602.2. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have .been addressed on the plans. ' ' ' City of Carlsbad 080349 '3/10/08 1. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS, ADDITIONS AND REPAIRS When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction.(Provide detail to show the new restroom 204 is accessible.) b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features.(Provide detail to show the existing restrooms are accessible.) d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones .(if any) must be shown to _comply :with all accessibility features. · City of Carlsbad 080349 13'/lb'/08 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 080349 DATE: 3/ 10/08 BUILDING ADDRESS: 2200 Faraday Ave. BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-B BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. T. I. 24700 34.37 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance / • I Plan Check Fee by Ordinance J ..-/ Type of Review: 0 Complete Review D Structural Only D Repetitive Fee ~ Repeats Comments: D Other 0 Hourly .__ ___ __.I Hour* Esgil Plan Review Fee ($) 848,939 848,939 $2,934.901 $1,907.691 $1,643.541 Sheet 1 of 1 macvalue.doc r I " . BUILDING PLANCHECK CHECKLIST DATE: 3,tc g/Cfb PLANCHECK NO.: CB fla-:?Jt-/-~ BUILDING A DRESS: Jl2..()0 :IfZADA-Ji ~9.J~ :2-50 PRoJEcT0EscR1PT1ON: 1] __ WAA&_©lASc _:_ <J_C£ ASSESSOR'S PARCEL·NUMBER: Z.f ~ -( :2-0-4 ( EST. VALUE: !j&tf-; bet} ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: _________ Date: By: _________ Date: FOR OFFICIAL USE ONLY ,ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: (3.p ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Grading Permit Application D Grading Submittal Checklist D Neighb_orhood Improvement Agreement D Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet D Storm Water Applicability Checklist Date: ENGINEERING DEPT. CONT ACT PERSON Name: Linda Ontiveros City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 CFD INFORMATION Parcel Map No: Recordation: Carlsbad Tract: 1635 Faraday Avenue ei Carlsbad, CA 92008-7314 • (760) 602-2720"' FAX (760) 602-8562 D D D D BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." 8. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 2 Rev. 7/14/00 D D D BUILDING PLANCHECK CHECKLIST 3RD DISCRETIONARY APPROVAL COMPLIANCE D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ D 4b. All conditions are in compliance. Date: _____________ _ D D DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat rr:,ap and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. ·Applications will not be accept by mail or fax. Dedication completed by:____________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82,000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: _____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the . . 3 Rev. 7/14/00 D D D D D D D D D D D D D D D D D BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ----- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $430 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. · Future public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction -of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. ?a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil E·ngineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: ---------- 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 4 Rev. 7/14/00 . BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD D D D 7d .No Grading Permit required. D D D 7e. If grading is not required, write "No Grading" on plot plan. D D D D D MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT 8. A Right-of-Way permit is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. To see requirements, visit our website: www.carlsbadca/gov/engineering Ri(J,~1-of-Way ::~rmit wqyired for: AN{ 1Af(2r?. k (N :pl~ ~46\tr--k'f V"& · · INDUSTRIAL WASTE PERMIT 9. If your facility is located in the City of Carlsbad .sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: NPDES PERMIT 10. Complies with the City's· requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance· of grading or building permit, whichever occurs first. STORM WATER APPLICABILITY CHECKLIST 1 0a. D Requires PSWP (project storm water permit): # ~ot required 11. ~ Required fees are attached D No fees required 5 Rev. 7/14/00 D D D D D D 'BUILDING PLANCHECK CHECKLIST WATER METER REVIEW 12a. Domestic (potable) Use 12b. Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units receive "standard" 1" service with 5/8" service. • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as, needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1 +00 Install 2" service and · 1.5: meter ( esti11_1ated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 6 Rev. 7/14/00 ., D D D D DD BUILDING PLANCHECK CHECKLIST 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a -street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, ,if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line 'is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Comments: 7 Rev, 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. . ~{~ ~ · Calculation based on building planche~k plan submittal. ~ ~ fl/o<7Jj 0$ Addre s:Z-'t-00. \I-,,..._,.~ ~P.Permit No. Q(?CJ~-sH-::1 Prepared : . Date:~ ~ Checked by: _____ Date:_____ \ ==-=:..!:..:=~== List types an· sq are footages for all uses~ 'jeWn~~f &\Dt" f()K_ Wtit~O~ Sq. Ft./Units:______ EDU's: PJ., i!, Types of Use: __ ......._____ Sq. Ft./Units:.______ EDU's: _ _..,,,.;__ ___ . ADT CALCULATIONS: t· t types and square footages for all uses@x ~~S'E-~ · --FDK. (~-t,u\A\,ATU:,f'-\S) Types of Use~--1-----'~--='"--,..____ Sq. Ft./Units: ______ ADT' . 3 7& · Types of Use: ______ _ Sq. Ft./Units: _____ _ '" FEES REQUIRED: -~ • WITHIN CFD: DYES (no bridge & thorouglif-are fee in District #1, reduc Traffic Impact Fee) ~NO D 1. PARK-IN-LIEU FEE FEE/UNIT:____ X ~ TRAFFIC IMPACT FEE =$ ___ _ ADT's/UNITS:3Za x =$ /7;02...0 D 3. BRIDGE AND THOROUGHFARE FEE ST. #2 __ DIST. #3 _) ADT's/UNITS: ___ _ =$. ___ _ D 4. FACILITIES MANAGEMENT FEE ZONE: __ _ X FEE/SQ.FT./UNIT: __ .....,__ =$ ___ _ X FEE/EDU: ( t og, HIGH ___ /LOW __ X FEE/AC: __ _ D METER FEE SDCWA FEE 1 of 2 H.\Development Services\MASTERS\FORMS -\MISCELLANEOUS -\FEE CALCULATION WORKSHEET.doc Rev. 7/14/00 '( i i \ ~DU ----- / ./ r tb,7Z , . ZLf_-,?fl/. . -kf ,qif-(c,e.t,,~f' . ~A~eg-JplA<~ITT>rr '''7\liWO -::. JB. 72 · · . J · 2."f 700 / . · • -'!!>,70. ~~v1· /"'i 000 "" 4. gtf °ADr:-- . ~.rP[ ~ -i{tl) if . 4 \N ~OvtSt={Ctcz~~ ur ) G/i ooo(zt+, 7 ro )~ · z.jf(}IJtfJ ¢t+,1co) ~ tfOJ ~ . . . 12H-fa£J> 1-r) 37 0. -~OT~L---~ \ \ \ . \ ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET ~ Estimate based on unconfirmed information from applicant{Sff l.E'TfEf<-. ~D 6~3/4 'o ) D Calculation based on building plancheck plan submittal. --Ul"'( caz ~Sft=NDt:::.N~ 1Vf.-;Pf'l-tCJ\NT Address: 2,.2-lJO 'Af<.ADA -AV 6--re-:ZSV Bldg. Permit No. CS od-aL:b Prepared by: _____ Date: fR V& og Checked by: _ __,__ ___ Date: ____ _ EDU CALCU TIONS: List types and square footages for all uses. Types of Use: OFFI C-£ Sq. Ft./Uni~ T~ 11\J Types of Use:_______ Sq. Ft./Units~ EDU's: 3.3B EDU's: ------ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: C/FF( cE Sq. Ft./Units{~ ~JABi~C Types of Use:_______ Sq. Ft./Units: o.J le-Tf£12-.,1 ADT's: l.2o ~~---- ADT's: _____ _ FEES REQUIRED: WITHIN CFO: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D 1. PARK-IN-LIEU FEE PARK AREA & #: __ _ FEE/UNIT: ___ _ X NO. UNITS: __ =$ ___ _ ~RAFFIC IMPACT FEE ADT's/UNITS: [2$ X FEE/ADT: % D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 __ DIST. #2 __ DIST. #3 _) ADT's/UNITS: ___ _ X FEE/ADT: __ _ D 4. FACILITIES MANAGEMENT FEE ZONE: __ _ UNIT/SQ.FT.: ___ _ ~.SEWER FEE EDU's: 3_38 BENEFIT AREA: E. EDU's: B. 8e, D 6. SEWER LATERAL ($2,500) X FEE/SQ.FT./UNIT: X FEE/EDU:}, 05B X FEE/EDU:2,£¾,3 =$ ___ _ =$ =$S,57~e>t.f =$,~ (p PJ7, 2-2- =$ D 7. DRAINAGE FEES PLDA. __ _ HIGH ___ /LOW __ ACRES: ____ _ X FEE/AC: __ _ =$ ____ _ D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION 1 of 2 H:\Developmenl Services\MASTERSIFORMS -\MISCELLANEOUS -\FEE CALCULATION WORKSHEET.doc Rev. 7/14/00 '--,~. •1..,., ' l;NGINEERING DEPARTMEN.f .. F:E-E CALCULATION WORKSHEET ,UNffS COPE CONNECTION· FEE · '.'· 1£ ,:~; 1/·-.i,~/~ -\~1~ ..... J-_.,. ___ \...,.. _. ----- .. { . :'.f ij)1'~1....,..·-\-'-: -,--,---,-,--,--,..,,...--· .. , . ..TOTAL:.OFABOVE FEES'*:.$ j Ire\ .t\ l · :--,:·, .I... · ----"."-}---,-_'l-.:-·1·-:;.,,.J,.-----, . . ;~ 1/ \ 1 --....). t .. , :;-,1-• • " • :, ·. .\ J \ t ',.) J..,j) *NOTE: This c.~lculation ,sh~et .is NOT a complete listof ~IUees wtiich may be due. O~dication·s and Improvements n,ay als·o be req1Jired with Building Permits. ·.i ' ·,. . ' ' •" ·,;_, . I \' (,. ,.:, ·,. ·, l .. ,} '!....~ '~ \ ~- \ . 2 of2 . H/ID!)velopnienl Services\MASTERS\FORMS ·\MISCELLANEOUJ;l -\fEE CALCULATION,V\IORKSHEEr.doc Rev, 7 /14/00 June 3, 2008 Catalina Restaurant Group· 5780 Fleet Street Suite 250 Carlsbad, CA 92008 Attn: Samuel Nicholas Borgese, Chief Executive Officer Re: 2200 Faraday Avenue, Suite -250 Impact Fees Dear Mr.-Borgese, I understand the concern over impact fees as stated in your May 7, 2008 letter. The matter was referred to me by Deputy City Engineer David Hauser, and my staff has done additional research into the fees. The additional information is presented below, organized by fee category, as per your letter. Traffic Impact Fee Staff did verify that some error was made in the assessment traffic impact fees for the Dot Hill and Rock Star tenant improvements. No verification was made of the 30% figure quoted in your letter. As I'm sure you can appreciate, we cannot make a previous mistake the basis of future reductions. The original approved plans showed areas of office use and areas of warehouse use. While Dot Hill and Rock Star improved areas largely originally assessed as office, Catalina Restaurant Group is proposing to improve areas largely assessed as warehouse on the original plan. In your letter you proposed the· application of corporate office -single user rate. The corporate office -single user classification is a·pplied only when .a building is occupied by only one user. This situation only occurs rarely, and would not apply for your situation, where multiple tenants are sharing a building. Research into the original plans for the area of your tenant improvements indicated that approximately 6,000 s.f. of the area was originally office use, and the remaining 18,700 s.f. was warehouse use. After discussions with your Vice President of Development Cris Pangan, looking at the summary floor plans, and taking into consideration modification of uses specified in your letter, I have determined that the proposed improvements can be considered as 2,300 s.f. of storage, 6,900 s.f. of manufacturing and 15,500 s.f. of office. These uses, with credit for the original uses, yield a traffic impact fee of $5,888 based on 128 ADT. 1635 Faraday Avenue• Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 @ 2200 Faraday Avenue, Suite 250 Impact Fees Page Two Previously Paid Current Proposal Use Sq. Ft. ADT . Sq. Ft. ADT Warehouse 18,700 94 0 0 Office 6,000 120 15,500 310 Storage 2,300 4.6 Manufacturing 6,900 27.6 Subtotal 24,700 214 24,700 342 Sewer Impact Fee Summary ADT Fee 128 $5,888 The determination of Equivalent Dwelling Units (EDUs) has less categories than the determination of ADT. Using the table above, and classifying the proposed uses as either office or warehouse (for everything other than office), the proposed improvements consist of 15,500 s.f. of office and 9,200 s.f. of warehouse. With credit for the previously assessed 6,000 s.f. of office and 18,700 s.f. of warehouse, the final EDU count is 2.67. This translates to a sewer connection fee of $3,576 and a sewer area benefit fee of $9,697. Previously Paid Current Proposal Summary Use Sq. Ft. EDU Sq. Ft. EDU EDU Connection Benefit Warehouse 18,700 3.74 9,200 1.84 Office 6,000 3.33 15,500 8.61 Subtotal 24,700 7.07 24,700 10.45 3.38 $3,576 $9,697 Public Facilities Fee Staff is not in a position to negotiate the wording of the governing ordinance for the Public Facilities Fee (PFF). The fee has been adopted by City Council, and any relief from that fee would have to come through Council action. Shell buildings classified as warehouse are considered basically unimproved and are not assessed a PFF. As summarized in the previous table, staff calculates that your proposed improvements result in converting 4,000 s.f. of office to manufacturing, and 13,500 s.f. of warehouse to office uses. Since warehouse and manufacturing are assessed similarly for PFF purposes, staff proposes a credit of 4,000 s.f. against the 13,500 s.f. of office conversion, so the PFF would be calculated on 9,500 s.f .. Based on that square footage the Public Facilities Fee for this permit would be $11,637.50 .. Summary Based on a further ~nalysis, we now assess the fees due as follows: Type of Fee Initial Assessment Current Assessment Difference Tr~ffic Impact $17,020.00 $5,888.00 $11,132.00 Sewer Connection $9,289.24 $3,576.00 $5,713.24 Sewer Benefit $25,189.82 $9,697.00 $15,492.82 Public Facilities $30,257.50 $11,637.50 $18,620.00 TOTAL $81,756.56 $30,798.50 $50,958.06 r 2200 Faraday Avenue, Suite 250 Impact Fees Page Three Thank you for your efforts to understand this issue and your commitment to pay all applicable fees. We hope you find this additionai consideration and analysis satisfactory. Sincerely, ~i-dM Glen K. Van Peski, P.E. Senior Civil Engineer -Development Services C: Mike Peterson, Development Services Manager David Hauser, Deputy City Engineer -~ ~(Jo ff * ca co Q 0 0 ~~ >, >, >, .c .c .c ~ &\1 ~ u 1 ~ (I) <1l .c: .s= .<: (.) (.) (.) c:: C: C: "' .!!l "' a: a. a: ~DD ~DD KJDD ~DD ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. csD0-03"-19 Address~:aoo F-ctra..dCL>f Au.JL. Planner Chris Sexton Phone _(7_6_0_) 6=0~2--4~6~2_4~-~_J~------ APN :ol,/,Q .. /{J0-9/ Type of Project & Use:~l~T: ______ Net Project Density: ______ -=-D ...... U ____ /A .... C ___ _ ZoningC.-M General Plan:P r Facilities Management Zone:.__,..5 ___ _ CFD (~Date of p~rticipation: ____ Remaining net dev acres: __ _ Circle One (For non-residential development: Type of land used created by this permit: ____________________ }· Legend: [8J Item Complete ~tern Incomplete -Needs your action· Environmental Review Required: YES __ NO£ TYPE ___ _ DATE OF COMPLETION: _______ _ Compliance with conditions of approval? If not, state conditions which require action. Cond_itions of Approval: Discretionary Action Required: YES NO J/" TYPE ___ _ APPROVAURESO.NO. ______ DATE __ PROJECT NO. ________ _ OTHER RELATED CASES: --------------------- Comp Ii an c e with conditions or approval? If not, state conditions which require action. Conditions of Approval: ______________________ _ Coastal Zone Assessment/Compliance Project.site located in Coastal Zone? YES __ NOL CA Coastal Commission Authority? YES __ NO __ 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): Habitat Management Plan Data Entry Completed? YES __ NO~ 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!) lnclusionary Housing Fee required: YES NO ~ (Effective date of lnclusionary 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!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 ODD ~DD ODD ~DD ~DD ~DD ~D ~D Site Plan: Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES ____ NO __ _ 2. Project complies YES __ NO __ _ Zoning: 1. Setbacks: Front: Required ______ Shown _____ _ Interior Side: Street Side: Rear: Required .,........ Shown _____ _ Required :;?: Shown _____ _ Required 7 Shown _____ _ Top of slope: Re·quired Shown _____ _ 2. Accessory structure setbacks: Front: Required ______ Shown _____ _ Interior Side: Required _, Shown _____ _ Street Side: Required ~ Shown _____ _ Rear: Requir~ · Shown----~- Structure separation: Required Shown _____ _ 3. Lot Coverage: Required ______ Shown _____ _ 4. Height: 5. Parking: Required ______ Shown _____ _ -z_i,\ , 1 0 0 cfJ ( ;>,SO Spaces l3equired-_C,---'--C,~---Shown l tJ-0 ~ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 0,t.JC.t~ H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 04-09-2008 Name: Address: Permit #:lCB0.8II3f1.9 SEAN SCULLY PERMIT PULLERS 1874 S. PACIFIC COAST HWY. #394 REDONDO BEACH, CA 90277 Job Name: Job Address: CATALINA REST.: 24,700 SF O~F 2200 FARADAY AV CBAD St: 250 IN@8fflt'LUif<E 1'1±0 item J o&4m¥c semn-@1 2~.di:11 11.1.mot tiill 1J. 111•ds nna1:11i • 11-.«i@w ~-il.ll.tll.M~~~~~~m£effl11!ch Plcas@~..;:view cm sfaH5 dt csoo1C11tJSall!t-&~M@iilfe~~~a~A-.f-Rl@+i~l.4rehmtgcs "clouded", tu ans o:ftli:cc :imreuiew rypd approval. Conditions: Cond: CON0002654 [MET] She@Doors (Rooms 257 and 291) shall swing in the direction of travel. CFC 1008.1.2 Sheet A0.3 -Provide sufficient number of exits, Room 250A, CFC Table 1015.1 SheeG Exit signs shall be placed in accordance with CFC 1011.1. Indicate on Electrical plan f -y also.Q · ~ Group 2 -Except as specifically permitted by this section egress doors shall be readily ~om the egress side without the use of a key or special knowledge or effort. CFC 1008.1.8 Entry: 03/11/2008 By: cwong Action: CO Entry: 04/09/2008 By: cwong ~n""ZAP.:7 Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 03-11-2008 Name: Address: Permit #: CB080349 SEAN SCULLY PERMIT PULLERS 1874 S. PACIFIC COAST HWY. #394 REDONDO BEACH, CA 90277 Job Name: CATALINA REST.: 24,700 SF OFF Job Address: 2200 FARADAY AV CBAD St: 250 Reviewed l>y: CkD~ BLD<J-. DEPT (~OP"t INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0002654 [NOT MET] · Sheet A0.3 -Doors (Rooms 257 and 291) shall swing in the direction of travel. CFC 1008.1.2 Sheet A0.3 -Provide sufficient number of exits, Room 250A, CFC Table 1015.1 Sheet A2.1 -Exit signs shall be placed in accordance with CFC 1011.1. Indicate on Electrical plan also. Sheet AS -Group 2 -Except as specifically permitted by this section egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. CFC 1008.1.8 Entry: 03/11/2008 By: cwong Action: CO STRU·CTURAL CALCULATIONS. 2200 Faraday Ave. Catalina Restaurant Group Existing Second Floor Opening In-fill Prepared for: Landmark Asset Management Grau 5405 Morehouse Drive, Suite 320 San Diego, CA 92121 Prepared by: Hope Engineering 1301 Third Avenue, Suite 300 San Diego, CA 92101 March 17, 2008 HE Project# 208021.00 (~ Project Name: 2200 Faraday floor opening infill Project No.: HE# 2081018.00 Scope: To infill an existing floor opening 22'-5" long by 6'-0" wide between grids 11-12 and F- G, with metal deck and normal weight concrete topping (matching adjacent existing floor deck) to meet current code requirements. Existing structural drawings prepared by DASSE Design Inc. last dated March 1990, was used as the basis for the review of an adjacent structure. The above work will be performed under the 2007 California Building Code Structural Requirements. ' LOADS .FLOOR Flooring 21/2" N. WT. cone. topping Metal deck steel framing INSULATION GYP. BRD. MISC. Job Nam• 2200 Faraday Job No.: 208021.00 DL TOTAL partition TOTAL LOAD LL LOAD 1.0 psf 27.8 psf 2.8 psf 10.0 psf 1.0 psf 2.8 psf 1.6 psf 47.0 psf 15.0 psf 62.0 psf 80.0 psf 2 rn s co <I= w :i <( :~f '»I I C') I cxi I co 0 I I 0 C\I ,~, I I ~ I ! I ~ I I ~ I ..... Cl) i~ I I I 0 I § I l = I C) I I I -~r ~ I I I iE I I I C) I _, I ~ 51Jvtt I I I .Q u. I 0) I .!: I 1ii I iii I I I I N -I I I I I I 0 0 ..... N 0 co :@r ~ 0 ~ ~ -frl ~ a. :::: ,, - ® "-{i (~ ca lLl s: z ILi z lU IL C) . I --~ I.{\ f'·l X ~. I r,1 lLl -·~ s: IY. tt:i " @ (E) 40" OPEN V'lEB .JO'ST 40'-0" 22'-5o/e," ~ ~ "-._/ l\£1 ~ C'i ') N V'll 2x26 ;<. ('~ 01 N f f f '>f:::_e't -y'on tDr &) beam a:Wtl~st-5 Ill INFILL V'IITH 2 1/2" NORMAL V'IT. CONCRETE (HIN.) V'IITH 6x6-V'l2.9xV'l2.9 V'l.V'LF. OVER I 1/2", 18 GA, FORHLOK (OR APPROVED EQUAL) -----0 (E) STAIRS (r;._~ r~'f?.~ I K·L- -Z. IJ J) y t.:COR. rl7-~ 1').)4 f;:; J?i-~A..\ ---~ ~ t HOPE ENGINEERING 1301 Third Ave., Ste. 300 San Diego, CA 92101 CALCULATED BY _____ DATE _____ _ CHECKED BY ______ DATE _____ _ SCALE-------------- ~::: H ((Jc: n:' 1:.:-:,L /~ 't / /../&, UJ / 9 )( '3 0 -r rz.1 s w lb r-J-1 =-rs 1 . !_ D L.. -;-b z P .<:->IP SI - .. t;::;,-;, (5 :> -- Ll>i L L -::: 1:3c::? P s £-:::· I L ::... l_--... _ ... _· ·_··_· _·. -_--._· ·:_ .. ·._: .. _._:.: __ .. -""f·~f~~-·"' -~~ ~ :: ,eaof,'St--1-I.B; -~:~ ~ 7 zoPLr 02. f .:.')f~ 'Biz::. S5'B Pt..1==- t-t L ::::--1 2 . :;:-~ I J2 [ 4 tz, -.... . .,, .,. r, .. -"'-·' L ~ .:go' 1 lZc.. bL-=-,z psr-~ ~ LL --=-2Jc.7 p<;r ;t-{o D L :::. b 2 P~:r ;< 6/ z LL -:;;:. 'f?t:-::> P :,t;-1:. Lb )z.. - I -<g e::, :PI-tr 240 PLP /"? .. :l,.... __ 1! It,, .. > ,_._ \,,-o-, •• , I I I l {§-) \.)J "21 x.14 D \<: l Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. TIiie: Dsgnr: Project Desc.: Job# 5 Project Notes : Title Block Line 6 Prinled: 17 MAR 2008 Ste el Beam Des •1 g n FIie: i:\PROJECTS\2008\208021.00 2200 Faraday-Ex/sling Floors Opening lnfilM Central Flles\03 Calcs\Enercalc1208021.00.ec6 ENERCALC, INC.1983-2008, Ver.6.0.15 Material Properties Analysis Method: Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Bending Axis : Major Axis Bending Load Combination 2006 !BC & ASCE 7-05 Calculations per I8C 2006. CBC 2007, 13th AISC Fy : Steel Yield : E: Modulus: 36.0 ksi 29,000.0 ksi 1..--) __ • ____ • _ ___.J /'.. W18X35 /-.'. D(0.558-f L(D-72) . Applied Loads ...... ·----·-----·----··-. Load for Span Number 1-~··--~ Uniform Load : D = d~580, L = 0.720 kl~} Tributary Width = 1.0 ft DESIGN SUMMARY ,,________ ____ __...., ~ Maximum Bending Stress Ratio = i 0.677: 1 ) Section used for this span \~~~-~..,,. Mu : Applied 80.870 k-ft Mn/ Omega : Allowable 119.461 k-ft Load Combination +D+L +H Location of maximum on span 11.17 4 ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Live Load Deflection Max Upward Live Load Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio 0.284 in 0.000 in 951 0.504 in 0.000 in 536 Maximum Forces & Stresses for Load Combinations 22.50 ft Service loads entered. Load Factors will be applied for calculations . Maximum Shear Stress Ratio = Section used for this span Vu :Applied Vn/Omega : Nlowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions ( kips ) D L+Lr 6.28 8.10 s Support#1 Support#2 s.2a a.10 v w 0.188:1 W18X35 14.3775 k 76.4640 k +D+L+H 0.000 ft Span# 1 E H Max Stress Ratios -------=---....,..,.-,--,-,-,....,-------------c--~----Summary of Moment Values Summary of Shear Values Load Combination Segment Length Overall MAXimum Envelope Dsgn. L = 22.50 ft +D Dsgn. L = 22.50 ft +D+L+H Dsgn. L = 22.50 ft +D+Lr+H Dsgn. L = 22.50 ft +D+0.750Lr+0.750L +H Span# M V 0.677 0.188 0.296 0.082 0.677 0.188 0.296 0.082 Dsgn. L = 22.50 ft 1 0.582 0.162 Overall Maximum Deflections -Unfactored Loads Mmax+ Mmax- 80.87 35.31 80.87 35.31 69.48 -----------· .. . . ··--·--·-·· ----·· --· ...... _, __________ ,. Load Combination Span Max.•.• Defl Location in Span D + Lr+ L 0.5037 11.326 Ma-Max Mnx 80.87 199.50 35.31 199.50 80.87 199.50 35.31 199.50 69.48 199.50 Load Combination Omega*Mnx Cb Rm Va Max Vnx Omega*Vnx 119.46 1.00 1.00 14.38 114.70 76.46 119.46 1.00 1.00 6.28 114.70 76.46 119.46 1.00 1.00 14.38 114.70 76.46 119.46 1.00 1.00 6.28 114.70 76.46 119.46 1.00 1.00 12.35 114.70 76.46 Max. "+' Defl Location in Span 0.0000 0.000 ts • , J Title Block Line 1 Title: You can changes this area Dsgnr: using the "Settings" menu item Project Desc.: and then using the "Printing & Title Block" selection. Project Notes : Title Block Line 6 Maximum Deflections for Load Combinations • Unfactored Loads Load Combination DOnly Lr+L Only D + Lr+ L Span .. • -•-M ·-• •• H>• •• ,_ o•• -·------•• Max. Downward Defl 0.2199 0.2838 0.5037 Location in Span 11.326 11.326 11.326 Maximum Reactions • Unfactored Load Combination Support Vertical Reaction Overall MAXimum Support 1, (D +Lr+ L) 14.378 Overall MAXimum Support 2, (D + Lr+ L) 14.378 DOnly Support 1 6,278 DOnly Support2 6.278 Lr+L Only Support 1 8.100 Lr+L Only Support2 8.100 D+Lr+L Support 1 14.378 D+Lr+L Support2 14.378 St~el ~ection Properties W18X35 Depth = 1'1}00· iii'. I xx = 510.00 in•4· Web Thick = 0.300 in Sxx = 57.60 in•3 Flange Width = 6.000 in Rxx = 7.040 in Flange Thick = 0.425 in Zx 66.500 in•3 Area = 10.300 in•2 lyy = 15.300 in•4 Weight = 35.061 plf Syy = 5.120 in•3 Kdesign = 0.827 in Ryy = 1.220 in K1 = 0.750 in Zy = 8.060 in•3 rts = 1.520 in rT = 1.490 in Ycg = 8.850 in Max. Upward Defl 0.0000 0.0000 0.0000 Job# Location in Span 0.000 0.000 0.000 Printed: 17 MAR 2008 Note: Only non-zero reactions are listed. J Cw Wno Sw Qf Qw = = = = = 0.506 in•4 1,140.00 in•6 25.900 in•2 16.500 in"4 10.500 in"3 32.700 in•3 I. TIiie Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title: Job# Dsgnr: Project Desc.: Project Notes : Title Block Line 6 Printed: 17 MAR 2008 File: c1PROJECTS\20081208021.00 2200 Faraday-ExisUng Floors Opening lnfiln1 Cenltal Fi!es\03 Calcs\Enercalc\208021.00.ecS , Steel Beam Design ENERcAtc,INC.1s83-200S.ver.s.o.1s :1 i:H~~&i.f~'~!~.!!~JJ.W~~tt~~Stli!f~f.Sfi.~':~~~~r?d?l~~,;.t'1~i1 ~~~at~1~~~i~?W1~J.=k.:4k~~i~zJ.~"ld.~~Ul'fJ\W .... ~~-=.W~JJ11l~!;.~.?l~~-;,;tg:-~:IJ~ ~ f.!E~.i~~ Description : B2 Existing W24x55 composite beam Material p~operties Calculations per !BC 2006, CBC 2007, 13ih AISC Analysis Method : Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 Fy : Steel Yield : E: Modulus: 36.0 ksi 29,000.0 ksi D(6.28 L(8.1) 0(6.28 L(8.1) D/0.2481 U0.32) ... .,, W24X55 24.0 ft Service loads entered. Load Factors will be applied for calculations . . ----·---.. . ·----------------------'-'-------Load for Span Number 1 Uniform Load : D = ~.320 k/ft, Extent= 0.0 -» 9.0 ft, Tributary Width = 1.0 ft Point Load: ~~80, L = 8. rn-~@ 12.0 ft Point Load:\~= 6.280, L = 8.10 j@ 18.0 ft \/- DESIGN SUMM~RY ,,/ ...--~ <Q Maximum Bending-Str-ess-·Ratio = ~/ 0.584: 1 ;-Maximum Shear Stress Ratio= Section used for this span W24X55 .,,/ Section used for this span Mu : Applied "4B,555'k-ft Vu : Applied 0.141 : 1 W24X55 18.9335 k Mn/ Omega: Allowable 240.719k-ft Vn/Omega: Allowable 134.237 k Load Combination +D+L +H Load Combination +D+L+H Location of maximum on span 12.081ft Location of maximum on span Span # where maximum occurs Span # 1 Span # where maximum occurs 18.040 ft Span# 1 Maximum Deflection Support Reactions ( kips ) Max Downward Live Load Deflection 0.195 in D L+Lr s w E H Max Upward Live ~oad Deflection 0.000 in Support#1 8 42 Live Load Deflection Ratio 1480 Support#2 ~:~i 10:67 ...,..., Max Downward Total Deflection 0.345 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 833 Maximum Forces & Stresses for Load Combinations ·-. -. . .... . . .. ------Max Stress Ratios.. . .. Summary of Moment Values Summary of Shear Values Load Combination Segment Length Span# M V Mmax+ Mmax-Ma-Max Mnx Omega*Mnx Cb Rm Va Max Vnx Omega*Vnx Overall MAXimum Envelope Dsgn. L = 24.00 ft 0.584 0.141 140.56 140.56 402.00 240.72 1.00 1.00 18.93 201.36 134.24 +D Dsgn. L = 24.00 ft 0.255 0.062 61.38 61.38 402.00 240.72 1.00 1.00 8.27 201.36 134.24 +D+L+H Dsgn. L = 24.00 fl 0.584 0.141 140.56 140.56 402.00 240.72 1.00 1.00 18.93 201.36 134.24 +O+Lr+H Dsgn. L = 24.00 fl 0.255 0.062 61.38 61.38 402.00 240.72 1.00 1.00 8.27 201.36 134.24 +D+0.750Lr+0.750L+H Dsgn. L = 24.00 ft 0.502 0.121 120.76 120.76 402.00 240.72 1.00 1.00 16.27 201.36 134.24 Overall Maximum Deflections -Unfactored Loads .. -·--·---· .. Load Combination Span Max."-' Defl Location in Span Load Combination Max."+" Dell Location in Span D+Lr+L 1 0.3454 12.403 0.0000 0.000 , I Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Design Title: Dsgnr: Project Desc.: Project Notes : Maximum Deflections for Load Combinations • Unfactored Loads Loact" Combination Span Max. Downward Deft DOiily 1 Lr+L Only 1 D+Lr+L 1 Maximum Reactions • Unfactored Load Combination Support Overall MAXimum Support 1, (D + Lr+ l} Overall MAXimum Support 2, (D + Lr+ L) DOnly Support 1 DOnly Support2 Lr+L Only Support 1 Lr+l Only Support2 D + Lr+ L Support 1 D+lr+L Support 2 Steel S_ection Proeerties W24X55 Depth = 23.600° 'iii ... Web Thick = 0.395 in Flange Width = 7.010 in Flange Thick = 0.505 in Area = 16.200 inA2 Weight. = 55.145 pif Kdesign = 1.010 in K1 = 1.000 in rts = 1.710 in Ycg = 11.800 in 0.1508 0.1946 0.3454 lxx· Sxx Rxx zx lyy Syy Ryy Zy rT = = = = = = = = = Location in Span 12.403 12.403 12.403 Vertical Reaction 14.939 18.934 6.524 8.269 8.415 10.665 14.939 18.934 1,350.00 inA4 114,00 jnA3 9.110 in 134.000 inA3 29.100 inh4 8.300 inA3 1.340 in 13.300 JnA3 1.680 in Max. Upward Deft 0.0000 0.0000 0.0000 Job# Location in Span 0.000 0.000 0.000 Printed: 17 MAR 2008 Note: Only non-zero reactions are listed. J Cw Wno Sw Qf Ow = = = = = 1.180 in"4 3,870.00 in"6 40.500 inh2 35.800 in"4 19.300 in•3 66.100 inA3 " • I Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title: Job# Dsgnr: Project Desc.: Project Notes : Title Block Line 6 Prtnted: 17 MAR 2000 5 I D • File: t\PROJECTS\2008\208021.00 2200 Faraday-Existing Floors Opening ln!i!M Cenlral Files\03 Calcs\Enercalc\208021.00.ec6 , tee Beam es1gn ENERCALC,INC.19ll3-2008,Ver.6.0.15 i !~t~;·1!:~~{~!lf=i1Jil5,lt fi!"t-J~!J.J,~,.i~~:~U.U~1~~~~a{y;~~-~~fil:~\~-t,1~t-~;,j.'~~1~~~\~;?~t5"~~4~~~~ !fil~~=~fol't,;r'i'C=t~h~J:~.;::d ~ ~ ~:: I\'!~ ···o~;;rlptio~·t·" 0 83Ex1sfin9 W24x55 composit~ beam ... . == ~ N= ~ . ~ . • -= -~ = "' .. , .. . •:W> .,, ... M, .. • .•. .... • ==· ,.,,.,,~--"~ ~ • Material Properties CnlClll~lions pi:H· IBC ?.006. CBC 2007, i3lil AISC Analysis Method : Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 Fy : Steel Yield : E: Modulus: 36.0 ksi 29,000.0 ksi t t t f D(0.3724 L(0.48) :t l W27X94 40.0 ft ... fPP!!ed_Lo~d-~---. _. Service loads entered. Load Factors will be applied for calculations . Load for Span Number 1 Uniform Load : D = 0.3720, L = 0.480 k/ft, Extent= 0.0 -» 22.50 ft, Tributary Width = 1.0 ft Uniform Load : D = 0.1860, L = 0.240 k/ft, Extent = 22.0 --» 40.0 ft, Tributary Width = 1.0 ft Point Load: D = 8.270, L = 10.670 k@ 22.50 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.638: 1 Maximum Shear Stress Ratio = Section used for this span W27X94 Section used for this span Mu: Applied 318.827k-ft Vu: Applied Mn / Omega : Allowable 499.401 k-ft Vn/Omega : Allowable Load Combination +D+L+H Load Combination Location of maximum on span 22.550ft Location of maximum on span Span # where maximum occurs Span#1 Span# where maximum occurs Maximum Deflection Support Reactions (kips) Max Downward Live Load Deflection 0.495 in D L+Lr s Max Upward Live Load peflectio,n 0.000 in Support#1 10.39 13.40 Live Load Deflection Ratio 970 · Support#2 9.60 12.39 Max Downward Total Deflection 0.878 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 546 Maximum Forces & Stresses for Load Combinations 0.125: 1 W27X94 23.790 k 189.806 k +D+L+H 0.000 ft Span# 1 w E H Max Stress Ratios ------,---...,.,.,,--~~----------,,-----,,=-~~-Summary of Moment Values Summary of Shear Values Load Combination Segment Length Overall MAXirnum Envelope Dsgn. L = 40.00 ft +D Dsgn. L = 40.00 ft +D+L+H Dsgn. L = 40.00 ft +D+Lr+H Dsgn. L = 40.00 ft +D+0.750Lr+0. 750L +H Span# M V Mmax+ 0.638 0.125 318.83 0.279 0.055 139.21 0.638 0.125 318.83 0.279 0.055 139.21 Dsgn. L = 40.00 ft 1 0.549 0.108 273.92 Overall Maximum Deflections.· Unfactored Loads .. ___ ..... Mmax- Load Combination Span Max.• .. • Dell Location In Span D + Lr+ L 0.8779 20.403 Ma-Max Mnx 318.83 834.00 139.21 834.00 318.83 834.00 139.21 834.00 273.92 834.00 Load Combination Omega*Mnx Cb Rm Va Max Vnx Omega•vnx 499.40 1.00 1.00 23.79 284.71 189.81 499.40 1.00 1.00 10.39 284.71 189.81 499.40 1.00 1.00 23.79 284.71 189.81 499.40 1.00 1.00 10.39 284.71 189.81 499.40 1.00 1.00 20.44 284.71 189.81 Max. •+• Defl Localion in Span 0.0000 0.000 •' v ' Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Design Title: Dsgnr: Project Desc.: Job# 10 Project Notes : Printed: 17 MAR 2008 File: i:\PROJECTS\2008\208021.00 2200 Faraday-Existing Floors Opening lnfil~1 Central Files\03 Calcs\Enercalc\208021.00.ec6 ENERCALC, INC. 1983-2008, Ver. 6.0.15 , ~~~Kil.~:;ii}~i~tt.~ 1 t[tj;Jri~~·;:~-N~ rn:;~J\.l~if~~!~-~~GJ~ill~~:~~s;i?~~:?f:"1~fit.~it~~:~=r~~~~'ti:f._~i:i=?:~ft~~,.~G~is.ti-~;1$l~1J.~~1j;j,i:. n lf:31---t f IC,.~;-~fErl Description : 83 Existing W24x55 composite beam Maximum Deflections for Load Combinations • Unfactored Loads • 00-M ---•o MO 00 0 M Oo OMO Load Combination Span Max. Downward Deft DOnly Lr+L Only D+Lr+L Maximum Reactions -Unfactored Load Combination Support Overall MAXimum Support 1, (D + Lr+ L) Overall MAXimum Support 2, (D + Lr+ L) D Only Support 1 D Only Support 2 Lr+L Only Support 1 Lr+L Only Support 2 D + Lr+ L Support 1 D+Lr+L Support2 Steel Section Properties : W27X94 bejiih · · ·;, · · · · ·· 26:§°00 in Web Thick = 0.490 In Flange Width = 10.000 in Flange Thick = 0.745 in Area = 27.700 inA2 Weight = 94.291 plf Kdesign = 1.340 In K1 = 1.063 in rts Ycg = = 2.590 In 13.450 in 0.3833 0.4946 0.8779 Sxx Rxx zx I yy Syy Ryy Zy rT = = = = = = = = = Location in Span 20.403 20.403 20.403 Vertical Reaction 23.790 21.988 10.387 9.601 13.403 12.387 23.790 21.988 3,270.00 inA4 243.00 jnA3 10.900 In 278.000 i0A3 124.000 inA4 24.800 (nA3 2.120 in 38.800 jnA3 2.530 in Max. Upward Defl 0.0000 0.0000 0.0000 Location in Span 0.000 0.000 0.000 Note: Only non-zero reactions are listed. J Cw Wno Sw Qf Qw = = = = = 4.030 in•4 21300.00 m•6 65.400 in•2 122,QOQ JnA4 46.300 in'3 137.000 jnA3 STRUCTURAL CALCULATIONS . PROJECT: _C_a_lt_a_lt_~_~_~_e_sh_-a_o_m_n_f_-G_n_-o_up.....___ DESIGN ASSUMPTIONS: CONCRETE STRENGTH AT TWENTY EIGHT DAYS: ______ PSI ______ PSI MASONRY: GRADE "N" CONClR~ BLOCK FI M = MORTAR: TYPES 1,80011DSI GROUT: 2000 PSI REINFORCJNG STEEL: A-615 STRUCTURALSTEEL: A-36 LUMBER: DOUGLAS FIR-LAJRCH JOISTS BEAMS AND POSTS STUDS SEISMIC.FORCE: Cs ""CJ. I I GRADE40: GRADE60: #2 . #2. #4 AND LESS (U.O.N.) #5 AND LARGER STUD OR BETTER REPORT BY; /I/ ()A/{: . STRUCTURAL ENGINEERS WIND FORCE: REPORTNO.: ____ _ SOIL PRESSURE: ___ _ DESIGN LOADS: ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL= ROOF LIVE LOAD Sl.:GPfNG- FLAT FLOOR DEAD LOAD FLOORING PLYWOOD JOl$TS INSUL.& MISC. INT. T AL= ___ _ FLOOR LIVE LOAD INTERIOR BALCONY EXITWALKWAY WALL DEAD LOAD INTERIOR EXTERIOR 40 PSF 60 PSF (U.O.N.) 100 PSF 10PSF 16PSF These calculations are limited only \o ttie items included herein, selected by the client and do not imply approval of any other portion .of the structure by this office. These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. · · Job No.' .. Des!9n~c:! r3y_ Date ,. .. ·' .. ., . .., \ 08-80/,00 ~w ;2..-21-og San Diego -14288 D~nle,Esoo St.-eet. Suite ,t; 200, Poway, CA 92064, 858-679-8989, Fax 858-679-8959 Las Vo,u •"'°So. ,on•• #m. L•• Yogas, NV O,W, ,o,.m.,m, '" m-o~s 03Lff < 1/tll//lP SPccl> 8'5m.Plr E~ /t)SUI( b B .z I.{) lrzt /.0 ,A 1.09 a 3F-T @/lJeTrfL .OCCk//1/6 TY/7F: PLB fu : 26 SPAii/-' ~,,.5pr LO/ID t I I, 5 AsF ( /17A-X) /fLtOW: ?-//3 l°SF /Js3o w /J ® !UBE STEEL ,. 'flOR/:ZO/Vlr}L w: /O,f?R5r(2Sj 27. 6P.Lr /,,-6:()" I IS' (~lJGE) 7,6 (IMFAV~) /,l? W ( ,,J 1-Gt ljsBO) /6,3 ps;: {eP6e) /(),8 Ps;--{I/Vlc!P!~) SR=/, 5(27.0X6f 1·(!.3~x1~coo).:: 0,24 IR/J.-</IY 3125 (2/0J(&f3{/11) /(/,?3j20tlOG)-"' 0, 068 V5E /-l55i½x/'bx3jb(a7//v) 5::: 0,3/$ @ T&18C 5TE19'1.-,· ve:~;'lt::At,. VSe-1155 !½. x /½ x,#6 (,r;;;rvj Sn~ At>o) C,'lrfit.CS @ A /l/6tc s.r0ce·-;r.,, 6~5 ?T P~ 22gt1 /"(;_ :;; /, 0 U5E L 2½x2x 1/.:1 MIN Ct/~Ck cif l5T//V6 cTOf..c;r.s Dt5!G/// l>L ::: 35 P5f= l)t&/GIV t-L ::r-:20~1 <"'?CTVAt Ot. A../1·PLF/6 '-~~s,s Deck. r'"\,a /,, 5 f!;F ie/6//) //1/SVtAT/O/ll rs.a(J,O /'Sr ROOFl/f/6 ~"'g3k,c 7t:> TA L ~ US c / 5 /?:;';C /)ES/6/1/ /J1oii. =-6 (35-t 20)-,101/ 8 ;.-66:, CJOO rT · LB /Js1-1/ f ::-2 2 co;z ;:; t 100-tl ½ rv6T l?lt.J-/ 1Sz::: /58 W//1/0 LO//l) .REACT/0//b Wr:tt.:,, ( /5' r1-2p)b ,.,_ ;2/ {) PLF ~ p, ?it J '700?1-L- f ,,SJ I I i 17: /flprtt/1"7 1~ 1:J3 < [@!-~] . vt/P rt == 2 / 0 Pt,iC Ww = :t; S8 :ti/ lo 1 ... :f 2 6 /?Lr fJ =-(a?O/s ; 7-cov; s1.rr16t~ /ltlCJD LoAP 13: ~@/b :-33?il 081-f/CcJP iCJ/Jl> ?1 :k J()i WDt/..-rU-Jw t 1 4, )1 ._,; sJ : q ': /5! 10~, /J/1t>rtrW-'" ?C'.3 658 e:. /YJPF$/~N ~ 0/4: Citic!-<~ E~l6TIN6 6/~~..$ . I DB/6/11 /YJDtt: 10(35f20):21/'8 = 15'~</M F7·LB /G~D-!} iu/;>t-L =-10(!5t20).:: /,fa::J PU" A :: 26Pv (~0 1 ) r s2on Wl/i.1/) 5t:~c-lf/',/ P2 =--26{'2o)-f (t0~/5X3;/-to)r('20XJ/6 x2s/to):: -I 57# OC"A"ffC,t Mt>O.b..s -w P,t tPz t I (f;kl)-1.) 2. 1z_1 I if 2-~{1 /nut-,~"" 103.i 4.:/z < fflt>tF5l6/V .-=,, ok [GlfD-2_f C..Ut>tt =-l</00 PL.F Pt"" 20(20) r 2G(l6)(3'2/4o)~ 253,.</ BCA'cel"'V 0"' -853-1 0000/5 XC!/1o) f-{:2at1c/6Xl51'fo) ... -683"r /n91t.1-rv:: /(/3.,1 8'62 < /1,.,?&1!:S/tfoN .;;;..,. d< LGtf P-3] _; l-UDN = 1400 PLF f}: {'2200/2X36/1tJ)~ G/1'0 11 l?TU-3 P2= ((t>tJO /4):31/,10) -f (tOOtJ/5X3lj4a)-1(4CrJo/&:1X75/1o) =-5.57# 11~0Lt:J Wl?t~ tP(,lh J Pz ~ 'P2- cr G 1 12 ')I 18+--2tl /Y)ptt..,:: I IQ;-153 17-lB ~ /}1t>ESl611/ ~ 0/:::_ V/1//-S7RVT ,,0£3'/6/V p: l_;<JOo fl-/ 1 ,.. 250-t /§ii] p ~ 2,? ~ /o1-1 I 2P ~ J i-P J r/-Cf1k__,,f i r 1 }-c111<--,4 ,f & . tlic $ ~tJ 6, f 11:sls'I ro -!11>-'i3f & -m= 3P:;; 75D 17.1.-e, /Y7,,, 31D: 7:50r7tB A ;:-_ /'2,375P/tz~ qo11n~t!3/f:l ~ ::-9P/rz,,, ~256Ff'3.LB/t=z EE%/ /Yl=ctooo ·111/·LE -4a!/:: //700 '=-2:;250(/':2.];r/l..B j(2C/'Y/0G PSI) 11-?.- :ZR--2250{/2)_ (700 ) :: /,30 11v1 2q .r/0 6 G0:2.)/ vse psoo/. Vsc flSCO/ </ ! 700 (/, 716/l7t/21) o/ .,I/ ~76 /57-: 3 l Cl?f!lt:A-L 5PA-fV; . . .1, P /Yl:,(:2501tX21'X13")/(72'') =-1,0CO!k"L.B f f A ~(250){2-<1X4t)[4zrt-2(t-4)]/3(-48)[</8r2('21)] /27(72)(29t/rf; 4' 2-1 f,'7/ = cJ~0570p/1 - _ 7r-r_-: 700(0.057ti:6)/72 ;:' 0~ 56/ //111 P7-4f ll//lJ toAP c,c ST=/ Z'J:1== 1500 IA/·tB J~O, ?JC/b 8 PIODI ? A.Vl.-i'\"T\O~ -~~ ~L\\}1\Povt.I. V AL.~~M~ t..D~ ¢ e. 'tAL .. ( Ll'.e / . '\': le·:{(tA-1 " '2A4b 11. . U \..Ji \ F CM..n Ll>P-v.? 'ot-1 Siv LS ( u.c. t) (iooo) /. G, (ic.0c.0) 'f l, 1 tJ AD....;.. , ~t.!S~ '?Au .. .,,_"/:'· ft 1"».....R! ~'\ r\ -~ 2)q di"' 'k_.~, "' ~ ... ._,.. ~ ~ ""' ~ 'f:. • 'i-' t' 1 '-P . u3 s~"' t.~· (~4.4-Cr )(t60o) /,G, c~~) .--i:~c ~ 'Q t_ '-I 1li -i ti < (S" • ·$U?PoVL.T '/~L..1 ?t. 'Pi i 1... tsl · \\ir \ ?:,, 6{ t ~#~ I 'I \'1 .. : . , I s~~ LS (~t.'lu') (tooo")j.G('!>(.,,Ooo) ,.\.1Jll~ 12...~ \ ,14-~ tz.~ ~ ,6~l HTK Structural Engineers 14288 Danielson Street, Suite 200 Poway,CA 92054 Rev: 580005 User: KW-0601355, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Title : Catalina Restaurant Group Tl Job# 08-801 Dsgnr: Bruce Cosart Date: 6:07PM, 18 MAR 08 Description : Scope: Steel Beam Design Page 1 catalma rest group.ecw:Calculations ';:;,.,,,"' Description Partition wall support beam with uniform load General Information Steel Section : W16X57 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed !-oads #1 DL 0.102 LL ST Start Location 16.000 End Location 40.000 40.00 ft 0.00 ft 0.00 ft 8.00 ft ''>..:i,~ #2 Code Ref: AISC 9th ASD, <_,:;, · · . 1 ;,;:_1(,, 2003 NFPA 5000 · Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 #5 Fy Load Duration Factor Elastic Modulus 36.00ksi 1.00 29,000.0 ksi Note! Short Term Loads Are WIND Loads. #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Using: W16X57 section, Span= 40.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu = 8.00ft, LDF = 1.000 Moment fb-: Bending Stress fb I Fb Shear fv : Shear Stress fv I Fv I Force & Stress Summary 1<2-• i;,,,r ;i, ,, ,, ,, 2-:i Max. M + Max. M- Max. M @Left Max. M @ Right Shear@ Left Shear @ Right Center Deft. Left Cant Deft Right Cant Defl ... Query Deft@ Maximum 25.62 k-ft 1.88 k 2.85 k -0.325in O.OOOin 0.000 in 0.000 ft Actual 25.620 k-ft· 3.334 ksi 0.154 : 1 2.855 k 0.404 ksi 0.028 : 1 DL _Q!1!Y_ 25.62 1.88 2.85 -0.325 0.000 0.000 0.000 Reaction @ Left 1.88 1.88 Reaction @ Rt 2.85 2.85 Fa calc'd per Eq. E2-1, K*Ur < Cc Allowable 165.960 k-ft 21.600 ksi 101.735 k 14.400 ksi Max. Deflection Length/DL Deft Length/(DL +LL Deft) -0.325 in 1,474.9 : 1 1,474.9: 1 «--These columns are Dead + Live Load placed as noted --» LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 0.000 0.000 0.000 0.000 -0.325 0.000 0.000 0.000 1.88 2.85 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k I Beam, Major Axis, UrT < (102,000 * Cb I Fy)".5, Fb = 0.6 Fy (F3) I Beam, Major Axis, Fb per Eq. F1-8, Fb = 12,000 Cb Af I (I* d) HTK Structural Engineers 14288 Danielson Street, Suite 200 Poway,CA 92054 Rev: 580005 User: KW-0601355, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software y V '~ '' ' Title : Catalina Restaurant Group Tl Job# 08-801 Dsgnr: Bruce Cosart Date: 6:07PM, 18 MAR 08 Description : Scope: Steel Beam Design Page 2 , catallna rest group.ecw:Calculations ' , ' ,, ' "' ' < ' --~ ~ l Description Partition wall support beam with uniform load I Section Properties W16X57 t <¼ g; ; j, ,<' I -'.;j fa,,,;,,, 'q ' ,j ,; ? } i ·~ ~-' ' ,,q, '''" ~ ,%' ;.-,,,zy,; ' ~-· ' * ~1' v,x ,, y ,_,y m \ Depth 16.430 in Weight 57.06 #/ft Web Thick 0.430 in lxx 758.000 in4 Width 7.120 in lyy 43.100 in4 Fla·nge Thick 0.715 in Sxx 92.200 in3 Area 16.80 in2 Syy 12.100 in3 Rt 1.860 in R-xx 6.720 in Values for LRFD Design .... R-yy 1.600 in J 2.220 in4 zx 105.000 in3 Cw 2,660.00 in6 ?-Y 18.900 in3 K 1.120 in HTK Structural Engineers 14288 Danielson Street, Suite 200 Poway,CA 92054 Rev: 580005 User: KW-0601355, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Title : Catalina Restaurant Group Tl Job# 08-801 Dsgnr: Bruce Cosart Date: 6:07PM, 18 MAR 08 Description : Scope: Steel Beam Design Page 1 catalina rest group.ecw:Calculations ,, Description Partition wall support beam with point load General Information Code Ref: AISC 9th ASD, . . 2003 NFPA 5000 Steel Section : W16X57 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads Dead Load Live Load Short Term Location #1 2.448 16.000 40.00 ft 0.00 ft 0.00 ft 8.00 ft #2 Pinned-Pinned Bm Wt. Added to Loads LL & ST ActTogether #3 Using: W16X57 section, Span= 40.00ft, Fy = 36.0ksi End Fixity= Pirined-Pinned, Lu = 8.00ft, LDF = 1.000 Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv I Fv / Force & Stress Summary ,,, , .. .....,, ,,,,,.., t Actual 34.457 k-ft 4.485 ksi 0.208: 1 2.610 k 0.369 ksi 0.026: 1 '< j »,,; ¾' Allowable 165.960 k-ft 21.600 ksi 101.735 k 14.400 ksi #5 Fy Load Duration Factor Elastic Modulus 36.00ksi 1.00 29,000.0ksi Note! Short Term Loads Are WIND Loads. #6 #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Deft) -0.392 in 1,223.2: 1 1,223.2: 1 <<--These columns are Dead + Live Load placed as noted --» Max. M + Max. M- Max. M@Left Max. M @ Right Shear@ Left Shear @ Right Center Deft. Left Cant Deft Right Cant Deft ... Query Defl@ Maximum 34.46 k-ft 2.61 k 2.12 k -0.392in O.OOOin 0.000 in 0.000 ft DL _QnJy_ 34.46 2.61 2.12 -0.392 0.000 0.000 0.000 Reaction @ Left 2.61 2.61 Reaction@ Rt 2.12 2.12 Fa calc'd per Eq. E2-1, K*Ur < Cc LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 0.000 0.000 0.000 0.000 -0.392 0.000 0.000 0.000 2.61 2.12 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k I Beam, Major Axis, UrT < (102,000 * Cb I Fy)".5, Fb = 0.6 Fy (F3) I Beam, Major Axis, Fb per Eq. F1-8, Fb = 12,000 Cb Af /(I* d) HTK Structural Engineers 14288 Danielson Street, Suite 200 Poway,CA 92054 Rev: 580005 User: KW-0601355, Ver 5.8.0, 1-Dec-2003 (c}1983-2003 ENERCALC Engineering Software " , " ~ Title : Catalina Restaurant Group Tl Job# 08-801 Dsgnr: Bruce Cosart Date: 6:07PM, 18 MAR 08 Description : Scope: Steel Beam Design Page 2 catallna rest group.ecw:Calculations Description Partition wall support beam with point load I Section Properties W16X57 k> 1 1' s,', t z '; ,' ~ , l h Depth 16.430 in Web Thick 0.430 in Width 7.120 in Flange Thick 0.715 in Area 16.80 in2 Rt 1.860 in Values for LRFD Design .... J 2.220 in4 Cw 2,660.00 in6 Weight lxx lyy Sxx Syy R-xx R-yy Zx Zy K ''0$1 t' ,-,,!;;_, <t t''S' ;;s' 57.06 #/ft 758.000 in4 43.100 in4 92.200 in3 12.100 in3 6.720 in 1.600 in 105.000 in3 18.900 in3 1.120 in HTK Structural Engineers Title : Catalina Restaurant Group Tl Job# 08-801 14288 Danielson Street, Suite 200 Poway,CA 92054 Dsgnr: Bruce Cosart Date: 6:07PM, 18 MAR 08 Rev: 580005 User: KW-0601355, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description : Scope: Steel Beam Design Description Perpendicular support beam Page 1 catalina rest group.ecw:Caiculations "' --, General Information Code Ref: AISC 9th ASD, . 2003 NFPA 5000 Ste~I Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads Dead Load Live Load Short Term Location Summary #1 2.850 12.000 24.00 ft 0.00 ft 0.00 ft 12.00 ft #2 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 #5 Using: W16X26 section, Span= 24.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu= 12.00ft, LDF = 1.000 Actual Allowable 46.411 k-ft 14.504 ksi Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv I Fv 18.978 k-ft 5.931 ksi 0.409: 1 1.738 k 0.443 ksi 0.031 : 1 56.484 k 14.400 ksi Fy Load Duration Factor Elastic Modulus 36.00ksi 1.00 29,000.0 ksi Note! Short Term Loads Are WIND Loads. #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Deft Length/(DL +LL Deft) -0.185in 1,55~.5: 1 1,558.5: 1 I Force & Stress Summary )-; i-"', .. .:~-s;,<-r;,-~~"'71" ____ _,;:;;;,, ;:,:-,:1!¢f:,9 'tsr" f:r,-'iSJZ&,,..,q,,4;:,;:,s;-;, ,•-~-~"-r:trr,, ,-w,--,t-~-;tt·-· ¥.--,;, ... --w,·· ..... ,.,"" -.v::,,,...,..,~-~"'W",.,•" Max. M + Max. M- Max. M@Left Max. M @ Right Shear@ Left Shear @ Right Center Deft. Left Cant Defl Right Cant Defl ... Query Defl@ Maximum 18.98 k-ft 1.74 k 1.74 k -0.185in O.OOOin 0.000 in 0.000 ft DL _QnJy_ 18.98 1.74 1.74 -0.185 0.000 0.000 0.000 «--These columns are Dead + Live Load placed as noted -->> LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 0.000 -0.185 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in Reaction@ Left 1.74 1.74 1.74 k k Reaction@ Rt 1.74 1.74 1.74 Fa calc'd per Eq. E2-2, K*Ur > Cc I Beam, Major Axis, (102,000 * Cb/ Fy)".5 <= UrT <= (510,000 * Cb/ Fy)" .5 , Fb per Eq. F1-6 I Section Properties W16X26 r~-,,>,,, x,,,~ >,>' * ,,, ,,,,,,,,, ,;,,vf,''t<>'i },,,j,>s, ,;,;,-,,,,t,,,i)f"i,-, .. ,,,,1,::s,~,,va),,n;'r,,,,,,y',.d;~-,,,,:",''./,;,1Af" .... :{'~;1ap; Depth 15.690 in Weight 26.09 #/ft Web Thick 0.250 in lxx 301.000 in4 Width 5.500 in lyy 9.590 in4 Flange Thick 0.345 in Sxx 38.400 in3 Area 7.68 in2 Syy 3.490 in3 Rt 1.360 in R-xx 6.260 in Values for LRFD Design .... R-yy 1.120 in J 0.260 in4 Zx 44.200 in3 Cw 565.00 in6 Zy 5.480 in3 K 0.747 in _ , . .,, ,,, ,,,,;-m HTK Structural Engineers Title : Catalina Restaurant Group Tl Job # 08-801 14288 Danielson Street, Suite 200 Poway,CA 92054 Dsgnr: Bruce Cosart Date: 6:07PM, 18 MAR 08 Rev: 580005 User: KW-0601355, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description : Scope: Steel Beam Design Description Perpendicular support beam with alternate loading Page 1 ,, catalina rest group.ecw:Caiculations •,,, ,, General Information Code Ref: AISC 9th ASD, · · , 2003 NFP A 5000 ,: Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads #1 Dead Load 2.850 Live Load Short Term Location 2.000 Summary . ~-,, 24.00 ft 0.00 ft 0.00 ft 12.00 ft #2 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 #5 Using: W16X26 section, Span = 24.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu= 12.00ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stress fv /Fv Actual 5.809 k-ft 1.815 ksi 0.125: 1 2.926 k 0.746 ksi 0.052 : 1 / Force & Stress Summary 1--· ,<f:-+; t¥f.,, +:.fo@, /", ·% ~ ·•m F; -.... , < ..-,r:;---...,,,,.,, Allowable 46.411 k-ft 14.504 ksi 56.484 k 14.400 ksi Fy Load Duration Factor Elastic Modulus 36.00ksi 1.00 29,000.0 ksi Note! Short Term Loads Are WIND Loads. #6 #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Def! Length/(DL +LL Defl) -0.063 in 4,558.1 : 1 4,558.1 : 1 «--These columns are Dead + Live Load placed as noted --» DL __Qnjy_ 5.81 LL LL+ST LL LL+ST Maximum 5.81 k-ft @ Center @ Center @ Cants @ Cants Max. M + Max. M- Max. M@Left Max. M @ Right Shear@ Left Shear @ Right Center Def!. Left Cant Def! Right Cant Def! ... Query Def!@ 2.93 k 0.55 k -0.063 in O.OOOin 0.000 in 0.000 ft 2.93 0.55 -0.063 0.000 -0.063 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Reaction @ Left 2.93 2.93 2.93 Reaction @ Rt 0.55 0.55 0.55 Fa calc'd per Eq. E2-2, K*Ur > Cc I Beam, Major Axis, (102,000 * Cb I Fy)A.5 <= UrT <= (510,000 * Cb I Fy)A.5, Fb per Eq. F1-6 0.000 0.000 0.000 0.000 / Section Properties W16X26 F-, ,,;; ;,,.,, ,;,,,, ,,, , ,,_i ;, ,,,, " ,, " ,+, , ; ,,, ; ,, --.. > 2, ,, ,, -+;, -),.., * , e-m;, lJ, .... ~ Depth 15.690 in Weight 26.09 #/ft Web Thick 0.250 in lxx 301.000 in4 Width 5.500 in lyy 9.590 in4 Flange Thick 0.345 in Sxx 38.400 in3 Area 7.68 in2 Syy 3.490 in3 Rt 1.360 in R-xx 6.260 in Values for LRFD Design .... R-yy 1.120 in J 0,260 in4 Zx 44.200 in3 Cw 565.00 in6 Zy 5.480 in3 K 0.747 in k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 99 ,.J{ ,,,i n\ /¼ • ,>,,{ -j,•,,, STRUCTURAL CALCULATIONS . PROJECT: _u_a_lt_t1t_h_'r/i_~_~_eG_n_a_v_m_r1_r_G_ro____,_up __ DESIGN ASSUMPTIONS: CONCRETE STRENGTH AT TWENTY EIGHT DAYS: ______ PSI ______ PSI MASONRY: . GRADE "N" CONClR~ BLOCK F' M = MORTAR: TYPES 1,800 Jp>SI GROUT: 2000 PSI REINFORCING STEEL: A-615 STRUCTURAL STEEL: A-36 LUMBER: DOUGLAS .FfR-LARCH JOISTS BEAMS AND POSTS STUDS SEISMICFORCE: Cs ""O. ll ', GRADE 40: GRADE 60: #2 . #2 . #4 AND LESS (U.O.N.) #5 AND LARGER STUDORB~ER REPORT BY: /l/ t:w' E° . ~ NTK HOROWITZ TAYLOR · KUSHKAKI STRUCTURAL ENGINEERS WIND FORCE: REPORT NO.: ____ _ SOIL PRESSURE: ___ _ DESIGN LOADS: ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL= ROOF LIVE LOAD . SLGPfNS- FLAT · FLAT. FLOOR DEAD LOAD FLOORING PLYWOOD JOI$TS INSUL& MISC. FLOOR LIVE LOAD INTERIOR BALCONY EXITWALKWAY WALL DEAD LOAD INTERIOR EXTI:RIOR 40 PSF 60 PSF (U.O.N.) 100 PSF 10PSF 16PSF These carculations are limited only t.o tJ,e items included herein, selected by the ·c1ient and do not imply approval of any otJ:!er 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. · · · ~ob -~o~· Designed By . . ' ~ ~ ... -. ~ . .. -. ·-.... ,. -.... -, .... -. . ...... . . ,Date .. -·--.. : ..... ' . . . . ~- 08-8C?/.OO ,kW 2--21-0~ San Diego -14288 D!inle,lisoo Street, Suite I# 2Gfi1, Poway, CA 92064, 858-679-8989, Fax 858-679-8959 Las Vegas -2350 So • .Jones 1#101, Las Vegas, NV 89146, 702-505-8225, Fax 702-215-5801 O?Jo g,-o?i-ft] < f/r///VI) SPcc'P 8'5/1-'1.Plt E,f ft>5U/?G B .z. 1.0 lrzt · I. 0 ,A 1.0<7 a 3rT (d) /J?f7i1 t DFCk/./1./6 . Tr/Jtf': PLB b : .20 SPAIV-' · ~;$pr _;Js3o w ? LO/IP : I I, 5 P&F ( mAx) ./fLLOW : ~//3 /OS F ~ 7VBc STEEL :'f/OR/iONTrlL w: /O,SP.5r(2.5f 27. 6P?F //,5 (trDGE) 7. b (IMC-A'11~) /,,3 w(~kztlpso) /G, 3 Psr ( et>Gc) /(),8 PSI" {I/V1ctfr1~) ,1~6(.0" SR-= i,5(2toX6// (l.33X1~eoo): 024 7R/J-<J(/ 3125 (27.D)(&)'fl.t/l/) /(!.?3/j.2C/·l'/0G)~ 0, OG8 t.JS6 f-/55/ 1/2-x /'/;?<3jt; ( /11/h) .s~ 0,31$ 1 @ TVBf.-:· 5Te?iL,· vC/,;?71C/lt. v:fe-ltss /½. X /½ x#6. (/'Ml/:/_) S/i,ir-A-t>bl c>fcCS @ A/11'6t.E ae,1ce· ;f-a 0r5 ?T P~ 22s 11 /ft~/, 0 C!1tffCk F,f /5T//IIG cTOIST.5 D/3/G/V DL ~ 35 p;;;:: Oc&/ Gl'v tl ::--:2.0 t55r 4CTVAt Ot. ""'/1-PLF/6 -:.~, 33 /9:SI" <-70/SlS ....,. 2 ~ 5 P5f" /)f.;Ck, ""--/, 5 /tF If /61/J //1/SvtATIO/!J ~<J.O ;CSr-RooFl/1/6 . -,a"" ~3r5,.c 7t>T/IL ~ 05b /5 /15",C 6(35t2.0)-f01/8 ;: ~CJOOrT·t.B /J87-I( f:-22co;2.:, tioo-TI ½ W6T l?JZJ-/ f1: /58' W//1/0 LC>//£) !<E"ACT/CJd Wr;rt. ~ ( 15 r 20)b J<-,2/ 0 PLF ip, 0-1 ! ~Pl-l, i f ?,~ ,tl,~ . .-<lb~ /npr/4#1,7 ':l'?; .::/~:; < /Y/Dtp:5/GN ::p,-t.:)J:::.. Lcrsr-i._7 . WP-fl=== '2./0PtF . Ww =t:/S8 11/G 1 ~ :!2G /?V: . f}"" {«cys: "2CCl'1 S!/l/6tF lttlCJ() LOA/) 13: ~W/b r 33B11 !)6t r/tlciP Lo/Jl> f1 i ~ Pi Wt*t.--rWw t t -t q i 1/i 101 ///ltN-tt-W.!' ?{3 658 6-/YJPP5!6tv ~ 0/4: /6/acD-(} ~ WotL =-10{!5t20).:: /1'CJ:J PU" A == 2GPi1 (20') .. s2011 w1111!) sc~E.e-N P2 :--26{'.2C>)+ (t0CX>/5X3/fo)-t-('20XJ/6X25/-to):--/5711 ~Ec~~M~L?s ·· w P, ~ tP-i t.__ _____ ..5.-!.-___,t 6,kl>-1_; 2. f 12--1 I if 2-~7/ /hut., w ~ Io 3 44z .:::. M t>tFSl6/V ::;, ok.. . .) [<plt-V-2] C:.Ur:>ti. "'-l</OCJ PLF /0 ==-::z.~(20) r 2G(l6)C3,,../.t/o)"" g53l'l eCA'e'el"V ~ == -853-1 0000/5 Xt?/1o) r{")()(Jc/6X!s/fo):' -6£3;-;-scktF6'./": r/()o/.?S /'J?l?tl..tW ~· /(/.3.., 8'62 < MPt;-S/6N _;;;.. d< MtfP-;!] ,· l-Ut>tt. = 1400 PLF f} =-/J.200/2-X36/1eJ) r tfc/0 11 lfT{)-3 0= ((ooo/4YB;/-1o) t (t(X1tJ/5X31/4tJ)t(4aJ(}j&1X'25/1o) = 557" Wt?tt. i<~ J p? ~-j?~ T r t G 1 , 2 '?1 18 +---:2rl _ /J1prt.-== I 1q.../73 fi·t.B < MP~S/&IY ~ 0/:::.. .t ,t l ~ ' ' VIVI-Sr/lvr ,Ot=3'/6/V p::: 00001-f :-250-,t /37-1 7 2P .Jr J i-P t s1-2 J r> ~ i? i ~ 'P f · jr-CMk_.,t J; f t 'y-cHl<-;r1 r t 11 ' & is1" 3 r,~; r;;, ,t 11:slsl lo ~r ~--13 i" (p ~(1.sl t ;11: 3P ~ 750 fi-1..B M~ 3p,,, 7o0r7-t.B A;,-_ /'2,375P/tz~ qe>Cf1n~tg/c:z -<'.J =-9'P/cz :-~250rr5-LB/EZ EEf/ m==c[ooo 111/-LB 4all::: //700 '= ·2:;2::J::)(/2j;i,,/·1.B/(:zC/}'/06 P5.:l) 7/.t.- :ZR--2 2 50(12j (~ ) = /, 30 /Al 1 :2.o/ -r/06 GOi)/ (,)55 /JSOO/. vsc /l5(X)/ , <1: 100(!,. 716jl7?121) =r Lj rb~ ' l, P5Cf.)/ ·_ [l _ jS7-3] C/ff7ICA-t.-5PAltf•' . i P -/Yl;(2Jo1tX2·fX13")/(72'') ~ 1,tJCtJl/1/.LB f f A =-(250)(2.cfX4t)[1/21fZ(Z4)]/3(48)[18r2('2'1)] /27(72)(291/o; -1 2-, b 7 / :, cJ~0570fb/1 _ 7.R:, 700(CJ.057f:6) /72 ;:' 0, 56/ /IV1- /j7-4J /(~J t.OA:0 d-ST~/ zr:2== </500 /A/·tB :lie" 0, Jc; b E5 P/CO/ ,. ,1 • TITLE 24 REPORT Title 24 Report for: Catalina Restaurant Group 2200 Faraday Ave. Carlsbad, CA 92008 Project Designer: Schuss Clark An Architectural Corporation 9474 Kearny Villa Road. Suite 215 San Diego, CA 92126 (858) 578-2950 Report Prepared By: Southwest Group Engineering, Inc. SOUTHWEST GROUP, INC. 15707 Rockfield Blvd., Suite 235 Irvine, CA 92618 (949) 588-6869 Job Number: SCA7841 Date: 4/8/2008 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC -www.energysoft.com. EnergyPro 4.4 by EnergySoft Job Number: SCA7841 User Number: 4633 C,CJNIH.,I: c:;,rq:c:;, KTl'\l'I HEALTH DEPARTMENT: SAN DIEGO COUN1Y HEAL TH DEPARTMENT 1255 IMPERIAL HIGHY'iAY SAN DIEGO, CA ~101 TEL: (EW=I) 998-2222 FAX: ATTN: JIM TUMLIN SEWER DEPARTMENT: "'-'"-""1 .. '' ,._.' .. ---· .......... _.,.._.' ~, .... , .. TELEPHONE COMPANY: AT.IT TEL: FAX: ATTN: BRIAN CHRISTIE ELECTRICITY SAN DIEGO GAS 4 ELECTRIC 1629 Y'E:ST MISSION ROAD ESCONDIDO, CA C!f202C!f TEL: ceseJ 696-9ceo FAX: ATTN: AL KRUEGER NATURAL GAS: SAN DIEGO GAS 4 ELECTRIC 1629 Y'E:ST MISSION ROAD ESCONDIDO, CA '1202'1 TEL: (ese,J 69Ei-9ceo FAX: . ATTN: AL KRUEGER KITCHEN: TRIMAAK AAYGAL INC. 211'1 Y'IHITE ROAD IRYINE, CA G!2614 TEL: (G!4'1) 414-1000 EXT. 2e2 FAX: (G!4G!) 414-12'18 CONTACT: FRANK ROMERO ARCHITECT'S STATEMENT OVERLAPPING AND CONFLICTING REQUIREMENTS: 1. r{Hl:RE COMPLIANCE r{ITH 2 OR MORE INDUSTRY STANDARDS OR SETS OF REQUIREMENTS IS SPECIFIED, AND OVERLAPPING OF THOSE DIFFERENT STANDARDS OR REQUIREMENTS ESTABLISHES DIFFERENT OR CONFLICTING MINIMUMS OR U:YEL.S OF GUALl1Y, MOST STRINGENT REQUIREMENT (Y'*!ICH IS GENl:AALL Y RECOGNIZED TO 6E ALSO MOST COSTLY) IS INTENDED AND Y'IILL BE ENFORCED, UNLESS SPECIFICALLY DETAILED f r \ City of Carlsbad ' ' 1635 Faraday Av Carlsbad, CA 92008 06-06-2008 _J Plan Check Revision Permit No:PCR08051 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 2200 FARADAY AV CBAD St: 250 PCR Status: Parcel No: Valuation: Reference #: PC#: 2121204100 $0.00 CB080349 Lot#: 0 Applied: Construction Type: NEW Entered By: Plan Approved: Issued: Project Title: CATALINA RESTAURANT GROUP-REV Inspect Area: ELECT & MECHANICAL, ADD LIGHTS.FAN, FIRE WRAP Applicant: STEPHEN MAGERKURTH STE 215 9474 KEARNY VILLA RD 92126 858 578-2950 Plan Check Revision Fee Additional Fees Total Fees: $240.00 Inspector: Owner: D L FARADAY LP C/O ORA ADVISORS LLC 220 E 42ND ST #27 NEW YORK NY 10017 Total Payments To Date: $240.00 Balance Due: FINAL APPROVAL Date: Clearance: ISSUED 05/16/2008 RMA 06/06/2008 06/06/2008 $240.00 $0.00 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reser\lations, 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 fee~iexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as ta which the statute of limitations has oreviouslv otherwise exoired. . <. ,, .{'-. EsGil Corporation In <Partnersli.ip witli. qovernment for (J3ui[aing Safety DATE: 06/05/08 JURISDICTION: Carlsbad PLAN CHECK NO.: per 08-051 (08-0349) PROJECT ADDRESS: 2200 Faraday Ave. #250 PROJECT NAME: ELECTRICAL REVISIONS SET: II walk in Cl APPLICANT Cl JURIS. Cl PLAN REVIEWER Cl FILE [ZI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [ZI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person [ZI REMARKS: THE OTHER TWO PERFORATED SHEET E-5's WILL BE CARRIED W/ APPLICANT ALONG WITH ONE COMPLETED PERFORATED SET AND THE ORIGINAL PERFORATED SET. By: Morteza Beheshti Esgil Corporation D GA D MB D EJ D PC Enclosures: walk in 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ~·; City of Carlsbad ~ l>ICa~;,:•110 " --.. _ .. _ ... __ Plan Checl< Revision No. -fiiR-f cJtoro 5/ Origir:,al Plan Check No.?(? t!:?'f};o ~ ?4t1? Project Address 'Z-t(lt? f~--e.w!?( A¥fi · .ff "'U?t2 Date _______ _ Contact ~f'HGrl M~ti~ Ph. tz?12·'71f, ·zPl?O Fax~ ·?7~· t,p??f--lt Addresse.r4:14 ltG~::t v,u~ rtr7. # t-175J:) 4J. tJ;tPN z.rt_-rzt; 4 4 I Business at this address Jo/$¥? / ~ ~~ t!::r~ I Ge~eral Scope of Work />t71.___7B1,.,...t?-"ZPI? 1>,,Nlf' P'l>ritrL # --Crtt>N~ H'/U'1 ~rz_. 1 / -· · 9rig~nal plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Plans D Calculations D Soils D Energy D Other _________ _ 2 Describe revisions in detail Does this revision, in any way, alter the exterior of th~ project? Does this revision add ANY new.floor area(s}? 3 List page(s) where each revision is shown z. l Mt vt1 ~ IVt g/ EZ-- G"4 67 (57 D Yes D Yes D Yes D Yes 4 List revised sheets that replace existin sheets Z, I JtV1 . 1-11 ~ M. - e-( &Z- c4 e-~ Fax: 7 60-602-8558 ,:,. ~ ,;,,:,Ii' f EsGil Corporation In a>artnersnip witn <}overnment for c.Bui{aing Safety DATE: 05/27 /08 JURISDICTION: Carlsbad PLAN CHECK NO.: PCR 08-051 PROJECT ADDRESS: 2200Faraday Ave. #250 PROJECT NAME: ELECTRICAL REVISIONS SET:I l:l APPLICANT l:l JURIS. l:l PLAN REVIEWER l:l FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: STEPHEN MAGERKURTH 9474 KEARNY VILLA RD. #215 S.D. CA. 92126 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: (858) 578-2950 Date contacted: (by: ) Fax #: (858) 578-6346 Mail Telephone Fax In Person D REMARKS: By: Morteza Beheshti Esgil Corporation D GA D MB D EJ D PC Enclosures: 5/20 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad PCR 08-051 05/27/08 ' , GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 220 Faraday Ave. #250 DATE PLAN RECEIVED BY ESGIL CORPORATION: 5/20 REVIEWED BY: Morteza Beheshti FOREWORD (PLEASE READ): PLAN CHECK NO.: PCR 08-051 DATE REVIEW COMPLETED: 05/27/08 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • Please make all corrections and submit two new complete sets of prints to: ESGIL CORPORATION. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No _,. )' ,,.. > ~arlsbad PCR 08-051 05/27/08 ' ' . + ELECTRICAL & ENERGY PLAN REVIEW + 2005 NEC + PLAN REVIEWER: Morteza Beheshti 1. Please show location of "DP2RB". 2. Provide load calculation for the existing panel "DP2RB" per NEC 220.87. • ENERGY CONSERVATION 3. The energy plans are ok as submitted. Note: 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 Morteza Beheshti at Esgil Corporation. Thank you. ' ,', r ·tr' ,- Carls bad PCR 08-051 05/27/08 1 ~ I ~ VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: PCR 08-051 PREPARED BY: Morteza Beheshti DATE: 05/27 /08 BUILDING ADDRESS: 220 Faraday Ave. #250 BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance I,., I Plan Check Fee by Ordinance Type of Review: D Complete Review D Structural Only D Other D Repetitive Fee =8 Repeats 0 Hourly 2j Hours * Esgil Plan Review Fee * Based on hourly rate Comments: ELECTRICAL PLAN REVIEW ONLY. ($) $240.001 $192.001 Sheet 1 of 1 macvalue.doc Carlsbad Fire Department Plan Review Requirements Category: PCR , Date of Report: 05-23-2008 Name: Address: Permit #: PCR08051 STEPHEN MAGERKURTH STE 215 9474 KEARNY VILLA RD SAN DIEGO CA 92126 Job Name: CATALINA RESTAURANT GROUP-REV Job Address: 2200 FARADAY AV CBAD St: 250 BU~LDING DEP'fcr COPY. Reviewed by: I/~ ~~~'lih&:it~~yem have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Cond: CON0002796 [NOT MET] Exits shall be illuminated at any time the building is occupied with light having intensity of not less than I -foot-candle at floor level. The power supply for exit illumination shall be provided from two sources and comply with the Building Code. Exit signs shall be provided in such a way that they provide visible identification of all exits. Plans have been "Red-Lined" to indicate changes. Entry: 05/23/2008 By: GR ~This plan submittal is approved for issuance of Building Permit. There are several 'Add' items indicated on these plans that shall be field verified. PCR08051 2200 FARADAY AV 250 CATALINA RESTAURANT GROUP-REV ELECT & MECHANICAL, ADD LIGHTS,FAN, FIRE WRAP !JJ!?/tJ/ 7D Lf'//L ,)'-/~ w/~ 0 M C§~]Cf( ~,~f4JaARA-5);;1,/0 fs' Annroved Building Planning Engineering Fire Health Col ~lo~-HazMat/Air Quality. Comments Building Planning Engineering 0/ 6 (O 8-~ y_,SSU,EO Fire Forms/Fees School CFO PFF PE&M Special Insp. Fire Sewer --- Sent ,, ., Date By (0-J,QP-c.J YV'A: AJJA }JJ ,4 '-i'/7 -,/nV fl)r ·-V ~~ Date Recd Due? By y N y N y N y N y N y N y N Fees Complete ::s:r1YY:c Application & Related Docs. Complete ~