The URL can be used to link to this page

Home My WebLink About2508 EL CAMINO REAL; C1; CB051405; Permit,., I I ....... -1:.J; City of Carlsbad 11-10-2005 1ij35 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB051405 Building Inspection Request Line (760) 602-2725 Job Address: 2508 EL CAMINO REAL CBAD St: C1 Permit Type: Tl Sub Type: COMM Parcel No: 0000000000 Lot #: 0 Status: Valuation: $63,714.00 Construction Type: VN Applied: Occupancy Group: Project Title: Reference #: · JIMMIS RED HOTS 1517 SF FROM RETAIL TO RESTUARANT Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: Applicant: Owner: MIKA DODD-WADDINGTON STEB 2020HANCOCKST 92110 619~260-0057 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFMFee 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 $407.96 $0;00 $265.17 $0.00 $0.00 $13.38 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'I Reel. Water Con. Fee Meter Fee SOCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License T1:1x (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic l!lipact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee R~dev Parking Fee Additional Fees TOTAL PERMIT FEES ISSUED 04/19/2005 KG 11/10/2005 11/10/2005 Total Fees: $923.01 Total Payments To Date: $923.01 Balance Due: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $146.00 $60.00 $30.50 $0.00 $0.00 $0.00 $0.00 $923.01 $0.00 BUILDING PLANS 1 ,-1-_J__ IN STORAGE ~TTACHED Inspector: FINAL &~8tO_Y1L Date: c;;,L.-fR,. Vb Clearance: ------- NOTICE: Please fake NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "f~/exactions.' You have.9() days from the date th!s permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Govemment·Code Section 66020(a), and file the protest.and any other required information with the City Manager for processing in accordance with Carlsbad 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. -, \006Qj ''.ct~ -~ -~\__.) - ERMlt APP~ICATI \ y'Y) C) 0 A_ , ? CITY OF CARLSBAD BUILDl~~PARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 ~-y'?'::_,,,,"'f"":'"'._' :~:-.._,."}'"°,' ''"7:"""':'"'::,--:-rv•"<:-~~'!,.,_,,"":',~,~r,""''v7~~·\~ "· 1· -'" ~fr ii:--.4 .......... =··-'"J1Mivl1 'S ,_. Address (include Bldg/Suite #) Legal Description Lot No. Subdivision -Name/Number _ _ r2-61lh~ ee1J/t&?--- Name -="'""'== Address City S.fute/Zip Telephone# !s;Z.:AQ,W:RMIQftU:;P,l'.v'IPANV,iN~l't'I.L."'---:., · ••• , -.• -. _-; ·,-,;-;_ .! (Sec. 7931.5 Business and Professions Code: Any-City or County v.[hich requires a permit to construct, alter, improve, demolish or re)Jair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement tl\at he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civllpenalty of not more than five hundred dollars [$5001). TfJ ~ %-C6tfilrn!CD · Name Address City State/Zip Telephone# State License#------~---License Class----'----~-City Business License # _______ _ Address City State/Zip Telephone Designer Nanie State License # l~---, -:1M,QllJ!:_IJ§[:::::t;;::(AO;::. _M:::: __ ;:::PJ:;::.~:::-~::A::::'j:::IQ,;::t:,l:: ___ ,=_::=-:~:::=:c,;:,·: -;:-:-.~ ~:-::---::,:; .. .._ :··--::;· :~·:-:;:-:, _~-:~~:-:--...~ ~ ,. ,,,,_--:z:;7-::z::::--· ~:,·.·:~::::,:~:;:_·: ;{;~: : :--'.':;,.,;;.:;:,, _.::;o_::_;.:;J Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to se{f-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. 0 I have-and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is -issued. My worker's compensation insurance carrier and policy number are: Insurance Company ___ ~-----------------Policy No.____________ Expiration Date _____ ~-- (THIS SECTION NEED-NOT BE COMPLl:TED 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 is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE'------------,-----------------------DATE _________ _ 11:'-FbWNER"8UILDEJfDEQ£ARATIQi.F .. '.\::~~-----~· J'" ~ "" ·. __ ~-:·_ ..... --:.:;: ~-:", .. :.:':~~-- I hereby affirm that I am exempt from the Contractor's License Law for the following-reason: D I, i:!S 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). 0-I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Busin!c)ss 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). · 0 I am exempt under Section ______ Business and Professions Code:for this reason: 1. I personally plan to provide the major labor and materials for corn}truction of the-proposed property improvement. D YES ONO 2, I (have / have not) signed an applici;!tion for a building permit for the propos_ed work. 3. I have contracted,.with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. r plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ 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 / phone number / type of work):· · 'PROPERTY OWNER SIGNATURE _________________ ~--~-,--DATE~--------- igQ,M,P.L,!;Ifi'If!l~,'$EP,llQfil.Ql\,1,VQN~B~Sf PffiVJ/A.l,~Qll,.PIN~.fERMJ.T.S.,{)Jlt;;Y;,,,;. ,._:. _ , .: : ... -,. ;·.~ ;_;,'. :-'.-.... · ... '-.. , -== Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES D NO Is the-applicant or future-building-occupant required to obtain a permit from the air pollution-control district or air quality management district? 0 YES D NO Is the facility to be·constructed within 1,000 feet of the outer boundary of a school site? 0 YES D 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. , J8i,-!:c.,&ON$1;RQ.CJ«)NJc~NPING)~~ .. __ ·. -.• ,. -, . ,-----'., I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issµed (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS::;:::::;::=:;:::::;:::::::::=::::;:::=:;:;:::::::::::;;:::;:;:;:::::::::::;::::;::;:::::::;::;::::;::;;:;:;::::;::::::;::;:;:::=:=::::;. ~'TW.Ll~~\llJ;.;Q~Jl;[JJ;JpA,nQ.N;,;,.:; :: ;, . ~'~S ,,,.J'.;,.,;,, ·. -. · :;,._ · ~-,,:; .;,,;. ,;:_;:·:':;: __ .,:-,,,,;;,; ~'"' ·;,.;;_:,.:,,J.. ... ,t:.:.~--~;..;.,j.c_.i;,-,-.::.:.:: j, · , . fJ.j~-::~-:-,:".:fz:if,'.;:;.,::,;i_.;~;,;:/;'i,-..· ::·;c:,,:~-;1,/,: · _ _,;.~ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit~ of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AG_AINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavation_s over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the-building or work authorized by such permit is not commenced within -180 days from the date of such permit or if the building or work authorized by su h permit is suspended or aba11doned at any time after the work is co~..Jd· a period of 80 da s (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE {/.f'/1'( r DATE _ _._, ____________ _ PINK: Finance City of Carlsbad Bldg Inspection Request For: 02/02/2006 Permit# CB051405 Title: JIMMIS RED HOTS 1517 SF FROM Description: RETAIL TO RESTUARANT Type: Tl Sub Type: COMM Job Address: 2508 EL CAMINO REAL Suite: C1 Lot 0 Location: APPLICANT MIKA DODD-WADDINGTON Owner: Remarks: Totc;1ITime: CD Act Comment Inspector Assignment: PD --- Requested By: JIM Entered By: JANEAN Description 19 Final Structural 29 Final Plumbing f--- 39 Final Electrical 49 Final Mechanical Comments/Notices/Hold · Associated PCRs/CVs Original PC# lns12ection Historx Date Description Act lnsp Comments 01/25/2006 89 Final Combo co PD 12/08/2005 84 Rough Combo AP PD CEILING 11 /3,0/2009 15 Roof/Reroof WC PD 11/30/2005 17 Interior Lath/Drywall AP PD 1·1728/2005 14 Frame/Steel/Bolting/Welding AP PD 11/28/2005 24 Roughrfqpout AP PD 11/28/2005 34 Rough Electric AP PD 11/22/2005 21 Unde.rground/UnderF.loor AP PD WAl'ER LINE 11/18/2005 . 22 Sewer/Water Service CA PD ALREADY DONE 11/17/2005 22 Sewer/Water Service AP PD WATER 11/15/2005 21 Underground/Under Floor AP PD 11/15/2005 24 Rough/Topout WC PD 11/15/2005 34 Rough Electric WC PD 1 r .i: City of Carlsbad Bldg Inspection Request For: 01/24/2006 Permit# CB051405 Title: JIMMIS RED HOTS 1517 SF FROM Description: RETAIL TO RESTUARANT Type: Tl Job Address: Sub Type: COMM 2508 EL CAMINO REAL Suite: C1 Lot 0 Location: APPLICANT MIKA DODD-WADDINGTON Owner: Remarks: Total Time: CD Description Act Comment 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Hold Associated· PCRs/CVs Original PC# lnsgection Histo!Y D~te Description Act lnsp Comments 12/08/2005 · 84 Rough Combo AP PD CEILING 11/30/2005 15 Roof/Reroof WC PD 11/30/2Q05 17 Interior Lath/Drywall AP PD 11/28/2005 14 Frame/Steel/Bolting/Welding AP PD 11/28/2005 24 Roughffopout AP PD 11/28/2005 34 Rough Electric AP PD 11/22/2005 21 Underground/Under Floor AP PD WATER LINE Inspector Assignment: PD --- Phone: 760 04159 Inspect (;t: ~------ Requested By: JIM Entered By: CHRISTINE 11/18/2005 22 Sewer/Water Service CA PD ALREADY DONE 11/17/2005 22 Sewer/Water Service AP PD WATER 11/15/2005 21 Underground/Under Floor AP PD 11/15/2005 24 Rough/Topout WC PD 11/15/2005 34 Rough Electric WC PD DATE: November 4, 2005 JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1405 EsGJI Corporation In (l'artnersli.ip witfi. (}ovemment for CBuifaing Safety SE;T:V PROJECT ADDRESS: 2508 El Camino Real, Unit C-1 PROJECT NAME: Jimmi's Red Hots Restaurant TI g ,AP3UCANT Ul JURIS~ 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 inform~tion. The plans are being held at Esgil Corporation until cor.rected plans are submitted for recheck .. D The applicant's copy of the check list is enclosed for th~ jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Jerry Dodd 2020 Hancock St,Suite 'B', San Diego, CA 92110 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: Jerry Dodd Telephone#_: (619) 260-0057 Date contacted.:\\ l1(0') (by~~ CELL?? (213) 387-3867 Mail Telephor:ie VFaxv/inPerson Fax#: (619) 260-0046 . D REMARKS: By: Chuck Mendenhall (by BE) Enclosures: · Esgil Corporation D GA D MB D EJ D PC 10/31/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 05-1405 November 4, 2005 • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected. sets can be submitted in one of two ways: 1 : Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (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. NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. . -1. 5. c.::U1 s!i,, ... : 0f tn,., µ'.:1/h mu,,t 00 signed by i?'·C PMSOH i'BSP<f.3ib!e for thsli ,;;a.,~0,.:'.i<:''. •;.: :,:Ct:['l-·· .•. e s·c': t.-., stnJ( t·": chtnD,); 3·;sin~=r:· .. a1,d Pc)f,:·:;~~.)7"13 Code. Tt~ .. _ c f-:iE sheets .,:f -. · :~·;.:-~-\:: : ~ _ ·-· ':l t.,·.~~---, •· _ d ·,.: . ::-•. r,ok·.· ,·.:,al c",j'jL/''l(I cl:a•:ii)1 l(:Si)0l•c~c')''·tv. THE FINAL PLANS WILL BE REVll:WED FOR SIGNATURES. Provide evidence of Health Department approval (for restaurants ), where regulated by the local Health Department. The Health Dept. stamps are not ·included in any of the plans submitted to ESGIL CORPORATION for review. • Pl..UMBING (2000 UNIFORM PLUMBING CODE) tJOTE: the City of Carlsbad enforces USC Append·< Chapt. 2~; for t:~e rf:··quired rest rcoms. For rostaurants wirh an occupa;1t ioad ~~,c:ater tr.;n ·i () both a men's and women's rest rooms is requir-:-: .. l anci '.-:,0::-i mu 3: ~:ia ,;isab!-f.:d accessible. As shown there is only one ur, '::ex cb:'.ab.ad :.1·::-cessib!e rest morn shown cm the plan~ THE co;-~,E RE1~L:;:-=tES /:; -~·-EPAF:ATE MEN'S ANDVVOf\.-1EN'S R::ST ROOL: 1HE ;_:ii'SEX F::ST ::;_OOi1: FOR THE EMPL.OYE:1::.S AND ONE FOR .. i -·iE CU:3 rr)MERi:i !S ,.;,:)T .'·,CCEPTi-1BLE. rHE PLJ\N:S STILL SHO\r.' .\rJ l.1-;:'-.. ~CEP-1-.!'.BLE ,_:~.YOi..!T. fV1E~fSiVvOf\1E!\fS RESTROOMS FOR --dE 1>.->-,-Ol\;lff~:3 :.:ds·:-3E PRCN!DEO (.I\CC~~SSlBLE D1RECTLY :·.:~Cd· ..--·.::PUB JC ,\RE/,;,. TO BE VERIFIED BY CITY STAFF. fa 1 I , ~) f • ) Carlsbad 05-1405 November 4, 2005 24. As per UPC, Section 1014.8, for Commercial Kitchen please provide the required grease interceptor, inst_alled oµtdoors and provide sizing calculations using UPC, Appendix H. UPC Section 1014.8 requires a grease interceptor sized per UPC Appendix 'H' for the restaurant. The grease trap is not acceptable. The min. size grease interceptor is 750 gallons. THE GREASE TRAP SIZING SHOWS THAT 320 GALLON IS ADEQUATE FOR THE FACILITY. HOWEVER; THE PLUMBING CODE REQUIRES A MIN. 750 GALLON GREASE INTERCEPTOR. THE PLANS HAVEN'T BEEN CHANGED YET TO SHOW A 750 GALLON INTERCEPTOR. + Ice Cream Dip Well must drain to grease interceptor. • Show compliance with UPC Appendix Has per UPC Sec.1014.8 It As per UPC 209, A grease interceptor is a minimum 750 gallon capacity. END OF PLAN REVIEW EsGn Corporation In Partnersliip witli (jovemment f~r '.Bui(iing Safety DATE: 10/12/05 JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1405 SET:W PROJECT ADDRESS: 2508 El Camino Real, Unit C-1 PROJECT NAME: Jimmi's Red Hots Restaurant TI D APPLICANT (D J URls:'.::::> D PLAN REVIEW ER 0 FILE D The plans transmitted herewith have been corrected wher~ 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 here_with hav~. 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: Jerry Dodd 2020 Hancock St,Suite 'B', San Diego, CA 92110 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 col"!tacted: Jerry Dodd . Telephone#: (619) 260-0057 Date contacted(Of:!/oS-(b~M CELL?? (213) 387-3867 Mail Telepho~ v(Fax ~erson. Fax #: (619) 260-0046 D REMA.RKS: '-VP'} By: Chuck Mendenhall (by KC) Esgil Corporation 0 GA O MB O EJ O PC 10/6/05 Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 05-1405 10/12/05 • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for. residential projects). For expeditious processing, corrected sets can be submitted ifl 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 · 92009, (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) 5e0-1468. 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 Es.Gil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. ' .. NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 1 . Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. The PME sheets of the.plans have not been signed by the professional assuming design responsibility. THE FINAL PLANS WILL BE REVIEWED FOR SIGNATURl:S. 5. Provide evidence of Health Department approval (for·restaurants ), where regulated by the local Health Department. TO BE VERIFIED BY CITY STAFF. • PLUMBING (2000 UNIFORM PLUMBING CODE) NOTE: the City of Carlsbad enforces UBC Appendix Chapt. 29 for the required rest rooms. For restaurants with an occupant load greater than 1 O both a men's and women's rest rooms is required and both must be disabled accessible. As shown there is only one unisex disabled accessible rest room shown on the plans THE CODE REQUIRES A SEPARATE MEN'S AND WOMEN'S REST ROOM. THE UNISEX REST ROOM FOR THE EMPLOYEES AND ONE FOR THE CUSTOMERS IS NOT ACCEPTABLE. THE PLANS STILL SHOW AN UNACCEPTABLE LAYOUT. MEN'S/WOMEN'S RESTROOMS FOR THE CUSTOMERS MUST BE PROVIDED (ACCESSIBLE DIRECTLY FROM THE PUBLIC AREA). ._. ~~ Carlsbad 05-1405 10/12/05. 11. Provide complete water line plans and sizing calculations, including the water.pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610:0 and Appendix 'A'. The water line sizing calc's on sheet P1 show that 1" line will ser:ve the restaurant. THE SIZING CALC'S LISTS THE NUMBER OF FIXTURES AS AS 26 OR 18GPM. THE SIZING CHART FOR 18 GPM REQUiRES 1-1i4 WATER LINE SERVING THE RESTAURANT. THE PLUMBING PLAN ON SHEET P2.1 SHOWS A 1" WATER LINE SERVICE TO THE TENANT SPACE. CONFLICTING INFORMATION IS SHOWN ON THE PLANS REGARDING THE WATER LINE SIZiNG. PLEASE REVIEW THE PLANS BEFORE RESUBMITTING NEXT TIME. 19. Detail how.floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap primers). THE DWV ISOMETRIC FOUND ON SHEET P2.2 SHOWS THE LAV WILL DRAIN THROUGH THE FD WHICH IS OK FOR PRIMING THE FD BUT THE ISOMETRIC DOES. NOT SHOW THE REQUIRED VENTS OR VENT SIZES AT EACH. FIXTURE INCLUDING THE GREASE TRAP. SOME OF THE VENT SIZES ARE SHOWN, BUT QUITE A FEW SIZES ARE MISSING. 24. As per UPC, Section 1014.8, for Commercial Kitchen please provide the required grease interceptor, installed outdoors and provide sizing calculations using UPC, Appendix H. UPC Section 1014.8 requires a grease interceptor sized per UPC Appendix 'H' for the-restaurant. The grease trap is not acceptable. The min. size grease interceptor is 750 gallons. THE GREASE TRAP SIZING SHOWS THAT 320 GALLON IS ADEQUATE FORTHE FACILITY. HOWEVER, THE PLUMBING CODE REQUIRES A MIN. 750 GALLON GREASE INTERCEPTOR. THE PLANS HAVEN'T BEEN CHANGED YET TO S_HOW A 750 GALLON INTERCEPTOR. • MECHANICAL (2000 UNIFORM MECHANICAL CODE) 29. Provide complete kitchen hood plans, details, and calculations to show compliance wi'th .UMC, Chapter 5, Part II a) Provide the UL listing card·showing the exhaust sizing requirements used for the hoods. PROVIDE A COPY OF THE UL OR E;TL LISTING INFORMATION FOR THE PROPOSE_D HOOD TO ALLOW VERIFICATION THAT THE EXHAUST LISTED ON THE PLANS IS CONSISTENT WITH THE LISTING. tHE LISTING WASN'T PROVIDED. DISABLED ACCESS REVIEW LIST DEPARTMENT OF $TATE ARCHITECT TITLE 24 • CURB RAMPS THE RESPONSE TO THE ITEMS BELOW WAS THAT THE DISABLED PARKING AND RAMP ARE EXISTING AND WILL NOT CHANGE. THE . CURB RAMP IS SHOWN ENCROACHING INTO THE LOADING SPACE AND MUST BE CHANGED TO COMPLY WITH THE CURRENT - STANDARDS. THE ITEMS LISTED BELOW STILL APPLY. THE DETAIL ON THE PLANS STILL CLEARLY SHOWS THAT THE CURB RAMP WILL PROJECT INTO THE LOADING/UNLOADING ZONE. THIS IS- PROHIBITED BY TITLE 24. REVISE-THE PLANS. END OF PLAN REVIEW • ---' . / •· , DATE: 9/1/05 JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1405 EsGil Corporation fa Partnersliip witli (jovemmen.t for IJJuiUing Safety SET:m PROJECT ADDRESS: 2508 El Camino Real, Unit C-1 PROJECT NAME: Jimmi's Red Hots 'Restaurant TI D The plans transmitted herewith have· been ~orrected 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 identifi~d below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and shoulc;I 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. ::t -· ·, · • The applicant's copy of the check list has been ser:1t to: . ·.i . Jerry Dodd · 2020 Hancock St,Suite 'B', San Diego_, CA 9211-0 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: Jerry Dodd Telephone#·: (6·19) 260-0057 Date contacted: (by: ) · . CELL?? (213) 387-3867 Mail Telephone Fax In Person Fax#: (619) 260-0046 D REMARKS: By: Chuck Mendenhall . Enclosures: Es!;Jil Corporation ·o PC D GA D MB D EJ "8/25/05 tmsmtl.dot 9320_ Chesapeake Drive, Suite 208 + San Diego, ~alifornia 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 05-1405 9/1/05 • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Bu'ilding Departmer:it, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602-2700. The Cfty 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. - NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items· are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. The PME sheets of the plans have not been signed by the professional assuming design responsibility. 5. . Provide evidence of Health Department approval (for restaurants), where · regulated by the loca.1 Health Department. Not provided. • PLUMBING (2()00 UNIFORM PLUMBING CODE) · NOTE: the City of Carlsbad enforces UBC Appendix Chapt. 29 for the required rest rooms. For restaurants with an occupant load greater than 1 O both a men's and women's rest rooms is required and both mt,Jst be disabled accessible. As shown there is only one unisex disabled accessible rest room shown on the plans THE CODE REQUIRES A SEPARATE MEN'S AND WOMEN'S REST ROOM. THE UNISEX REST ROOM FOR THE EMPLOYEES AND -ONE FOR THE CUSTOMERS IS NOT ACCEPTABLE. 11. · Provic:le complete water line plans and sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe Carlsbad 05-1405 9/1/05 lengths. UPC Section 610.0 and Appendix 'A'. The water line sizing calc's on sheet P1 show that 1" line will serve the restaurant. THE SIZING CALC'S LISTS THE NUMBER OF FIXTURES AS AS 26 OR 18GPM. THE SIZING CHART FOR 18GPM RE;QUIRES 1-1/4 WATER LINE SERVING THE RESTAURANT. THE PLUMBING PLAN ON SHEET P2~1 SHOWS A 1" WATER LINE SERVICE TO THE TENANT SPACE 19. Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap primers). THE DWV ISOMETRIC FOUND ON SHEET P2.2 SHOWS THE LAV WILL DRAIN THROUGH THE FD WHICH IS OK FOR PRIMING THE FD BUT THE ISOMETRIC DOES NOT SHOW THE REQUIRED VENTS OR VENT SIZES AT EACH FIXTURE INCLUDING THE GREASE TRAP. 24. As per UPC, Section 1014.8, for Commercial Kitchen please provide the required grease interceptor, installed outdoors and provide sizing calculations using UPC, .Appendix H. UPC Section 1014.8 requires a grease interceptor sized per UPC Appendix 'H' for the restaurant. The grease trap is not acceptable. The min. size grease interceptor is 750 gallons. THE GREASE TRAP SIZING SHOWS THAT 3230 GALLON IS ADEQUATE FOR THE FACILITY. HOWEVER, THE PLUMBING CODE REQUIRE:$ A MIN. 750 GALLON GREASE INTERCEPTOR. • MECHANICAL (2000 UNIFORM MECHANICAL CODE) 29. 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. PROVIDE A COPY OF THE UL OR ETL LISTINGJNFORMATION FOR THE PROPOSED HOOD TO ALLOW VERIFICATION THAT THE EXHAUST LISTED ON THE PLANS 1$ CONSISTENT WITH THE LISTING. b) Provide exhaust sizing calct1lations for kitchen hoods. UMC- Section 509.7 THE SIZING CALC'S ON SHEET A6 SHOW THE EXHAUST TO BE 4350 BASED ON THI; LISTING. THE HOOD INFORMATION ON SHEET A7 LISTS THE.EXHAUST AS 3919 CFM. THE SIZING CALC'S ON SHEET A6 SPECIFIES 2 12 X15 EXHAUST DUCTS. THE HOOD DETAIL ON SHEET A7 SHOWS ONE EXHAUST DUCT AT THE CENTER OF THE HOOD. NONE OF THE HOOD INFORMATION SHOWN ON THE PLANS IS CONSISTENT. -~ ' I\ ,_ Carlsbad 05-1405 9/1/05 c) Provide construction details of required fire rated grease duct enclosure and hood enclosure. UMC Sections 508.4 & 509.4 NOTHING WAS PROVIDED ON THE PLANS. d) Provide a roof plan·showing the location of all equipment and detail the kitchen hood exhaust duct discharge clearances as per-UMC Section 508.9. SHOW ON SHEET M-1.1 THE LOCATION OF THE GREASE HOOD EXHAUST CANOPY AND THE LOCATION OF THE MUA e) The fire-rated grease duct enclosures must be sealed around the duct at the point of penetration of the ceiling. UMC Section 508.4 NOTHING SHOWN ON THE PLANS f) Show required cleanouts for grease duct on .hood. UMC Section 508.3 NOTHING SHOWN ON THE PLANS g) Show required make-up air for each kitchen hood. The exhaust and make-up air systems shall be connected by an electrical interlocking switch. UMC Section 509.9 THE SIZING CALC'S ON SHEET A6 SHOW THE MUA EQUAL TO 4350 CFM . PROVIDE ON THE PLANS THE MANUFACTURERS SPECIFICATIONS FOR THE MUA SHOWING IT IS CAPABLE OF 4350 CFM h) Clearly show the material used to construct the hood and exhaust duct. UMC Sections 509.2 & 508.1 NOT PROVIDED i) Provide the required clearances from unprotected _combustible · construction of at least 18 inches, as p-er UMC Section 509.4 NOT PROVIDED. j) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. • ENERGY CONSl=RVATION 32. The completed and signed LTG-1, and MECH-1 forms must be imprinted on the plans. THE L TG-1. FORM FOUND ON SHEET E1 .0 MUST BE SIGNED BY THE DESIGN PROFESSIONAL , MIL TON NIEDERHAUS DISABLED ACCESS REVIEW .LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • CURB RAMPS THE RESPONSE TO THE ITEMS BELOW WAS THAT THE DISABLED PARKING AND RAMP.ARE EXISTING AND WILL NOT CHANGE. THE CURB RAMP IS SHOW ENCROACHING INTO THE LOADING SPACE Carlsbad 05-1405 9/1/05 AND MUST BE CHANGED TO CONIPL Y WITH THE CURRENT STANDARDS. THE ITEMS LISTED BELOW STILL APPLY. 33. Curb ramps shall be constructed where a pedestrian way crosses a curb from the parking lot to the sidewalk, per Section 11278.5.1. 34. · . Plans shall show that curb ramps ate ~4811 wide with a slope of s1 : 12 (8.33% ), per Sections 11278.5.2 and 11278.5.3. The lower end of each curb tamp shall have a ½11 lip beveled 45Q, per Section 11278.5.5. 35. Show that the landing at the ·top of the curb shall be level and ~4811 depth for the entire width of the curb ramp. Section 11278.5.4. 36. The slope of the fanned or flared sides of curb ramps shall not exceed 1 : 10, per· Section 11278.5.4. END OF PLAN REVIEW 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. 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 Chuck Mendenhall at Esgil Corporation. Thank you. · 1/ '~ ' DATE: 7/26/05 JURISDICTION: Carlsbad PLAN.CHECK NO.: 05-1405 EsGil Corporation In. Partnersliip 'Ulitli (jo11emment for '.Buiu!ing Safety SET:11 PROJECT ADDRESS: 2508 El Camino Real,. Unit C-1 PROJECT NAME: Jimmi's Red Hots Restaurant Ti -D~ANT D~ 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 shol:lld 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 corr'?cted plans are submitted for recheck. D The applicant's copy of the check iist is enclosed for th~ jurisdiction to forward to the applicant contact_ person. • The applicant's copy of the check list has been .sent to: Jerry Dodd · 2020 Hancock St,Suite 'B', San Diego, CA 92110 D Esgil Corporation staff did not advise the applicant that the plan chec~ has been completed. • Esgil Corporation staff did advise the applicant that the plan check has been completed. Person-contacted:/· Jerry Dodd Telephone #: (619) 260-0057 Date contacted:? i.ri,/o.5(by:+Nq · Fax #: (213) 387-3867 Mail ~lephone D REMARKS: Fa¥ In Person By: Chuck Mendenhall Esgil Corporation D GA D MB ' D EJ D PC Enclosures:· 7/19/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 .,,, Carlsbad 05-1405 7/26/05 • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets cart 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 92009, (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 .. NOTE: The items listed below are from the previous correction list. These remainin.g items have not been adequately addressed~ The numbers of the 'items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. Generally the plumbing & mechanical plans are so poorly prepared and arranged that I can't interpret the plans to verify code compliance. The following items still apply 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though· there are no structural changes. Business and Professions Coqe. 2. Provide a section view of all new interior partitions. Show: a) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Braces shown o sheet 52 at '3'-0" OC .. The top plate must be braced at 6' -0" OC to comply with UBC 1611.5. b) Wall sheathing material and details of attachment (size and spacing of fasteners). Sheathing material .is not shown in detail 4/52 c) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing, Not shown . 5. Provide evidence of Health Department approval (for restaurants ), Where regulated by the local ~ealt.h Department. Not provided. () Carlsbad 05-1405 7/26/05 • ELECTRICAL 7. Submit panels schedule for the panelsse'l'Ving the proposed restaurant. Could not find the panel schedule on the plans 8. Indicate wiring meth.od, i.e. EMT, metal-flex. Did not find this information on the plans 9. Provide multiple switch lighting controls per Title 24, Part 6. Not provided. • PLUMBING (2000 UNIFORM PLUMBING CODE) NOTE: the City of Carlsbad enforces UBC Appendix Chapt. 29 for the required rest rooms. For restaurants with an occupant load greater than 10 both a men's and women's rest rooms is required and both must be disabled accessible. As shown there is Qnly one unisex di$abled accessible rest room shown on the plans 11. Provide complete water line plans and sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 and Appendix 'A'. The water line sizing calc's on sheet P1 show that 1" line will serve the restaurant. This is adequate for the restaurant but the 1" line is tapped from the · building 1.".line as shown on sheetP3. The 1" line serving the restaurant must be on its own meter. The 1" building line serving other tenants within the building is undersized. 12. The water pipe sizing calculations for hot water systems must be now calculated at 100% of the water demand of the fixture. The 25% reduction of the total water demand for hot water is no longer allowed. See item #11 above. 13. . Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 Provide legible gas line plans. I can't read or interpret the piping plan on sheet P3. 16. All water closet seats, except those within dwelling units, shall be of the open ·front type as per UPC, Section 409.2.2. Nothing noted on the 'P' sheet as noted in the response. 19. 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 ta,nk. UPC, Section 510.5 Not shown or noted on the _plans ... ,;,;, · Carlsbad 05-1405 · 7/26/05 · 20. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 608.5 Not shown or noted on the plans 21. Potable water supply to carbonators shall be protected by either an airgap or a vented backflow preventer for carbonated ·beverage dispensers installed within the carbonated beverage dispenser. The carbonated beverage dispenser shall bear the label of an approved testing agency, certifying and attesting that such equipment has been tested and inspected, and meets the requirements of the approved applicable standard. Carbonated beverage dispensers without an approved internal airgap or vented backflow preventer for carbonated beverage dispensing systems shall have the water supply protected with a vented backflow preventer for carbonated beverage dispensers. As per UPC, Section 603.4.13 Not shown or noted on the plans 22. Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap primers). No response and nothing shown on the plans 24. As per UPC, Section 1014.8, for Commercial Kitchen please provide the required grease interceptor, installed outdoors and provide sizing calculations using UPC, Appendix H. UPC Section 1014.8 requires a grease interceptor sized per UPC Appendix 'H' .for the restaurant. The grease trap .is not acceptable. The min. size grease interceptor is 750 gallons. • MECHANICAL (2000 UNIFORM MECHANICAL CODE) / 29. Provide complete kitchen hood plans, details, and calculations to show compliance with ·uMC, Chapter 5, Part II No plans or details were provided for the grease hood, duct and hood mechanical equipment. The followh,g still applies. a) b) c) 'd) Provide the UL listing card showing the exhaust sizing requirements used for the hoods. Provide exhaust sizing calculations for kitchen hoods. UMC Section 509.7. Provide construction details of required fire rated grease duct enclosure and hood enclosure. UMC Sections 508.4 & 509.4 Specify the ICBO approval number for the 3M duct wrap shown on the plans. Provide a roof plan showing the location of all equipment and detail the kitchen hood exhaust duct discharge clearances as per UMC Section 508.9. Carlsbad 05-1405 7./26/05 e) The fire-rated grease duct enclosures must be sealed around the duct at the point of .penetration of the ceiling. UMC Section 508.4 f) Show required cleanouts for grease duct on hood. UMC Section 508.3 g) Show required.make-up air for each kitchen hood. The exhaust and make-up air systems shall be connected by an electrical interlocking switch. UMC Section 509.9 h) Clearly show the material used to construct the hood and exhaust duct. UMC Sections 509.2 & 508.1 i) Provide the required clearances frotn unprotected combustible construction of at least 18 inches, as per UMC Section 509.4 j) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. • ENERGY CONSE:RVATION 30. Provide plans, calculations and worksheets to show compliance with · current energy standards for new lighting and HVAC equipment. Nothing provided that shows compliance with the energyrequirements for the new lighting. 31. Provide complete energy designs for the proposed .changes in e_nvelope, lighting, and mechanical systems. Provide the completed L TG-, and MECH-forms showing energy compliance. Nothing provided for the lighting 32. Th€} completed and signed LTG-1, and MECH-1 forms must be imprinted on the plans. The plans contain the mechanical MECH-1 form but did not .include the lighting form L TG-1. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • CURB RAMPS Include on the plans a construction detail of the curb ramps to show that it complies with the items listed below 33. Curb ramps shall be constructed whete a pedestrian way crosses a curb from the parking lot to the sidewalk, per Section 1127B.5.1. 34. Plans shall show that curb ramps are ~4811 wide with a slope of s1 :12 . (8.33%}, per Sections 1127B.5.2 and 1127B.5.3. The lower end of each curb ramp shall have a %11 lip beveled 45Q, per Section 1127B.5.5. .. -•., 4/ Carlsbad 05-1405 7/26/05 35. Show that the landing at the top of the curb shall be level and 2::48" depth for the entire width of the curb ramp. Section 11278.5.4. 36. The slope of the fanned or flared sides of curb ramps shall not exceed 1: 1 O, per Section 11278;5.4. END .OF PLAN REVIEW 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. 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 Chuck Mendenhall at Esgil Corporation. Thank you. •i • / -6 I, _, DATE: 5/3/05 · JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1405 EsGil Corporati-on In Partnersli:ip witfi. (jovemment for '.BuiCaing Safety SE1:I PROJECT ADDRESS: 2508 El Camino Real, Unit C-1 PROJECT NAME: Jimmi's Red Hots Restaurant Tl 0 APPLICANT C::0 JORIS. _=> 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 signifioant 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: Jerry Dodd 2020 Hancock St,Suite 'B', San Diego; CA 9211 0 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: Jerry Dodd Telephone#: (619) 260-0057 D~tecontacted:~/<l/05(,'p~) Fax#: (2~ ,/ Mail Telephone Fax In Person (.Q l q ,.. ~ (o O -0 0 "t (p D REMARKS: By: Chuck Mendenhall .Esgil Corporation 0 GA O MB O EJ O PC Enclosures: 4/21/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ,, V Carlsbad 05-1405 5/3/05 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 05-1405 , OCCUPANCY: B TYPE OF CONSTRUCTION: V N ALLOWABLE FLOOR AREA: no change SPRINKLERS?: Yes REMARKS: JURISDICTION: Carlsbad USE: Restaurant ACTUAL AREA: 1580 TI STORIES: no change HEIGH,T: no Ghange OCCUPANT LOAD: 48 DATE PLANS RECEIVED BY JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/21/05 DATE INITIAL PLAN REVIEW COMPLETED: 5/3/05 PLAN REVIEWER: Chuck Mendenhall FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, · Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws anq ordin.ances 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 1997 UBC. The following items listed need clarification, modification or change. All. items must_ be satisfied before the plans will be in conformance with the c.ited codes and regul~tiqns. Per Sec. 106.4.3, 1997 Uniform 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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POL.ICY SUPPLEMENTS (1997UBC) tiforw.dot V Carlsbad 05-1405 5/3/05 • Please make all corrections oh the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects {two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and ,calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602-2700. The City will route the p·tans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets .of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1.. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 2. Provide a section view of all new interior partitions. Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate 11to be ICBO approved11 • b) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). c) Wall sheathing material and details of attachment (size and spacing of fasteners). d) Show height of partition ano suspended ceiling, and height from floor to roof framing or floor framing. . 3. Show.on plan that suspended ceilings shall comply with UBC Tables 25-A, 16-0 and 16-B. Th_ese code sections require lateral bracing for the suspended ceiling grid in seismic zone 3 & 4. Provide 4-12GA lateral brace wires splayed 45° to the horiz. and 90° to each other every 144 sq ft (12'-0" OC) and provide vertical compression struts from the suspended grid to the structure above every 144 sq ft. 4. · Specify lever-type hardware for passage doors on floors accessible to the · disabled. Title 24. 5·. · Provide evidence of Health Depar:tment approval (for restaurants ), where regulated by the local Health Department. · · V Carlsbad 05-1405 5/3/05 • ELECTRICAL 6. Submit plan showing location of all panels. 7. Submit panels schedule for the panels serving the proposed restaurant. 8. Indicate wiring method, i.e. EMT, metal flex. 9. Provide multiple switch lighting controls per Title 24, Part 6. • PLUMBING {2000 UNIFORM PLUMBING CODE) . 10. Each sheet of the plat!$ 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. 11. Provide complete water line plans and sizing calculations, including the water pressure, pressur(;) ·losses, water demands, and developed pipe lengths. UPC Section 610.0 anc! Appendix 'A'. 12. The water pipe sizing calculations for hot water systems must be now calculated at 100% of the water demand .of the fixture. The 25% reduction of the total water demand for hot water is no longer allowed. 13. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 14. Provide complete drain, waste and vent plans. 15. Show 1/4 inch per 12 inch slope on drain and waste lines. UPC Section 708.0 16. All water closet seats, except those within dwelling units, shall be of the open fror:it type a.s per UPC, Section 409.2.2. 17. Show the required floor drains in the following locations, as per UPC. Section 41:2.2: a) Commercial kitchens. UPC. Section 412.2.2 18. Show water heater size, type and location on plans as per UPC Chapter 5. \J Carlsbad 05-1405 5/3/05 19. 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. UPG, Seotion 510.5 · 20. Show P & T valve on water heater and detail' drain line route from P & T valve to the exterior. UPC Section 608.5 21. Potable water supply to carbonators shall be protected by either an airgap or a ver:ited backflow preventer for carbonated beverage dispensers installed within the carbonated beverage dispenser. The carbonated beverage dispenser shall bear the label of an approved testing agency, certifying and attesting that such equipment has been tested and inspected, and meets the requirements of the approved applicable standard. Carbonated beverage dispensers without.an approved internal aitgap or vented backflow preventer for carbonated beverage dispensing systems shall have the water supply protected with a vented backflow preventer for carbonated beverage dispensers. As per UPC, Section 603.4.13 22. Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap primers). 23. Show the required. relief vent for grease interceptor. UPC, Section 1009.4. 24. As per UPC, Section 1. 014.8, for Commercial Kitchen please provide the requlred grease interceptor, installed outdoors and provide sizing calculations using UPC, Appendix H. 25. Food waste disposal unit and dishwasher shall not be connected to or discharged into any grease trap. UPC, Section 1015.0 • MECHANICAL (2000 UNIFORM MECHANICAL CODE) 26. Show the size, location, and types of all heating and cooling appliances or systems., 27. Provide complete mechanical plans showing existing and proposed HVAC equipment, ducts, and access to all equipment. 28. Show on the plans that the exisitng mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC Section 1202.2.1 29. Provide complete kitchen hood plans, details, and calculations to show Gompliance with UMC, Chapter 5, Part II u Carlsbad 05-1405 5/3/05 a) Provide the UL listing card showing the exhaust sizing requirements 1,Jsed for the hoods. b) Provide exhaust sizing calculations for kitchen hoods. UMC Section 509.7 c) Provide construction details of required fire rated grease duct enclosure and hood enQlosure. ·UMC Sections 508.4 & 509.4 Specify the IC60 .approval number :for the 3M duct wrap shown on the plans. d) Provide a roof plan showing the location of all equipment and detail the kitchen hood exhaust duct discharge clearances as per UMC Section 508.9. e) The fire-tated grease duct enclosures must be sealed around the duct at the point of penetration of the ceiling. UMC Section 508.4 f) Show required cleanouts for grease duct on hood. UMC Section 508.3 g) Show required make-up air for each kitchen hood. The exhaust and make-up air systems shall ·be connected by an electrical interlocking switch. UMC Section 509.9 h) Clearly show the material used to construct the hood and exhaust duct. UMC Sections 509.2 & 508.1 i) · Provide the required clearances from unprotected combustible construction of at least 18 inches, as per UMC Section 509.4 j) A complete-kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided .. • ENERGY CONSERVATION 30. Provide plans, calculations and worksheets to show compliance with current energy standards for new lighting and HVAC equipment. 31. Provide complete energy designs for the proposed changes in envelope, lignting, and mechanicaJsystems. Provide the completed L TG-, and MECH-forms showing energy compliance. 32', The completed and signed l,. TG-1., and MECH-1 forms must be imprinted on the plans. DISA.BLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE24 Carlsbad 05-1405 5/3/05 33. Clearly show that the site disabled access from the parking to the tenant space. , per SectioA 11-27B.1. • ACCESSIBLE PARKING 34. Show that accessible parking spaces comply with Section 1129B.4.1 as follows: . a) Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading area on the passenger side of the vehicle. b) When more than one space is provided, in lieu of providing a 14' space for each space, two spaces can be provided within a 23' area with a 5' loading zone between each 9'0" wide space. c) Each space is to be a minimum of 18' in depth. 35. At least one in every 8 accessible parking spaces shall be served by an access aisle ~96" in width and designated as VAN ACCESSIBLE, per Section 1129B.4.2. 36. The words "NO PARKING" shall be painted on the ground within each loading and unloading access aisle (iA white letters no less than 12" high and located so that it is visible to traffic enforc.ement officials). Section 1129B.4.2. 37. Ramps shall not encroach into any accessible parkihg·space or the adjacent access aisle. Section 1129B.4.3. • CURB RAMPS 38. Curb ramps shall be constructed where a pedestrian way crosses a curb from the parking lot to the sidewalk, per Section 1127B.5.1. 39. Plans shall show that curb ramps are ~48" wide with a slope of s1 : 12 (8.33%), per Sections 1127B.5.2 and 11276.5.3. The lower end of each curb ramp shall h&ve a½" lip beveled 45Q, per Section 11278..5.5. 40. Show that the landing at the top of the ·curb shall be level and ~48" depth for the entire width of the cur.b ramp. Section 1127B.5.4. 4·1 . The slope of the fanned or flared sides of curb ramps shall not exceed 1 :10, per Section 1127B.5.4. • COUNTERS I _J V Carlsbad 05-1405 5/3/05 42. The tops of service· counters shall be 28" to 34" from the floor. The disabled accessible section of counter shall be at least 36" wide and no more than 28" to S4" high. Section 11228.4. END OF PLAN REVIEW 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. The jurisdiction bas 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 tor your project. If you have any questions ,regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. 7 ,, Carlsbad 05'-1405 5/3/05 i VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1405 PREPARED BY: Chuck Mendenhall DATE: 5/3/05 BUILDING ADDRESS: 2508 El Camino Real, Unit C-1 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V N BUILDING AREA Valuation Re9. VALUE PORTiON (Sq.Ft.) Multiplier· Mod . . Tl 1580 City ~st .. . . . . Air Conditioning Fite Sprinklers TOTALVALUE Jurisdiction Code cb By Ordinance Blog. Permit Fee by Ordinance J • J Plan Check Fee by Ordinance \ • \. T}'pe of Review: 0 Complete Review [] Structural Only D Repetitive Fee =:B Repeats Comments: D Other ti Hourly I Hqur * Esgll Plan, Review Fee ($) 63,714 63,714 $398.96! $259.321 $223.421' Sheet 1 of 1 macvalue.doc .. . . . . . . . PLANNINO/ENGINEERING APPROVALS·-.. · .. ·. - ,aurr NUMBER ca ()j -/~O Y · DATE Wu/? r M>DRESS Z >1) 2, . f3 Ctlrmiz O l-&ll .. RESIDENTIAL _ADDfflON MINOR ( <$10.,000.00) ra,ANTIMPROVEMENT L CARLSBAD COMPANY STORES VILLAG&' FAIRE COMPLET~ .0-FFICE BUILDING OTHER ---------------------------- PLANNER · DATE 1//Z#/t;t"" J ENGINEER DATE f/t'.0jr- Carlsba,d Fire Department 051405 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Fire Prevention Requirements Category: Date of Report: _04_12_2_12_0_05 ______ ,----_ Building Plan Reviewed by: ??;t Name: Mika Dodd-Waddington Address: 2020 Hancock St. Suite B City, State: San Diego CA 9211 O Plan Checker: Job#: 051405 ----------- Job Name: Jimmi's Red Hots Bldg #: . CB051405 --------------------,-.----=---- Job Address: 2508 El Camino Real Ste. or Bldg. No. C-1 rgi Approved D Approved Subject to D· ·incomplete Review FD Job# ------ 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 ~hanges to these items after this date, including field modifications, must be reviewed by this office to insure continued ·conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or .install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval. is based on plans, information and/or sp~cifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to constru~t or install improvements. Please resubmit to this office the necessary plans arid / or specifications required to indicate compliance with applicable codes and standards. 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 to this office for review and approval. 1st 05140p 2nd FD File# 3rd Other Agency ID . ( . \ I STRUCTURAL CALCULATIONS FOR JIMMl'S RED HOTS CLIENT= JIM MCCABE DA TE ISSUED= 10-26-05 ,,.,,;--._. fr.) X>IST ·------... --.-· l~' f ")) ~ . v\~S (~4, ·j ; ----.,.-,--,-..-·"''•i0 .. -.. 1.P, '?"t r .,._ .. ' ,· ---·-... ~----·-... " -0 1.--'---· -~~ .__., I .,,, Project.:j1Mn1's Rt=:D t-&.zy Dote ------- Sheet f . __ o._ " . --~.(r-1 '~ ?--. ~ .1- l~i~\ ?-~ \'°d DODD AND ASSOCIATES ,. , 2020 i-lanc~k St,. Ste. 8 $an ~o, CA. 92110 (619) 260-0057 Fax~ Trtle: Dsgnr: Qescription : Scope: Job if Date: ~V:580000 User: KW-0604324. Ve; 5 8.0. 1-Dec-2003 (CJ1983-2003 ENERCALC Eng1neenng Software General Timber Beam Page 1 !' j1mmt"s red holS.::-:.w.Calcu\ations .. •.: .. :~ . __ .,, .. ,: ·, ••• •• '.-..... # ••• • • •• • --<·.. , ..... ,_ ' Description Roof Joist (RJ1} [ General Information. ............. ·-·. .·· ., ·.,• ... I •• •• •. • • • • •• ••• .. -~ , .... : - • ~-•: ~ •• • V •• • ~ _ Code Ref:. 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are u~ defined j Section Name 2-2x12 Beam Width Beam Depth MemberType Bm Wt. Added to Loads LoacrDur. Factor Beam End Focily Wood I;lensily [F~I Length Uniform Loads .... ' ... -.,. -. . . '. ·. 3.000in 11.250in Sawn 1.250 Pin-Pin 40.000pcf Center DL Left Cantilever DL Right Cantilever DL Center Span 19.50ft ..... Lu Left Cantilever ft ..... Lu Right-Cantilever ft ..... Lu DouglaS Fir -larch, No.2. Fb Base Allow . FvAllow FcAllow E 30.00#/ft . #/ft #/ft LL LL LL 900.0psi 180:0psi 625.Opsi 1,600.0ksi 40.00 #/ft #/ft #/ft 0.00 ft 0.00 ft 0.00 ft .Repetitive Member .... l T_-r"7'·~'7':P-:~z.,.,.?.,,. ... ~.,...d.,..,a,1,...._ L..,,_?~.,a,.,~,:-:.~-i-:--:-:: .. -e, .. -:-• ..,..-:c .. c:-.. ~-_-;-., .. ~._ . ..,.,:;:-,,--:c ... = ... -= .. --:-.. ,;,:-;-.,-,,... .. _,_,.,.,,...,._,..,._ .-:--. -:-.. ,--,.:-::-... -"""' .. ,-,.;,-,. _,.,.._.-::::c,,.,,...._-_-:7"' .. -,,-~-----,------,---,-----...JI. #1 DL@Left OL@Right. 64.00 11ft 64.00 #/ft LL@Left .LL@Right 11ft .#/ft start Loe End Loe 2.500 ft 6.000 ft !'' .. . . . . .I r, ,.· 's,u __ .. _m_m,._ a~---. . .,1------------~-----------------~ f _ • • l Siaam Design OK --.--~---------..... Span= 19.50ft, Beam Width = 3.000in x Depth = 11.25jn, Ends are Pin-Pin Max Stress Ratio o:625 : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max@ Left Support Max@ Right Support Max. Mallow fb 808.54 psi Fb 1,293.75psi I Deflections 4.3 k..ft 6.8 k-ft 4.26k..ft at O.OOk-ft at 0.00 k-ft o.oo· k..ft 6:82 fv 38.88psi Fv 225~00 psi Maximum Shear* 1.5 Allowable 9.126ft 0.000 ft Reactions .•• LeftOL Right DI., Shear: Camber: 0.56 k 0.43k @Left @Right @Left @Center @Right Max Max . . .6mter.span~.. Dead .Load ..... -i-QtaiioSKf ., .. , ... Leit·~1ever: .. Dead Load 0.000 in 0.0 Deflection -0.289 in .... LocatiOn 9.516ft , .. LengthlDeft 810.5 camber ( using 1.s • D.L Deft ) •.• @Center o.~ in @ Left 0:000 in @ Right 0:000 in [s-tr_e_s_s_c~·alcs Bend\llg ~lysis Ck -30.585 Le Cf 1.000 Rb ,@Center @ Left Support @Right Support Shear Al)alysis Design Shear Area Required Fv: Ailowable Bearing 8 Supports Max. Left Reaction Max. Right Reaction . . . .. ~ .. ; .. . , ,. . . . . .. O.OCX)'ft 0.000 MaxMoment 4.26 k-ft o.oo k.:ft 0.00 k-ft @ Left Support 1.31 k 5.~in2 225;00 psi 0.95k 0.82 k · -0.517 in Deflection 9.594 ft ~ .. Length/Defl 452.54 Right Cantilever ... Deflection ..• Length/Deff 0.000 in 0.0 Sxx Cl 63.281 in3 949.085 SxxReg'd 39.55in3 0.00in3 0.00 in3 Area 33.750·in2 @ Right SuPPQrl 1.12 k 4.990 in2 225.00 psi Bearing Length Req'd Bearing Le~h Req'd Allowable 1b 1,293.75 psi 1,293.75 psi 1,293.75 psi 0.506 in 0.439 in 1.3 k 7.6 k 0.95k 0.82k O.OOOin 0.433in O.OOOin 0.95k 0.82k Total Load 0.000 in 0.0 0.000 in 0.0 I·· :, OODD AND ASSOCIATES 2020-Hancock St., Ste. e San Diego, CA. 92110 (619)280-0057 Fax260-0046 ,. Rev: 580000 TiUe: Jobt Dsgnr: Date: Description : Scope: Page 1 I User:.K\1\/-060'1324. Ver 5 8.0. 1-0ec-2003 {c)1~-2003 ENERCALC Eng,neenng Software General Timber Beam 11mmr~~-red hots e<;w:Ca1culations • ., J • • • -• • •• ••• • • , .. • • •• •• ~ ... - Description Roof Joist (RJ2) I General Information .. -. '....· . . . . .. ~-.... · ... Code Ref: 1997 NOS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined I . ·-· ·... . --·· . . . . . . . . . Section Name ~-2x12 Beam Width Beam-Depth ~~rType Bm Wt. Added to Loads Loacf Our; Factor Beam End FDCily · W~ocrnensity #1 DL@Left DL@Right R. Dl@Left DL@Right 3.000in 11.250in Sawn 1.250 Pin-Pin 40.000.pc:f . . . ~ .. -~. . . 30.00 ttlft 30.00 ttlft 30.00 #/ft 30.00 #/ft Center Span . 6.00 ft ..... Lu 0.00 ft -Left cantilever ft ..•.. Lu o.oo ft Right cantilever ft ..... Lu 0.00 ft Qouglas Fir-Larch, No.2 Fb Base Allow Fv:Altow FcAllow 900.0psi 180.0psi 625.0psi E 1,600.0ksi LL@Left LL@Right LL@Left LL@Right 40J)0 #/ft 40.0Q #/ft. 40.00 #/ft 40.00 #/ft Start l,.9C End Loe Start Loe End Loe Repetitive Member 0.000 ft 1.000 ft 4.250 ft 6.000 ft --------------------------·-· . Point Loads . . -~adload 18.Slbs lbs lbs 25.0lbs lbs lbs lbs lbs Live Load ... d~tance 284:o·ibs · · ·. 328.0lbs 2.000ft . ·284;0,lbs 328.0lbs 4.000ft 1a.slbs 25.0lbs 1;000ft 5:250ft 0.000ft 0JJOO ft 0.000ft ·1--I---------'------.,.--------,----------------, ..... I Span= 6.00ft; Beam Width = 3.000in x Depth = 11.25in, Ends are Pin-Pin Max Stress Ratio Q,202 : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment 1.4 k..ft 6,8 k..ft Maximum Shear* 1.5 Allowable 1.38k-ft at 0.OOk..ft at 3.984ft 0.000 ft Shear: Max@ Left Support Max@ Right Support Malt. M allow 0.00 k..ft 0.00 k..ft 6.82 . 1b '261.90 psi fv 30.66psi Fb 1,293.75psi Fv ~5.00psi l Deflections ····--·-eenters~n:.:' 0eciifl.oaci···, · Deflection -0.008 in · ... Location 3.000 ft ... length/Def! 9,350.5 Camber ( using 1.5" D.L Deft) ... @ Center 0.012 in @ Left 0.000 in @ Right 0.000 In ToJallgad -0.016 in :toooft 4,458.83 Reactions ... LeftDL RightDL Camber: 0.37 k 0.38k . Left Caniiiever •.• Deflec:tion .... Length/Deft Right Cantilever .•• 'Deflection ... Length/Deft @Left @Right @"Left @Center @Right Max Max Dead load 0.000 in 0.0 0.000 in 0.0 Beam Design OK 1.0 k 7.6 k 0.76k 0.80k O.OOOin 0.012in O.OOOin 0.76k 0.80k Total load 0.000 in 0.0 0.000 in 0.0 I DODD AND ASSOCIATES 2020 Hancock St,. Ste. B San Diego, CA. 92110 (619) 260-0057 Fax 260-0046 TIiie: Dsgnr: Descli~.: Scope: ··Rev· 58COOO -------------- User. KW-0504324, Ver 5.8.0 !-Dec-2003 General T~mber Beam (c)1983-20.03 ENERCALC E:ngineeri11g Sortware .... ,•,•... .. . . . ., '., •,, ,.. ... -., Description Roof Joist (RJ2) I Stress Cales Bending Analysis Ck 30.585 Le Cf 1.000 Rb @Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @Supports Max. Left Reaction Max. Right Reaction ,. ',•· ... · . 0.000ft 0.000 M@Moment 1.38 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 1.03 k 4.599 in2 225.00 psi" 0.76 k 0.80k Sxx 63.281 in3 Cl 764.131 SxxReg'd 12.81 in3 0.00 ing 0.00 in3 @ Right Support 1.02 k 4.521 in2 225.00psi Bearing Length Req'd Bearing.Length Req'd Date: Area 33.750 in2 Allowabiefb 1,293.75 psi 1,293.75 psi 1,293.75 psi 0.408 in 0.425 in . Page2' i1mm1 · s red t"!ots . .ecw. Cal~lstir,ns DODD AND ASSOCIATES 2020 Hancock St., Ste. B San Diego, CA. 92110 (619):280.0057 Fax 260-0046 Rev· ·ssooco ··----· · - . User: KW:,_"'604324. Ver 5.B 0. 1-0ec-2003 TIiie: Dsgnr: Date: Description : Sc.ope: . Page 1 · ,c)19SS-:2003'ENERCALC Eng1neenng Software . JU;,mi·s red hots.e~v·Calculaficns· . ~ . . .. , .. : Description Roof Joist (RJ3) ~f<;_._en_· e=t=a=•-.-~".,..._-f_~.,...:m_a_tl_o_n====:-,--,-,-,-,---,-,-.-. --:. _-,-. c_ode,....,-_R_ef._. 1997 NOS, 2~3 IBC, 2003 NFPA-5000. Base aliowables are user defined I ·Section Name 2-2x12 Center Span 19.50.ft. . .... Lu 0.00 ft Beam Width 3.000in 11250in Sawn Left Cantilever ft ..... Lu 0.09 ft Beam Depth MemberType Right Cantilever ft ..... Lu 0.00 ft Doug'8s Fir -Larch, No.2 Fb Base Allow Bm Wt. Added to Loads Load Dur. Factor ~am End f"DCity Wood Density 1'.250 Pin-Pin 40.000pcf FvAllow FcAllow E 900.0psi 18C);Opsi 625.0psi 1,600.0ksi Repetitive Member ~i:~~gthu~m,r; i::~~----··-.-. ~-----··--------·---··--·---- eenter DL 30.00 #/ft LL 40.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft -~----~----··"· i Point LQads ... ··· o~ifLoac1·· · 321.olbs Live Load 416.0 lbs ... dista~ 0.542 ft 321.oitis· 416.0lbs. 3.125ft ibs lbs 0.000ft lbs lbs 0.000ft lbs lbs 0.000ft lbs lbs 0.000ft lbs lbs 0.000ft L: ::s.u~'!!~~r ., .... -.. .i Span= 19.50ft, Beam Width = 3.000in x Depth = 11.25in, Ends are Pin-Pin Max Stress Ratio o.771 : 1 · Maximum Moment 5.3 k..ft Allowable 6,8 k..ft Maximum Shear* 1.5 Allowable Max. Positive Moment Max. Negative Moment 5.25k-ft at O.OOk..ft . at 7_956 ft 19.500 ft · Shear: Max @ Left Support Max @·Right Support Max. Mallow 0.00 k..ft 0.00 k-ft 6.82 1b 997.0Tpsi fv 57.91 psi Fb 1,293.75 psi Fv 225.00 psi I Deflections .. Center Span.._ Dead Load Deflection -0.309 in ... Location 9.360 ft ..• Length/Defl 756.5 Camber ( -using 1.5 * D.L .Deft ) -·· @ Center 0.464 in @Left 0.000 in @ Right 0.000 in Total Load -0.645in 9.3!3() ft 362.63 Reaction~ ••. LeftDL RightDL . Camber: 0.98 k 0.45k Left Canti~ver.-. Deflection ... Length/Defl Right Cantileve_r ••• Deftedion .•. Length/Deft @Left @Right @Left @Center @Right Max Max Dead load 0.000 in 0.0 0.000 in 0.0 2.0 k 7.6 k 2.12k 0.91k O.OOOin 0.464in O.OOOin 2.12k 0.91 k Total load 0.000 in 0.0 0.000 in 0.0 I DPDD AND ASSOCIATES 2020 Hancock St, Ste. B San_Diego, CA. 92110 (619) 260-0057 TIiie: Dsgnr: Description : Scope: Job# Dale: . Fa)!: 260-0046 Re~;:58000~·---·-~0 • ·~----·-----------~-----·--·-·---- U5e.r KW-0004324, Ve;-:i,6Q. 1-f)ec-:O'):l G,enernt Thnbt1r Beam Page-21 (Cl1863-2003 F:NERCALC·Erigineer,:,g Software· Description Roof Joist (RJ3) [stress Cales ' . . ... Bending Analysis Ck 30.585 Le Cf 1.000 Rb @Center @ left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @Supports Max. Left Reaction 'Max. Right ReactiOn 0.000ft 0.000 Max Moment 5.26 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 1.95 k 8.686 in2 225.00 psi 2.12 k 0.91 k Sxx 63.281 in3 Cl 2120.184 SxxReq'd 48.nin3 0.00 in3 O.00in3 @ Right Support 1.26 k 5.596in2 225.00psi Bearing Length Req'd Bearing Length Req'd 11m1,i,·-e. red, hc:its et:.w·Calculauons 1 ------------, Area . 33,750 in2 Allowablefb 1,293.75 psi 1,293.75 psi 1,293.75 psi 1.131 in 0.487 in ,DODD AND ASSOCIATES ,, • 2020 Hancock St, ste. B San Diego, CA. 92110 (619) 260-0057 Fax 260-0046 Tdle: Dsgnr: Des(;ription : Scope: .r Rev 5600CO ··· ·· ---'--~-----------------""--'-----'------ User. KW--060A.."l24 V;,r 5 8.0 1-D.;-::-2003 (c)i98:?-2003'ENEFlCALC Engme,eri:1g S.oftware Description Roof Joist (RJ4) General Timber Beam Job# Date: ["General lnfo_rm....,-·,....a_ti_o_n __ "'--;--___ ~---:--c_od~----e-R_ef:_._199--', __ :-7-N~D-S_, __ 200~-";""~----·sc_· ,_2_00_3_N_F_P_'A_5000 __ ._Ba_se_~,,..._11owa ___ bles_a_re ___ use_r_de_fined____JI- Section Name 2x12 Center Span 16.40ft ..... Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft ..... Lu 0.00 ft . Beam Depth 11.250 in Right Gantilever ft ..... Lu 0.00 ft Member Type Sawn Douglas Fir,. Larch, No.2 Bm Wt. Addecno Loads Fb Base Allow Load bur. Factor 1.250 Fv Anow Beam End Fixity Pin-Pin Fe Allow Wood Density 40.000pcf E 900.9psi 18Q;Opsi 625.0psi Repetitive Member Center DL Left cantilever DL Right Cantilever DL r· _ Summary j I 30.00#/ft #/ft #/ft LL LL LL 1,600.0ksi 40.00 #/ft #/ft #/ft Span= 16.40ft, Beam WKHh = 1.500in x Depth= 11.251n, Ends are Pin--Pin . Max Stress Ratio o. 738 : 1 Maximum Moment 2.s k-ft Allowable 3.4 k-ft Max. Positive Moment Max. Negative Moment Max @ Left Support M;vc.@RightSupport Max. Mallow fb 952.32 psi Fb 1,293.75 psi I Deflections 2.51 k-ft at O.OOk-ft at 0.00 k-ft 0.00 k-ft .3.41 fv 48.34psi Fv 225.00 psi Maximum Shear* 1.5 Allowable 8.200-ft 0.000 ft Reactions ... LeftOL RightDL Shear: Camber: 0.28 k 0:28k @Left @Right @Left @Center @Right Max ,Max ~ Span... Dead Load Deflection -0.198 in ... Location 8.200 ft ... Length/Oefl 992.6 TotaiLoact -0.427 in 8.200 ft 461.02 Left Cantilever ... Deflection •.• Length/Deft Right Cantilever ... Dead load 0.000 in 0.0 camber ( using 1.5 * D.L Deft ) ••• @ Center 0.297 in @ Left 0:000 in @.Right 0.000 in I Stress Cales ' . Bending Analysis Ck 30.585 Le ci 1.000 Rb @Center @ Left Support @ Right'~fo~rt Shear Analysis Design Shear Area Required Fv: Allowable , Bearing 8 S'-'pports Max. LeftReadiOn Max. Right Reaction 0.000ft 0.000 MaxMornen! 2.51 k-ft 0.00 k-ft 0.00 k-ft @ Left·Support 0.82 k 3.626 in2 225.00 psi 0.61 k 0.61 k Deflection ·:·Length/Defl 0.000 in 0.0 ·----------------------- Sxx 31.641 in3 Cl 612.437 Sxx'Req'd 23.29.in3 0.00 in3 0.00 in3 @ Right Support 0.82k 3.626 in2 225.00 psi Bearing Length Req'd ~aring Length Req'd Area 16.875 in2 · Allowable fb 1,293.75 psi 1,293.75 psi 1,293.75 psi 0.653 in 0.653 in 0.8 k 3.8 k 0.61k 0.61k 0.000in 0.297in O.OOOin 0.61k . 0.61 k Total Load 0.000 in 0.0 0.000 in 0.0 l [,:.J] DODD AND A\90C.IA'Il!S coaJL11NG BNC:JJNJ:ma 2020 1-fANCOCK ST, STE B SAN DEQO, QA 92110 (e19)2eo-oo57 FAX 2eo--004e .. STRU,CTURAL CALCULATIONS FOR JIMMIS RED .HOTS CLIENT= JIM MCCA~E DATE ISSUED= 08-22,-05 ,.~·---·--.... \\ \'-- DODD AND ~TBS- COSJL11NG ENGINEBRS (N), W: fr>) ~ X \?- Project-::\1"'\nl's REI) tfe.7l Dote ·------- Sheet_~_of ____ _ .,. ·DODD AND ASSOCIATES 2020 Hancock St, Ste. B San Diego, CA. 9211 o (619) 260-0057 Fax 260-0046 Title: Job# Dsgnr: Date: Description .: Scope: lflev 560000 I User KW-060432~. Ve,58.0, 1-Dec-2003 Genera! Timber Beam Page 1 } t:.,:~~3~,:~~ EN~~CALC Engine_e,_r,..01ng,__,~~~fu'-'s-\v..:..a~;-,-~~-.:s-:-.. --:., •• :-. --=,.,.,--7".··_,.,.-:-, _,---,-,...,~--,,. ,C"""--:-. ""'· c--:-~------,---------!i,::.:_•m::.:.;m:.::' s.:.,:re:::.d::.:.ho:,:;:lsc;..s:::.=-V',:_::'·C::::al:::::cu::::la:::_:t10'.'.;ns:...: Descri_ption RO()f Joist (RJ 1) [_General Information. '• • --· •• ··,, .. r • ' ,, ' ' ,, • '·. • . ... ' ~ , .. ,, Code Ref: 1997 NDS, ~003 IBC, 2003 NFPA 5000. Base allowables are user defined I '., .. , ........ -:,· ,..,,_,,' -· •.,, . ,, .. . . . . . ,. Section Name 2-2x12 Center Span 19.50 ft ..... Lu 0.00 ft Beam Width 3.000in 11.250in Sawn Left Cantilever ft ..... Lu 0.00 ft Beam Depth Member.Type Right Cantilever ft ..... Lu 0.00 ft Bm Wt; Added to Loads Load Dur. Factor 1.250 Do~glas Fir -Larch; J\lo.2 FbBaseAllow FvAllow · · Qeam End fixity Pin-Pin 4!).000pcf FcAIIow 900.0psi 180.0psi 625.0psi Repetitive Member Wood Density E [F-~11 Lengt(J Upiform Loads •• ,; •• • ,• , .... ' • ' • < ,._ • -• • • • -.::-.'·-•• :· • --• Center Left Cantilever Right Cantilever I Trapewidal Loads DL DL DL 30.00#/ft' #/ft #/ft. l:.L LL LL 1,600.0ksi ··: ., .. 40.00 #/ft #/ft #/ft I ~ • • ·-•.•-• .• ' .,:: ' ' #1 DL@Left DL@Right 64.00 #/ft 64.00 #/ft LL@Left _LL@Right #/ft #/ft Start Loe End Loe 2.500 ft 6.000 ft ··.· ~ : f.. --· Summary .: ..:;•.;.·' ,, ,. Span= 19:50ft, Beam Width= 3.000in x Pepth = 11.25in, Ends are Pin-Pin Max Stress Ratio o.625 : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment 4.3 k-ft 6.8 k-ft Maximum Shear* 1.5 Allowable 4.2ffk-ft · at 9.126 ft 0.00Q ft Shear: O.OOk-ft at Max @ Left Support Max @Right Support Max. Mallow 0.00 k-ft 0.00 k-ft 6.82 Camber: Reactions ... fb · 808.54 psi fv 38.88psi Left DL Right DL 0.56 k 0.43k Fb 1-,29~.75 p~i Fv 225.00 psi Deflections ,·-,, • -• ' -• • • 1 • • .. .-••• Center Span... Dead Load Deflection · -0.289 in T~t~l\oad" -' .... Left Cantilever ••• -0.517 in Deflection ... Location 9:516 ft 9.594 ft ... Length/Def! ... Length/Def! 810.5 Camber ( using 1.5 * O.L. befl ) ... 452.54 Right Cantilever ... Deflection @ Center 0.433 in ... L~ngth/Defl @ Left 0.000 in @ Right 0.000 in @Left @Right @Left @Center· @Right Max Max Dead Load 0.000 in 0.0 0.000 in ·o.o Beam Desfgri OK 1.3 k 7.6 k 0.95k 0.82k O.OOOin 0.433in O.OOOin 0.95k 0.82k Total Load 0.000 in 0.0 0.000 in 0.0 [s-t-re_s_s_C_a_lc-s-------------~--------------------------------···-] .. · ... , .. " Bending An.-lysis _ Ck 30.585 Le 0.000 ft Cf 1.000 Rb 0.000 @Center @ Left Support @ Right S1,1pport Shear Analysis Design Sl)ear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Max Moment 4.26 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 1.31 k 5.832 in2 225.00 psi 0.95 k 0.82 k Sxx 63.281 in3 Cl 949.085 SxxReq'd 39.55 in3 0.00 in3 0.00 in3 @ Right Support· 1.12 k 4.990 in2 225.oo psi Bet;!ring Length Req'd Bearing-Length Req'd Area 33.750 ·in2 Allowable lb 1,293.75 psi 1,293.75 psi 1,293.75 psi 0.506 in 0.439 in J • DODD AND ASSOCIATES 2020 Hancock St, Ste. B San Diego, CA. 92110 (619) 260-0057 Fax 260-0046 Title.: Dsgnr: -Description : Scope: Job# Date: Rev: ·580000 User ·KV\/-0604324. Ver 5 8.0. 1-Oec-2003 .1c)19i)3-2003 ENERCALC Engineering Software Genera} Timber Beam Page 1 I 111nmi'~ red hots ecw:Caiculat1ons ; ~; t•' ... -> -• • ,. ••• ',' • Description Roof Joist {RJ2) I General Information Code Ref: 1997 NOS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined j Section Name 2-2x12 Beam Width ·~am Depth MemberType Bm wt Agded to .Loads Load Dur. Factor Beam End Fixity · Wood Density #1 DL@Left DL@Right #2 DL@Left DL@Right -. ., .. _,, .. _. -•,: .. -.. -· -- 3:000in 11'.250in Sawn 1.250 Pin-Pin 40.00QPcf . . ' ~·- 30.00 #/ft 30.00 #/ft 30.00 #/ft 30.00 #/ft Center Span . Left Cantilever Right Cantilever Douglas Fir -Larch, No.2 FbBaseAllow FvAllow Fe Allow 6.00ft ..... Lu ft ..... Lu ft ..... Lu 900.0psr 180:0psi 625,.0psi E 1,600.0ksi ' --·- 'LL@Left 40.00 #/ft Start Loe LL@Right 40:00 #/ft End Loe i..L@Left 40.00 #/ft Start Loe LL@Right 40.00 #/ft End Loe 0.00 ft 0.00 ft 0.00 ft Repetitive Member 0.000 ft 1.000 ft 4.250 ft 6.000 ft ,-1 ~.-----. . ---------------~'-- . Point Loads . i:>e~ci Loaci · Live Load ·284.01bs 328.0lbs 1s.a 1bs 25.0'lbs 18.Slbs lbs lbs 25.0lbs lbs lbs 1bs lbs ... distance 284:0lbs 328.0lbs 2:000ft 4.000ft 1.000-ft 5.2~0ft 0.000-ft 0.000 ft 0.000ft IL.'-·~--'-·s_.,,....:~='!7_m_;1,_r""r"" .... _·~··_·~·-·_,:'ii:...' -------,--------------~---------8-e_a_·ITI-.,-D-e_s_i_g_n_O_,-K~. Span:::: 6,00ft, Beam Width= 3.000in x Depth= 11.25in, Ends are Pi.n-Pin Max Stress Ratio 0.202 : 1 Maximum Moment Allowable Max. Positive ·Moment 1.38 k~ft Max. Negative Moment 0.00k-ft Max @ Left Support 0.00 k-ft Max @ Right Support 0.00 k-ft Max. Mallow 6.&2 fb 261.90 psi fv Fb 1,293.75 psi Fv L Defle_ctions ... •••• : -••• , • '.,. , ,· -.. -i , ' , .-::-, ., Center Span... Dead Load Deflection -0.008 in , .. Location 3.000 ft ... Length/Defl 9,350.5 Camber.( using 1.5 * D.L. Defl ) .•. @Center 0.012 in @·Left 0.000 in @ Right 0.000 in 1.4 k-ft 6.8 k-ft Maximum Shear* 1.5 Allowable at at 3.984ft 0:000 ft Shear: @Left @Right 30.66psi 225,00psi ' ... ~ ,• ..... ~ '• ._; Total Load -0.016 in 3.000 ft 4,458.83 Reactions ... Lefl:OL RightDL Camber: 0.37 k 0.38k -l,.eft ·cantilever ••• Deflection ... Length/Def! Right Cantilever__ .. Deflection ... Length/Defl @Left @Center @Right Max Max Dead Load 0.000 in 0.0 0.000 in 0.0 1.0 k 7.6 k 0.76k 0:80k 0.OO0in 0.012in 0.000in 0.76k 0.80k Total Load 0.000 in 0.0 0.000 in 0.0 ·'· 'DODD AND ASSOCIATES 2020 Hancock St,. Ste. B San Diego, CA. 92110 (619) 260-0057 Fax 260-0046 Rev· 5800{)(; user. KVV-0504324. Ver 5.8 o 1-Dec-2003 (c)1983,2uo;, ENERCALC Engineering So:t.vare Description Roof Joist (RJ4) I Stress Cales A '• ! •-"~ ~~ • • • O 1• '•'• O • Bending Analysis Ck 30.585 Le Cf 1.000 Rb @Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 1.38 k-ft 0.00 !<-ft 0.00 k-ft @ Left Support 1-.03k 4.599 in2 225.00 psi 0.76 k 0.80 k Title: Dsgnr: ~cription: Scope: Genera.! Timber Beam Sxx 63.281 in3 Cl 764.131 SxxReg'd 12.a1 in.3 0.00 in3 o.oo in3 @ Right Support 1.02 k 4.521 in2 225.00 psi Bearing Length Req'd Bearing Length Req'd Date: Area 33.750 in2 Allowablefb 1,?93. 75 psi 1,293.75 psi 1,293.75 psi 0.408 in 0.425 in Job# Page 2 ' 11mm,·s red hots.er:w.Cafculat10n$ '00001'ND ASSOCIATES 2020 Hancock St, Ste. B San'Oie90, CA. 92110 (619) 260-0057 Fax 260-0046 Rev· · ·ssoooo - User: KV\/-060.1324. Ver 5 8 0. J~Oec-2002 -(c)'l983-:QD3_ENERCALC Eng,neenng Sc:twa;e · Description Roof Joist (RJ3) ___ .. ·--- Title: Job# Dsgnr: Description : Date: Scope: Page 1 11rnm:·s red hots.er;w Calcwaticns Gener;3llnformation Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2-2x12 Beam Width Beam Depth -MemberType Bm Wt. Added to Loads Load-Dur. Factor 3.000in 11.250in Sawn Center Span Left Cantilever Right Cantilever Douglas Fir -Larch, No.2 Fb Base Allow · FvAllow 19.50ft ..... Lu ft . , ... Lu ft ..... Lu 0.00 ft 0.09 ft 0.00 ft Beam End Fixity 1'.250 Pin-Pin 40.000pcf FcAllow 900.0psi 180.0psi. 625.0psi Repetitive Member Wood Density E 1,600.0ksi r-F-u-ni~~-gt_h_U~i_fo_r;;; L~-a-ds .. --.. ··---:--. ·--·--· ·---________ ,, ______ _ --,· . Center Left Cantilever R~ht Cantilever DL DL DL 30.00#/ft #/ft #/ft LL LL LL 40.00 #/ft #/ft #/ft ~--'-------~--------~-------.. ---~-------,-··-------i Point Loads · 0e;;:1L~ad Live Load ... distan~ 321.01bs · 416.0 lbs 0.542ft 327.0ibs 416.0lbs 3.125ft lbs lbs 0.000ft lbs lbs 0.000ft lbs lbs 0.000ft lbs lbs 0.000ft ibs lbs 0.000ft ..... ·' I Summ~ry· .. I Span= f9.50ft, Beam Width = 3.000in x Depth = 11.25in, Ends are Pin-Pin Max Stress Ratio o. 771 : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @Left Support Max @ Right Support Max.Mallow fb 997.07 psi Fb 1,293.75psi I Deflections 5.26k-ft 0.00 k--ft 0.00 k-ft 0.00 k-ft 6.82 fv Fv Center.Span... Dead Load Oeflectidn -0.309 in ... Location 9.360 ft ... Lengthf[)efl 756.5 Camber ( using 1.5 * D.L. Deft ) ... @ Center 0.464 in @ Left 0.000 in @Right 0.000 in 5:3 k..ft 6.8 k-ft Maximum Shear* 1.5 Allowable at 7.956ft at 19.500 ft Shear: 57.91 psi 225.00psi Total Load -0.645 in 9.360 ft 362.63 Reactions ... Left DL RightDL . Camber: 0.98 k 0.45 k Left Cantilever ... Deflection ... Length/Def! Right Cantilever ... Deflection ... Length/Deft @Left @Right @Left @Center @Right Max Max. Dead Load 0.000 in 0.0 0.000 in 0.0 2.0 k 7.6 k 2.12k 0.91 k O.OOOin 0.464in O.OOOin 2.12k 0.91 k Total Load 0.000 in 0.0 0.000 in 0.0 I· I DODD AND ASSOCIATES 2020 Hancock St, Ste. B San: Diego, CA. 92110 (619) 260-0057 . Fa:x: 260-0046 Trtle: Job# Dsgnr: Date: Description : Scope: R~v~ 5SDGOO ---···-------------------------·--------------- User KVV-05Q432d! \(er ~.8 o 1-Dec-::oo::. (ci·1963-2003.i;NERCALC Engineenpg Software Description Roof Joist (RJ3) I Stress Cales -•, ' '• ~ ,•i •I' • ' • Ben~ing Anaiysis Ck 30:585. Le Cf 1.000 Rb . @-Center @ Left Support · @ Right Support Shear Analysis Design ·Shear Area Required ,Fv: Allowable Bearing @ Supports Max. Left Reaction · · Max. Right Reaction 0.000 ft 0.000 Max Moment 5.26 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 1.95 k 8.686 in2 225.00 psi 2.12 k 0.91 k Sxx 63.281'in3 Cl 2120.184 SxxReg'd 48.77 in3 ·0.00 in3 0:00 in3 @ Right Support 1.26 k 5.596 in2 225.00 psi Bearing Length Req'd Bearing Length Req'd Area 33.750 in2 Allowablefb 1,293.75 psi 1,293.75 psi 1,293.75 psi 1.131 in 0.487 in Page 2 11mrni's. red hots ecw Calculattcns ; 'DODD AND ASSOCIATES 2020 Hancock St., Ste. B San Diego, CA. 9211 o (619) 260-0057 Fax 260-0046 I. Rev 580000 ·-········--. -~· -· -~- , User, KVl/~060432.d, VBi 5 8.0 1-Dec-2003 {c}·l'?~;:~200:;, ENERCALC Eng:ne9ri:,g Software Description Roof Joist (RJ4) Title: Job# Dsgnr: Date: Description: : · Scope: r·Generai Information Code Ref_ 1997 NOS, 2003 I_BC, 2003~FPA 5000. Base a~lowables are user defined j. Section Name 2x12 Beam Width . Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor 1.500in 11.250in Sawn Ce.nter Span l,.eft C;mtilever Right Cantilever Douglas Fir -Larch, No.2 Fb Base Allow FvAllow 16.40ft ..... Lu ft ..... Lu ft .... :Lu 0.00 ft 0.00 ft 0.00 ft Beam End Fixity 1.250 Pin-Pio 40.000pcf FcAllow 900.0psi 180.0psi 625.0.psi Repetitive Member Wood Density E 1,600.0 ksi· .... .,, ____ , __ ----~-------------------·----------------------, l Full Length Uniform loads .. Center Left Cantilever Right Cantilever i I DL PL DL . 30. 00 #/ft #/ft #/ft .LL LL LL Span::: 16.40ft, Beam.Width::: 1.500in x Depth::: 11.25in, l_=nds are Pin-Pin Max Stress Ratio o.736 : 1 40,00 #/ft #/ft #/ft Maximum Moment Allowable· 2.5 k-ft 3.4 k-ft Maximum Shear* 1.5 ·Allowable Max. Positive Moment 2.51 k-ft at · Max. Negative Moment 0.00k-ft at 8:200 ft 0.000 ft Shear: Max @ Left Support Max @ Right Support Max. Mallow 0.00 k-ft 0.00 k-ft 3.41 fb 952.32 psi fv 48.34psi fb 1,293.75 psi Fv 225.oo psi I Deflections <;:enter Spap... Dead load Deflection -0.198 in ... Location 8.200 ft ... Length/Def! 992.6 camber ( using 1.5 t<e D.L. Deft ) ••. @-Center 0.297 in @ Left 0.000 in @ Right 0.000 in Total Load -0.427 in 8.200 ft 461.02 Reactions ... Left.OL RightDL Camber: 0.28 k 0.28 k Left C~ntilever ... Deflection ... l,.ength/Defl Right Cantilever ... Deflection ... Length/Def! @Left @Right @left @Center @Right Max Max Dead Load 0:000 in 0.0 0.000 in 0.0 0.8 k 3.8 k 0.61 k 0.61 k O.OOOin 0.297in O.OOOin 0.61 k 0.61 k Total load 0.000 in 0.0 0.000 in 0.0 j°Stress Cales ·---.. --~----·---··---------------~ ' e&nding Analysis Ck 30.585 Le Cf 1.000 Rp @Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @Supports -Max. Left Reaction Max. Right Reaction 0.000,ft 0.000 Max Moment 2.51 k-ft 0.00 k-ft 0.00 k-ft @ Left Sl!pport 0.82 k 3.626 in2 225.00 psi 0.61 k 0.61 k Sxx 31.641 in3 Cl 612.437 SxxReg'd 23.29 in~ O.OO.in3 0.00 in3 @ Right Support 0.82 k 3.626 in2 225,00 psi Bearing Length Req'd Bearing Length Req'd Area 16.875 in2 .Allowable fb 1,293.75 psi 1,293.75 psi 1,293.75 psi 0.653 in 0.653 ih ;..,,,,,,.... . DODD AND ~Tm CONSUL11NG ENGINEERS· ... == ·~=--= ------~ HANCX>CK SJ;. STE B SAN OIEQC:>. CA 9~ (619) 260--0057' FAX 26C>-0046 STRUCTURA.L CALCULATIONS FOR JJIVlMI '5 ~D ft[Y(S _ DA TE ISSUED=~_t/-4-,~ ,~JG__,,-~D::..=..~--____ _ (LS) Jot .s r \\ .. (N) ~ (9) ~XI?- ,,,-~-(£') jc,f,ST .. , ~ ~AV 0 l~ \!?? ('d4P . -~-----1u ___ ie, s ,.- ,___ __ . .. />'\.------I.;./ ?!~. ~ ,.- --·--- c-<---- ,_ Project.:S1"'ll"'\l's Rel) i~Tl Dote ·------- Sheet. __ of -~-- ,, DOD'P ANO ASSOCIATES 2020 Hancock St, Ste. B San Diego, CA. 9211 0 (619) 260-0057 Fax 260-0046 Rev: ssoooo Title: psgnr: Description : Scope: Job# Date: Page 1 User: K\N-060ll324. lier 5 8.0. 1-Dec-2003 (c)1983-2003 ENERCALO Engineerinf] Software General Timber Beam Jimm1's rnd hqts.ecw.Calculations ~. ,. ;. • •·•.·n·, '• ... , •. ', Description Roof Joist (RJ1) General Information Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined . --,.,.,. -...... ,,., ' -•• , • • .,.... , .,~· --,' 1 Section Name 2-2x12 Beam Width· Beam Depth MemberType ·sm Wt. Added to Loads Load Dur. Factor 3.000in 11.250in Sawn Center Span Left Cantilever Right Cantilever Douglas Fir -Larch, No,2 Fb BijseAllow FvAllow 19.50ft ..... Lu ft ..... Lu ft ..... Lu 0.00 ft 0.00 ft 0.00 ft Beam End Fixity 1.250 Pin-Pin 40.000pcf FcAllow $00.0psi 180.0psi 625.0psi Repetitive Member Wood Density r·F-~11 Length Uniform Loads ' .. .: . ,_., .,.. . . . . . . .. "· ~ Center Left Cantilever Right Cantilever. PL DL DL E . ,',.. .._ . , ~' ··,~--. 30.00#/ft #/ft #/ft LL LL LL 1,600.0ksi 40.00 #/ft #/ft #/ft #1 DL@Left OL@Right 64.00 #/ft 64.00 #/ft Ll@left LL@Right #/ft #/ft Start Loe End Loe 2.500 ft 6.000 ft f >---···. ··-·· .. ·-,, ; .. · :·-1 ~ Summary < r ... ,,."·· -.. ' . ",-.. .-. _·/ Span= 19.50ft, Beam Width = 3:000in x Depth = 11.25in, Ends are Pin-Pin- Max Stress Ratio o.625 : 1 Maximum Moment Allowable Max. Positive Moment 4.26k-ft Max. Negative Moment Q.00k-ft Max @ Left Support 0.00 k-ft Max @ Right Support 0:00 k-ft Max.Mallow 6.82 fb 8013.54psi fv 4.3 k-ft ·s.8 k-ft at at 38_88psi 9.126ft 0.000 ft Maximum Shear * 1.5 Allowable Shear: Camoer: @Left @Right Reactions ... @Left @Center @Right Max Fb 1,293.75 psi Fv 225'.00psi Left DL RightDL 0.56 k 0.43 k Max I-Deflections '!• •' p)\ ~ ' , .,,, •'. • ~ •. ,~.~ • "'.'.' <;enter Span... ' Dead Load '' ,-T~tal 'Lo~d''" -' ' . Left Cantilever ... ~ -.Dead Load 0.000 in 0.0 Deflection -0.289-in ... Location 9.516 ft ... Length/Deft 810.5 Camber ( U$ing 1.5 * D.L. Defl ) ..• · @ Center 0.433 in @ Left 0.000· in @ Right 0.000 in I Stress caics ::· o., ,· , • ~~ ~~ --~ Bending Analysis Ck 30.585 Le Cf 1.000 Rb @-Center @-.Left Support @ Right Support Shear Analysis Design Shear · Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment . 4:26 ksft 0.00 'k-ft 0.00 k-ft @ Left Support 1.31 k 5.832 in2 225.00 psi 0.95 k 0.82 k -0.517 in Deflection · 9'.594 ft ... Length/Def! 452.54 Right Cantilever ... Deflection .. ,Length/Deft ,--., .-... _ ~, . 0.000 in 0.0 Sxx Cl 63.281 in3 949.085 .Sxx:Reg'd 39.55 in3 0.00 in3 0.00in3 Area 33.750 in2 @ Right Support 1.12 k 4.990in2 225.00 psi Bearing Length Req'd Bearing Length Req'd. Allowable ft> 1,293.75 psi 1,293.75 psi 1,293.75 psi 0.506 in 0.439 in Beam Design OK 1.3 k 7.6 k 0.95k 0.82k 0.000in 0.433in 0.000in 0.95k 0.82k ·Total Load 0.000 in 0.0 0.000 in 0.0 . I I DO® AND ASSOCIATES 2020 Hancock St., Ste. B San Diego, CA. 9211 0 (619) 260-0057 Fax 260-0046 [ -Rev: 580000 User. KW-b604324. Ver 5.8.0 1-Dec-2003 (c}1!?83-2003 ENERCALC Engineering Sofuv')re Genera'i Information Title: .Job# Dsgnr: Date: Description : Scope: General Timber Beam Page 1 ; Jirrymi"s r-ed hots.ecw,Calculations .- Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined ' ,,. v O •·T • , , ,, f•, • , r Section Name 2-ix12 Beam Width Beam Depth Member Type ~m-Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density ~~zoidal Loads (' -;:-,~ '.,_,,_ . .,, .. ' .. ' . ' .· ' ~ #1 DL@Left DL@Right #2 DL@Left DL@Right I . . . Point Loads 3.000in 11.250in Sawn 1.250 .Pin-Pin 40.000pcf 30.00 #/ft 30.00 '#/ft 30.00 #/ft 30.00 #/ft Center Span !-eft Cantilever Right Cantilever Douglas. Fir -Larch, No.2 Fb Base Allow FvAllow FcAllow 6.00ft ..... Lu ft ..... Lu ft ..... Lu 900.0psi 180.0psi 625.0psi E 1,600.0ksi LL@.Left Ll@Right LL@Left LL@Right · .. , , ~' , .. 40.00 #/ft 40.00 #/ft 40.00 #/ft 40.00 #/ft Start Loe End Loe Start Loe End Loe 0.00 ft 0.00 ft 0:00 ft Repetitive Member 0.000 ft 1.000 ft 4.250 ft 6.000 ft · · · oe~ci" i:oac1 284.0lbs 328.0lbs 2.000ft ·2i34.01tis · 18.8 lbs 25.0lbs 1.000ft 18,8 lbs 25.0lbs 5.250ft .· lbs lbs 0.000ft lbs lbs 0.000 ft lbs lbs 0.000ft Live Load ... distance .,J 328,0lbs 4.000ft Span= 6.00ft, Beam Width = 3.QOOin x. Depth = 11.25in, Ends are Pin~Pin Max Stress Ratio 0.202 : 1 Maximum Moment Allowable Max. Positive Moment Max. Neg~tive Moment Max @ Left Support Max @ Right Support M<!X-Mallow fb 261.90 psi Fb 1,293.75 psi I Deflections 1.38 k-ft 0.00k-ft 0.00 k-ft 0.00 k-ft · 6.82 fv Fv · Center Span... Dead Load Deflection -0.008 in ... Location 3.000 ft ... Length/Def! 9,350.5 Camber ( using 1.5 " D.L. Def! ) ... @ CentJ:)r 0.012 in @ Left 0.000 in @ Right O.OOO·in 1.4 k-ft 6.8 k-ft Maximum Shear* 1.5 Allowable at ,at 3.984ft 0.000 ft Shear: 30.66psi 225.00psi Total Load. -0.016 in 3.000 ft 4,458.83 Reactions ... Left DL RightDL Camber: 0.37 k -0.38k . Littt cantitev~i-: .. Deflection ... Length/Deft Right Cantilever ... Deflection ... Length/Deft @Left @Right @Left @Center @Right Max Max Dead Load 0.000 in 0.0 0.000 in 0.0 Beam Design OK 1.0 k 7.6 k 0.76k 0.80k O.OOOin 0.012in O.OOOin 0.76k 0.80k total·Load 0:000 in 0.0 0.000 in 0.0 I ool:10 AND ASSOCIATES 2020 Hancock St,. Ste. B San Diego, CA. 92110 (619) 260-0057 Fax 260-0046 Rev 580000 User KW-0604324. Ver 5.8.0. 1-Dec-2003 (c)1_983-2003 ENER,;;ALC Eng1neern1g S9ftware \( ,, ' ,,· ---.... -.. · Deseription Ro.of Joist (RJ2) ) Stress Cales Bendjng Analysis Ck , 30.585 Le Cf 1.000 Rb @Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left.Reaction Max. Right Reaction 0.000 ft 0,000 Max Moment 1.38 k-ft o.oo k-ft 0.00 k-ft @ Left Support 1.03 k 4.599 in2 225.00 psi 0.76 k 0.80 k Title: Dsgnr: Description : Scope: General Timber Beam Sxx 63.281 in3 Cl 764.131 Sxx:Req'd 12.81 in3 <;l.OO-in3 0.00 in3 @ Right Support 1.02k 4.521 in2 225.00psi Bearing Length Req'd Bearing Length Req'd Date: Area 33.750 in2 Allowablefb 1,293.75 psi 1,293.75 psi 1,293.75 psi 0.408 in 0.425 in Job# Page 2 jimmi's red hots ecw·Ca!culat1ons . ~. ---~-... .. DODO AND ASSOCIATES 2020 Hancock St., Ste. B San D,iego, CA. 9211 O (619) 260-0057 Fax 260-0046 Rev. 580000 tJser· KW-,0604324. Ver 5.8 0. ·l,Dec-2003 {c)1983-200~'ENERCALC Eng,neenng Software_ ;-,•,•,·,~,..,_,' ,·-~·,;,~•,,•,r•, Descrip~ion Roof Joist (RJ3) Title: Job# Dsgnr: Date: Description : Scope: General Timber Beam Page 1 j1mm1's red hots.ecw Calculations ... '-~ . ' •; : . ' ,-·-.: I General Information -. ' ~ -. .· : .. , Code Ref: 1997 NDS, 20.03 IBC, 2003 NFPA 5000. Base allowables are user defined I • •• '• < • , ' -' r •, • • • -• • Section Name 2-2x12 Beam Width Beam Depth. MemberType Bm Wt Added to Loads Load Dur. Factor Beam 'End .Fixity Wood Density 3.000in 11.250in Sawn 1'.250 Pin-Pin 40.000pcf Center Span· Left Cantilever Right Cantilever Douglas Fir -Larch, No.2 Fb Base Allow FvAtlow FcAlfow E 19.50ft ..... Lu ft ..... Lu ft . , ... Lu 900.0psi 180.0psi 625.0.p~i 1,600.0ksi 0.00 ft 0,00 ft 0.00 ft Repetitive-Member I Fi.JI! L~~gth Uniform L~ad~ . ? ------------------------------------~,- Center Left Cantilever Right Cantilever i Point Loads DL DL DL 30.00#/ft #/ft #/ft 327.0lbs 416.0lbs ibs lbs LL LL LL 40.00 #/ft #/ft #/ft lbs lbs lbs lbs ' ..... lbs ibs lbs lbs .-. -. o~ci'a Load ·Live Load ... distance 327.0 lbs 416.0 lbs 0.542ft 3.125ft 0.000ft 0.000ft 0.000ft 0.000 ft 0.000ft [ -----~umm~ry· -·-.. . ;i Span= 19.50ft, Beam Width = 3.000in x Depth = 11.25in, Ends are Pin-Pin Max Stress Ratio 0.771 : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allt>w tb 997.07 psi Fb 1,293.75 psi / Deflections . . 5.26 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft 6.82 fv Fv . Center Span... Dead Load Deflection -0.309 in .. .-Location 9.360 ft ... Length/Def! 756.5 Camber ( using 1.5 * D.L. Deft·) ... @ Center 0.464 in @ Left 0.000 in @ Right 0.000 in 5.3 k..ft 6.8 k-ft Maximum Shear* 1.5 Allowable at 7.956 ft at 19.500 ft $hear: .Camper: 57.91 psi 225.00psi Total Load -0.645 in 9.360 ft 362.63 Reactions ... left DL Right DL 0.98 k 0.45k Left C~ntilever ... Deflection · ... Length/Def! Right cantilever.-. Deflection ... Length/befl @Left @Right @Left @Center @Right Max Max Dead Load 0.000 in 0.0 0.000 in 0.0 Beam Design OK 2.0 k 7.6 k 2.12k 0:91 k O.OOOin 0.464in O.OOOin 2.12k 0.91 k Total Load 0.000 in 0.0 0.000 in Q.O J. I DODD AND ASSOCIATES 2020 Hancock St, Ste. B San. Diego, CA, 9211 O (619) 260-0057 F~X 260-0046 Rev. sao000'~------ User KW-0604324 Ver 5.8 Q. 1-Dee-2003 (C/19133-2003 ENERCALC Eng1neern1g Scft'/,'are . ·:.;- Description . Roof Joist (RJ3) [ Stress Cales •. ' . --,. ., Ben~ing Analysis Ck 30.585 Le Cf 1.000 Rb @Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 5.26 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 1.95 'k 8.686 in2 225.00 psi 2.12 k 0.91 k Title: Dsgnr: Description : Scope: Genera! Timber Beam Sxx 63.281 in3 Cl 2120.184 SxxReg'd 48.77 in3 o.oo in3· 0.00 ii13 @ Right Support 1.26 k 5,596 in2 225.00 psi Bearing Length Req'd Bearing Length Req'd Date: Area 33.750 in2 Allowablefb 1,293.75 psi 1,293.75 psi 1,293.75.psi 1.131 in 0.487 in Job# Page 2 111nmi's red hots.ecw·Cafculat10J1s DOrf!) AND ASSOCIATES 2020 Hancock St., Ste. B San Diego, CA. 9211 0 (619) 260-0057 Fax 260-0046 Rev 580000 --~ User. KW-0604324. V<;r 5 8.D 1-Dec-2003 Title: Job# Dsgnr: Date: Description : Scope: Page 1 1c} 1,983-2003 ENERCALQ Eng:neeriPg Software Generni Timber Beam j1mmi's red hots.ecw:Calculatlons . Description Roof Joist (RJ4) [°<i:meral Information ., ''. ',"' Section Name 2x12 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 1.500in 11.250 in Sawn 1.250 Pin-Pin 40:000pcf Code Ret 1997 NDS, 2003 IBC, 2003 NFPA 50QO. Base allowables are user defined Center Span Left Cantilever Right Cantilever Douglas ·Fir -Larch, No.2 Fb Base Allow FvAllow FcAllow E 16.40ft ..... Lu ft .... Lu ft ..... Lu 900.0psi 180.0psi 625.0psi 1,soo.oksi 0.00 ft 0.00 ft 0.00 ft Repetitive Member r-·· ·-------- ~J F_u_ll~L",-. e,"-n-c=g,-,th_U_.n_if_o_rm--,-~_o_ad_s __ .,,--_______ ~----~--~----------....JI Center Left Cantilever Right Cantilever DL DL Dl 30.00#/ft #/ft #/ft LL LL LL 40.00 #/ft #/ft #/ft r-,s-• ••. L. LSummary . I Span= 16.40ft, Beam Width = 1.500in x Depth:;: 11.25in, !;:nds are Pin-Pin Max Stress Ratio o.731;> : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. Mallow 2.51 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft 3.41 2.5 k-ft 3.4 k-ft· at at 8.200ft 0.000 ft Maximum Shear* 1.5 Allowal;>le Shear: Camber: @Left @Right Reactions ... @Left @Center @Right fb 952.32 psi Fb 1,293.75 psi fv Fv 48.34 psi 225.00 psi Left DL RightDL 0.28 k 0.28 k Max Max I Deflections . yenter Span... Dead Load . Deflection -0.198 in ... Location 8.200 ft ... Length/Deft 992.6 Camber.( using 1.5 * D.L Defl ) ... · @ Center 0.297 in @ l,.eft 0.000 in @ Right 0.000 in j-S-tr---e-s_s_C_a_l~cs- Bending Analy~is Ck 30.585 Le Cf 1.000 Rb @·Center @ Left Support @Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Sllpports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 2.51 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 0.82 k 3.626 in2 225.00 psi 0.61 k 0.61 k Total Load -0:427 in 8.200 ft 461.02 / Left Cantilever ... Deflection ... Length/Def! Right Cantilever ... Deflection ... Length/Def! Dead Load 0.000 in 0.0 0.000 in 0.0 Sxx 31.641 in3 Cl 612.437 Area 16.875 in2 SxxReg~d .23.29 in3 0.00 in3 0.00 in3 @ Right Support 0.82 k 3.626 in2 225:00 psi Bearing Length Req'd Bearing Length Req'd Allowablefb 1,293.75 psi 1,293.75 psi 1,293.75 psi 0.653 in 0.653 in Beam Design OK 0.8 k 3.8 k 0.61 k 0.61 k 0.000in 0.297in 0.OO0in 0.61 k 0.61 k Total Load 0.000 in 0,0 0.000 in 0.0 I if/ ;~}]ft~: '•} J... ,·;'' \\ " .. ;. \ ,· ~ . .-el, ·--~ ·¾ ~~: ,•t: x:.. ,-:;.,. JIMMl'S RED HOTS-''',;:. . . ~ 2508 EL CAMINO REALl CARLSBAD, eA. 92008 TRASH]' Ci/- ENCLOSURE ::,• ,. ~· ..... \ .,· . ~- CJ >- .~ 0 -;,· --- FROM :ECONOMY . . FAX NO~ :7604718647 Sep. 14 2005 09:06AM P2 DIMENSIONS ~ 1h11 l)ria OPNl!il ...... i..• -''T 111• H A C ll , 1+1/4 A'4 SPECIFICATIONS .=.. 0 .1 .z .. A llll1!1" 1165 11125 . '!~~~ ,1ftl(I 1"80 3000 11!,90 3020 2850 ~ 11211D 1000 4000 ~ :!900 ~ 3350 :mo 28tK,? 2b86 4!500 ~. $600 4300, '4000 :)7'(1 --337ll mo 61(10 '" UMWN886. 650G <1900 4110 43f50 4(IIIO ffll(I 3IIIO ·eeoo '1'4 ·~:t:'.::,r.-,:--:=-~-=~-:r= SIZING Realdentl1I l!nvfronment1. NnllM .315 e.1.11.11 Y,gu) J Rftlllltatt HIWIIIXICO .H N.f,W Ml:luntalne/llGIXIIID , , .z 8.E,mo-11 . Cl!MiLIICftall'l1lellmc . . ,H Okl.MtOMA .. llllfflstllt Sln~i; AdahoAir, Inc. follows II })l)lic~ or continlH)ua product impruvlllneiLt, ii rasorvas . right to change deai111 R!ld ~poc:iticationa wlthou1 prior 110liCC! nr-liJbility, • IAl:ICVIEW -... __. ... = 1'1111 111111 wMIII 11111 ,.,.. -=-11111111W dloWilllllt IAlltlll ... • '"-~L .. ~-12111./114 45 O-G/4 1273 16 200 fim21314 # '8-314 108 IIO 1• .1ft'I0/1'4 . ··-511 104(4 2202 1iio'"'''i'iio" 18118'si4° 58 10-al4 •.. :l9Q(I 12$ -1wim Ill 1H/4 3072 170 315 413&'31 1W1ni4 118 1"'4. 40IIII 175 - P11111p ..... Vallt A~ WIiia• Pan no. °""' HHll(ft,>X' 1 ·115 -~ 1117 liP200A 2.45 5 a.<1 11lfl! 11!_, u· 1117 1!'200A 2,45 ! .... 3.11 1 orl 116 8.8 730 lil'200A aA£._ 6 ...... 230 ••'1'1-5.2 f3t) EP-IOOA 2.46 5 . ar2 .. 1 111$ 11.8 730 EP200A tAI .5 1.:1 "":"' 230 5.ll 730 _¥,~~ .US 5 4.7 115 n.a t:IO EPaoof\ U5 5 u ,-... ZIO 1.0 830 'i!i-ciiiA 2.45 II 5,$ •. . boxldNIIII'.,,, 'tlalt'liCOl!lmindtdibcr.-.,1. 811111W111'fflllllltlhlall01f*111 lllllpu11'- OMQC)fl U1'AH Clrlilt,,._ .425 SI.Oaarge .ea ~ ,llS AMI of 8lllat .a AlllolSlllt .2 VIMIIIIQ'ION m,libllinl. Alctllllld .2li ,Ii Rlltl>!81111 .a MWIIO .. WYOMING Ell'ail ,IS Enli,.SI""' .2 ~-.4 , ........ -Re: CB05-1405 ·' From: To: Date: Subject: . Mr. McCabe, Pat Kelley James McCabe 10/17/200511:21:38AM Re: CB05-1405 As part of State Accessibility law when tenant improvements to existing non-residential facilities are proposed, projects must improve all path of travel items related to their store. Certain improvements to the landlord!s common area path of travel are required and are sometimes borne by the permittee, or the tenant and property owner work out a cost sharing agreement ( of which the City os not a part) If the path of travel is imperfect (not unusual), there is a hardship process (form attached) which limits the amount of work required to 20% of the project valuation if the project is below the threshold for complete ADA upgrade. Your project valuation is $63,714 and therefore the possible costs of any upgrades outside the tenant space is $12742.80. I would venture the improvements to the h'cap parking space ramp and sidewalk would be about that much. I would suggest approaching the landlord about cost sharing since . their ramps no longer comply W/ current State Accessibility codes and this will continue to surface at every T-I proposed. · Please let me know if I can be of further assistance. Patrick Kelley Building and Code Enforcement Manager 1635 Faraday Dr Carlsbad CA 92008 Phone (760) 602-2716 FAX (760) 602-8560 Email-pkell@ci.carlsbad.ca.us »> James McCabe <6916@sbcglobal.net> 10/15/0510:09 AM>» Mr. Kelly, · Thank you so much for the help in this permit matter for my new business. There is one more thing I have to try to overcome and that is the request by the ESGIL plan checker to re vamp the parking lot handicap access ramp. The shqpping center has the required ramps but apparently the code has changed and ESGIL wants me to update what the center already has in place. Again, a costly change for me and the access already exists. Can I also have some consideration in this matter? Thank you again for your help and I look forward to seeing you as a customer for a New York hot dog. Jim McCabe PS. Please call my cell 420-4159 Pat Kelley <Pkell@ci.carlsbad.ca.us> wrote:- Jim, The City is comfortable with the two restrooms proposed at Jimmy's Red Hots being split between the customer seating area and the back of house. I am presuming customers would be allowed access in the event they could not wait for the front unisex restroom. Each restroom shou.ld be a unisex facility. Thanks __ elley-_Re: CB05-1405 Patrick Kelley Building and Code Enforcement Manager 1635 Faraday Dr Carlsbad CA 92008 Phone (760) 602-2716 FAX (760) 602-8560 Email -pkell@ci.carlsbad.ca.us, -··· .,. _____ Page CB051405 2508 EL CAMINO REAL CBAD St: C1 \ JIMMIS RED HOTS 1517 SF FROM RETAIL TO RESTUARANT Tl COMM ) )'-fCjAJ< &u/(U ?<l 4,/ •l ~ \ ~~:;NGTON ~~ qir--1:o /~ . f-)1-()) 9?1 +~ · . ~ 3-{Y; €~ 0tJ f-/f#5-~ -ef1WA-ll~ ~-q TL@efe, 1-J&w-f:al:J< /J Clo/ _ _ _ i' =----.,1 _ tfJ. -Jti;<]]J-'0 (~,, /} _ fr-I,,, IlI f? 1 C , f 2~ ~~~ ~/~~ c~ · LV-7) '1-/ 1P ~ ¥ 01 f .£,,0 q# v-- ---,~~;::,l~(;)\l--BUII.DING PLANNING ~~~-ENGINEERING F1AE APPRIFOMi -"""71"+!:-+.!"~.-HEALTHDEPT ------HAZMAl I MIQUM. --------Ol'HER SEWERDtSTR TO FROM APPLICANT APPLICANT ----+----SCHOOC.FORM CA>FORM ----+----PE&MWON<SHEET __ ...,.... _..__,,_ __ 81.DGFEEICOMPLETE _ _., __ Pl.ANCOM . ---~ NG CORft ESGILCORR __ ,_,_-t-_._,"'T-+~~,-.-+'--=-i'---f',o~-FIRECOM \0\ \" la=; BG&I L l,[/(Y\ . ' ...--.---;r- <r[ ~ ~ yQ, ~)>!-- '"t'C) s,.se,..,1 L, v/ ST~ CA-LC5 1 l'(\f'rt0V-F' 5 Pees G<'e.~ 1vJ,efc.ep-ro, L..e."7Te.r . ) t'D/o~·r s ~ ' if1-f£ ~ &,/1UII(. /( ( q(or (frJ:--IV . _ , _ . , ~ C)U'nJU\_ f~I ;3U119 _.ff.117 ,{jA(!j< fJl.jt;: L{{lc t:'k Ir /JJt)f;jJAj}a/-'f<:, I Crt,1f1l?: l.lJ c/,cr-y' Jx_·r TZ· tu .. ,;uEAS/.i, /JJ.'t-:·x_. ·Ttfd-7 .J <!. 1 JZ) .. f-//L 1t,1--1ir {' ( Cc,d ,1.L'C/z-7 /) r cs rJ JI f-,c' , {i) (f-L 11.f U UL JuuJf Mc k / ft f-(!r.,JfJV-, J/;;/ - Ctt~Jb,[ l..T JL' J!J[JC,~ TrtL C t:t--Y ,s:J -.J f,t,•tf /T ·i ,fUT /11 Ct_):'\.'l°1vtl. ·flcL_S, ,1.\lolos t86(,k,@ ~ ·; '; ::· ~~ ,: ·: ... :. : ·.. . .~ . :::