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Home My WebLink About2260 RUTHERFORD RD; 111; CB930286; Permit•· _ • ..,.=,, 05/0'5/93 11:50 Page i of 1 BUILDI'NG P E R M I T Permit No: CB930286 Project No: A9300439 Development N'o: Job Address: 2260 RUTHERFORD RD Penni t Type : INDUSTRIAL TENANT IMPROVEMEWI' Parcel No: Valuation: 58,136 Suite: 111 Lot#: 2193 05/05/93 0001 01 G-PRMT 02 · 6297-00 Construction Type: VN Occupancy Group: B-2 Description: CONVERT 2680 : OFFICE/ ADD Reference#: SF WAREHOUSE TO BATHROOMS Status: Applied: Apr/Issue: Entered By: 546-1121 ISSUf.D 03/31/9::: 05/05/93 MDP Appl/Ownr: TRACY, SEAN 619 6125 CORNERSTONE CT. #200 __ _ *** Fees R:::i:::GO, .:;;~::~(? ~l~ cted & Credits *** -------;::.;-------~:;,6~03Q"J0---~\f;?~~-------------------- Adjustments: I ,, oo /';;?-; ·ro_e·':sl{~ried.t'.t-c:: \ . oo Total Fees: ~/,6f'6'~? / ~VJr . 'I'.~~ ~')-~~: 3 1 19. 00 r·· r::::-... / ',v\)'\\~ B~lan~\~ , \ 6,297.00 Fee description ------------------- Building Permit Plan Chee!< ~ Strong Motion Fee :.:.· · ~ J Lh ·· 12: 00 Enter Number of ED . , -Wa~ r( ~> · 1968. oo Enter "Y" to Au~oca c· Lice~e~~~ I 1058. 00 Y ( L 1 c TX) C . F . D '\. ;0 1 ~ , / ! 9 7 7 . 0 0 \ (UF"'Fin'd) ~ 0,. . .1 516.00 ('"'IF(/f"'"C'J) ~ d)!NCORPORATED A\ 55' I 476.00 \ ,i,.., ... J'.1., 1952 /V('. '\), Enter Bridge Fee \ '\....)/;;;,.. '¼··""'·---JL-7~. OQ\\\ / 704. 00 * BUILDING TOTAL . ~" '"-\/// f) -::, . \~~d,,\v 6462.'00 Enter "Y 11 for Plumbing Is::::~~ F.~~,1/ :>S ifur'\)\ 0,s ~ / 20. 00 Y Each Plumbing Fixture or Trar.,J,,,. "" {)I ~-./ \J,.. 1/ 7, oo 35. oo Each Building Sewer -.....__,-..__,> ,,,........----1 15 . o o 15 . o o Each Install/Repair Water Line t -·----1 7. 00 7. 00 * PLUMBING TOTAL O 77,00 Enter "Y" 'for Electric Issue Fee > 0 10. 00 Y Single Phase Per AMP > 100 .25 25.00 * ELECTRICAL TOTAL O 35,00 Enter 'Y' for Mechanical Issue Fee> 0 15,00 Y Install Furn/Ducts > 2 9,00 18.00 Each Install/Reloc Appliance Vent> 2 4.50 9,00 * MECHANICAL TOTAL 0 42.00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 . , f 7''/):' A 7. r.l ~APPut?lfJBi? PLAN CHECK NO. {::>-7-f: b City of Carlsbad Building DepartlN!nt 2075 Las Palms Dr., carlsbad, CA 92009 (619) 438-1161 1. P~'t 'IY!z ~/dtb-• A ~m~erc1al LI New Bu1ldmg J@'.!'enantmprovement B -LI Industrial D New Building D Tenant Improvement . C -D Residential D Apartment D Condo D Single Family Dwelling D Addition/ Alteration ti Duplex D Demolition D Relocation D Mobile Home D Electrical D Plumbing []Mechanical D Pool D Spa D Retaining Wall· D Solar D Other ___ _ 2. PROJECf INFORMATION ~ ~ Address ,-,zt;;z? /3-V. Bu1ldmg or Smee No./// D 2 Soils Report , w A-Q2-'t. ~ttfc;;' STORIES I NAME ~ e, As. ~,so/, ADDRESS : PLAN CK DEPOSIT VAIID.BY -M.,--.,,.-..---_...._,__i-,.._ DATE'--------"-t--....,_,~"------ 1709 03/31/93 0001 01 02 C··PRMT FOR OFFICE IJSE ONLY CI1Y STATE ZIP CODE DAY TELEPHONE 6. ~,eiR pdff UIHi?-fr. CI1Y ~ 0 . STATE /4_ STATEIJC. # DEStGNER_NAME Jv'~?e, I Ji,1Alul4/7 CI1Y ~ STATE U,,,r ADDREsst';z::?I w. s~tlw~ ;1::,-/'Z..~ > zIPCODE 12,,,Jo 1 DAYTELEPHQNE'2H"1of'1 • ADDREss ~ ~ t,.,.v~ ~I vd #=/Pl5 . ZIP CODE ~,2-/2,-/ DAY TELEPHONE ;if/;~ ' ? ~ ~ IJCENSE CIASS CI1Y BUSINESS IJC. # ADDRESS"/ zi;, h~*"fSJ>,iz;; U )1,1,PP , ZIP CODE DAY TELEPHONE . ~ II STATE UC. ,u?-l~'z{J · Workers' Compensation beclaratlon: I hereby afhrm that I have a certthcate of consent to self-msure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POIJCY NO.. EXPIRATION DATE Certthcate of Exemption: I certify that m the performance of the work for which this penntt 1s issued, I shall not employ any person m any manner so as to become subject to the Workers' Compensation Laws of California. . SIGNATURE DATE s .. oWRER-Bonnmt DF.cLAltA'fiON OWner-Butlder beclaratton: I hereby afhrm that I am exempt from the Contracto?s License Law for the followmg reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's Llcense Law does not apply to an owner of property who builds or improves thereon, and who does such work himself onhrough his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement i~ 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 owqer of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's Llcense 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 Llcense Law). 0 I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to 'its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). SIGNATURE DATE CoMPLETE iffis SECTION FOR NON-RESIDENTIAL BUILDING PERMITS oNLY: 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? DYES 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? DYES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO IF ANY OF TIIE ANSWERS ARR YFS, A FINAL CERTIFICATE OF qa::uJ>ANCY MAY Naf BE ~UED AFI'ER JULY 1, 1989 UNLFSS TIIE APPUCANT ~ MET OR IS MEETING TIIE REQUIREMENTS OF nm omCE OF EMERGENCY ~VICES AND TIIE AIR POU.UTION OON11l0L DISllUCT~ . 9. OONSIRUCIIDN rmmmc AG£Nt-y I hereby afhrm that there ts a construction lendmg agency for the performance of the work for wri'1ch this permit 1s issued (Sec 3097(1) CIVll Cocle). LENDER'S NAME LENDER'S ADDRESS Io. APPllcAN'r cmt.ilitCAnoN I certify that I have read the apphcat1on and state that the above mformauon 1s correct. I agree to comply with all city ordinances anct State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon.the above mentioned property for inspection purposes. I AISO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS TIIE CITY OF CARLSBAD AGAINSf ALL UABIUTIFS, JUDGMENTS, COSTS AND EXPENSES WIIlCH MAY 1N ANY WAY Aa:RUE AGAINSf SAID CITY 1N OONSEQUEN<;:E OF THE GRANTING OF TIIIS PERMIT. OSHA: An OSHA pennit is required for excavations 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 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at an ime after the work is commenced for a period of 180 days (Section 303(d) Uniform Buil~g Code). APPLICANTS SIGNATURE DATE: ~L/11, ile YELLOW: Applicant PINK: Finance __ y PERM:r.-Tl ..,CB930286 DESCRIPTION: CONVERT 2680 OFFICE/ ADD TYPE: ITI CITY OF CARLSBAD INSPECTION REQUEST FOR 06/16/93 SF WAREHOUSE TO BATHROOMS -INSPECTOR AREA MG PLANCK# CB930286 OCC GRP B-2 CONSTR. TYPE VN STE: 111 LOT: J,OB ADDRESS: 2260 RUTHERFORD RD APPLICANT: TRACY, SEAN CONTRACTOR: PHONE: 619 PHONE: 546-1121 OWNER: PHONE: REMARKS: MH/BERT/458-9440 SPECIAL INSTRUCT: INSPECTOR --+MA9/--1-_,_-=------r1 TOTAL TIME: --RELATED PERMITS--PERMIT# AS930026 CB930349 TYPE ASTI PLUM STATUS ISSUED ISSUED CD LV!,J DESCRIP';I'ION .ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical r¥--------=E--- -------------------------"----------------------------------------------------- DATE -061493 '061093 0.60393 060393 052593 051993 051393 051393 051093 050793 050793 050693 '050693 050693 050693 ***** INSPECTION HISTORY***** DESCRIPTION Final Combo Final Combo Frame/Steel/Bolting/Welding Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Interior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Insulation Rough Electric Frame/Steel/Bolting/Welding Ro-ugh/Topout Rough Electric Frame/Steel/Bolting/Welding ACT INSP CO MPC -ON MPC AP· MPC AP MPC PI MPC PI MPC AP MPC CO MPC P~ MPC PA MPC AP MPC PA MPC AP MPC PA MPC CO MPC COMMENTS SEE INSP NOTES LOCKED UP/WILL RESCHEDULE PREVIOUS CORR CEILING GRID SEE INSP NOTES SEE NOTES EXC DEMIZING WALL WALLS EXT WALLS SEE NOTES IN WALLS SEE NOTES . . . RECEIVED JUN 1 7 1993 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING ~FIRE PLANNING U/M WATER PLAN CHECK#: CB930286 PERMIT#: CB930286 PROJECT NAME: CONVERT 2680 SF WAREHOUSE TO OFFICE/ ADD BATHROOMS ADDRESS: ~2260 RUTHERFORD RD SUITE# 111 CONTACT PERSON/PHONE#: RS/BERT/458-9440 .SEWER DIST: WATER DIST: INSPECTE~ BY: INSPECTE . BY: INSPECTED BY: COMMENTS: r' DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: '9/11/t/3 APPROVED APPROVED APPROVED DATE: 06/14/93 PERMIT 'TYPE: ITI / DISAPPROVED DISAPPROVED DISAPPROVED • • • May 7 1993 Mr. Mer P. Camero City of Carlsbad 2075 Las Palmas Dr. Carlsbad, CA 92009 Re: Building Permit #CB93-286 2260 Rutherford Rd. Suite 111 Subject: Revision to wall thickness Dear Mr. Camero, We have given 1/2" , 25 ga. partitions.in R. G. Petty Construction permission to use 2 metal stud?s at all interior non bearing lieu of the pecified 3 5/8" studs. :# ~ z.+ ~ ;t?.tJ?J h;z_, 7 4- • • Sincerely, ! ' -~ May 7 1993 Mr. Mer P. Camero City of Carlsbad 2075 Las Palmas Dr. Carlsbad, CA 92009 Re: Building Permit #CB93-285 2260 Rutherford Rd. Suite 108 Subject: Detail Revision Dear Mr. Camero, R. G. Petty Construction has requested approval of an alternate method for attaching full height walls and tenant demising walls ·to the roof structure. The attached detail using Simpson STC clips is an acceptable means of attachment. We have authorized R.G. Petty to use this detail, subject to your approval also. Sincerely, " ' . )I .. FINISHED CEIL~ ~REOCCUR$ 0 0 UNPER51DE OF STRUCTURE A60Yt: WHERE OCCUR5 --SM. OR FURL.IN WHERE OCCL1R5 ..____ __ 41 MTL. STUDS &EE WALL LEGEND ONE LAYER OF 'Ye I GYF. 6D. EACH SIDE 6A&E -----------1 W~RE OCCURS ·---"'--:=::r--tt-t---NOISE 6ARRIER 6ATT IN&!LATl<?N ~II MEiAl.. 0iUD OEMl0INC!; -ecALE: 31 • l1-'2>1 -V-j• I ; ;•,:1 } .:$TC . •fc:TJJ>T ·.i r.:. · • r ."' .l, ' ;_ , . . ) ; . . ,, ' 'l ROOFTRUSS CLll'S .· ·:. -~. ~: · t · .. t. L !~ . · ' :-'. _:.,Rqlnforceioo11t patl~Jrl.dovble~ th? lateral allg ment ret~n.tlonva.lue and }~!r:tfor.ces the !!lo} tjail!ng, ~evenl_mg.~e.llhead bl ding. ProYl~es a)lgnment . confrq! between f r90f tru~5i and no119<,artr19 wall : !he slot permits vertical ,i~s~ ~.h9rd mow,1,n~[_lty.~eri loads i.lr,e _applied, · · 'MATERIAL• 18 ~aJge:. vi:'.: ,{ • -~ '. : ' • • ., 'l I • ~-t r: •> ' • ~ • · ·tiH(SH: Galvanlie~ ·. ;· ·;_· ;. · · i .. . . r . , • , , .. . I . ~STALI-ATIO~:~• :U$e. an. ~Pecified (asteners. s e-General Notes. ' I . ; : : : : \ .: :' · i Use ST<5 dr otc·depe'.ndlng1on require loads • • /: ::: . 11 Use STcr;where t~uss or ta~er Is separ too from the lop plate of the·'. · · ) . : ~:-. nor:,bear/p~ w.l'\~I.: ;.';. . i· • . , : :\ .f. ~-In.stall s1rr~11r,i~ !it mlddlrf th8 slot. • • , >. t __ j : ;· .· i ' . -! ! : · ·., MODEL ... ~~~~EHSlOt{. ··: . .f.~Tl:HERS A, LO ABLE1fa ·. ..: HO. P!-AT.~ vF~<?~L BA~E st.OT '-0"08 -.. ,·:, . BAS.I;. ;. l.,E(l _ , · · F1 ·, _F2 : : L§TC_ 11/<P<F,ll 111,x /.& 2-8d 1 ·Bd so a5 . \..t.STCT 11/~x17,\ ¼x4 /4 2-Bd 1·8d-1....,.~--,-,......,..-1 · .'-,t: DTC-2~(4 ,J.. x2 V4 4-ed 2;,?] 10 125 , ••• •,• -• • I ', • : • • Wl-eREOCCUR5. . FINl$!-l FLOOR 'HIL Tl' !COO' 2.:iOO (6250) DATE: ESGIL CORPORATION 4--~o -q '? 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6 J 9) 560-14-68 JURISDICTION: J PLAN CHECK NO: SET: * PROJECT ADDRESS: __ ~_2....;;;~_o ____ __:..;!?.,.u~r@'""""""'"""'",e_---'p-o----_1<-_..D ___ _ PROJECT NAME: C>FF I 0~ t. J... , _____ ...;._ _________________ _ 0 The plans tt"ilnsmitted herewith have been corrected where necessary. and ·subst-an.tially comply with the ,jurisdiction's building codes .• The plans transmitted herewith will substantially comply· ~ with the jurisdic~ipn's building codes when minor deficien- cies identified 15--eLo w · __ are res.cl ved and D checked by building department staff. The plans transmitted herewith have significant deficiencies- identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The chec~ list transmitted herewith is for your information. The plan~are being held at Esgil Corp. until corrected plans are submitted for recheck. 0 , The applicant's copy of the check list is enclosed fo-r the jurisdiction to return to the applicant contact person. . . -._, · o irhe applicant, s copy of the check 1ist has been sent to: '8)·Esgil staff did not advise the applicant contac;:_t person that · plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------• --~> Date contacted: _________ Telephone *------~,_ ---it;:;;: '(g] REMARKS: 'L1,;t-1-1011v6 HIE"CH--14-AJ1c...;qL 14-AJD -Recre, c ~-~·: ~ :F-·::~_-.. · .-PL.14-NS MU.ST 13€ Sl6/JeJ> -Bf1 · -r;rer-f]-K:.C!-lft'TFCT · _::-~:·,,. -og_ · TJte-: G&-NIPl?!t<..e-· C.eJN77c.lQ.C--ro.R:. ·=-..... ·. -· By: Ff-{$(; [)Of..l(:}JTeF ESGIL CORPORATION 0GA OcM ...... Enclosures: ---.....-------4--Z..L-9? ,., DATE: ESGIL CORPORATION· 4-g -qc;, 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56(H468 JURISDICTION: CARLSBAD PLAN QFILE QUPS QDESIGNER PLAN CHECK NO: SET: :[. PROJECT ADDRESS : -· _.z_z_(p_C> _ ___._R_..=u ...... -..... , H-e: ............... r<?-____ F_O_P-___ O ___ _ PROJECT NAME: __ 6;;;;;.....:..F--'-F~l~C;;:;....;;;.(::" __ ~t~.~I........_. _______ _ D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's bu~lding codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified · are resolved and checked by building department staff. ' The plans transmitted herewith have significant defictencies identified on the enclosed check list and should· be corrected and resubmitted for a complete recheck. f'vi The check list transmitted herewith is for your information. l!:!::l The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D Th~ applicant's copy of the check list is enclosed for the ~ jurisdiction to return to the applicant·contact person. ~ The applicant's copy.of the check list has been sent to: _. _5_f:?"_i4 __ /IJ ____ _.....T __ R'"'""ft .... e!.---tlj-----------------------,··. u; I 2. ~ C0R.NG'f'c~1OM~ C'I '#= zoo I 514/1.J Dl~GOJ Cf/-. CfZI ZJ C8jEsgil staff did not advise the applicant contact person that plan check has been complet~d. O Esgil staff did adv~se applicant that the plan check has been completed. Person contacted: ------------ Date contacted: ___________ Telephone# _______ _ 0 REMARKS: ______________________ _ By: A-Be DoL 11:,1J'Tt: Enclosures: ----------ESGIL CORPORATION UGA DCM 4--t-'7::, PLAN am:lt NO. : _ __:.°f_?:;..._-_:J-. ____ g'_(;? ___ ___ JURISDic:r.ION:__.:CARLSBAD====-------------- C-T -,t: zoo 'Pt G~o . Ct+-. OCCOPANCY: __ --=-_-_,2-__ --;.------- ALLOWABLE AREA:_J---€1-k:'-/-$---T-/--~--- SIORIES: ______________________ _ BEIGl;l'r: _____________________ _ SPRIRKLERS: __ ?j __ B""'_~ _____ _ ..2., If: (_ T. J:. C> f,f L lj ) imwtltS: OfFt C{2" ~ 'Z--S,l) g' /..!!::3, '.::--2.-5 v.JfHrT :::;.... ~ 72.. 1 Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: _. 4-_..:..../_fl_/_Cf_? __ .By: PBG Applicant contact person: Sli'fl JJ { ef/-Cf Tel. G, 11 l S 1./-C. -II 2 / FOREWRD: PLEASE READ Plan check is l:i,mited to technical requirements contained in the Uniform Building Code, Uniform · Plumbing Code, Uniform Mechanical Code, Nation,al lj:lectrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Code sections cited are based on the 1991 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 3O3(c}, 1991 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, note on this list ( or a copy) where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. LISI NO. 41 CARLSBAD TENANT IMPROVDmNT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC 0 /. 0 s. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (6"19) 560-1468. Please make all corrections on the or-iginal tracings and submit two new sets of prints, to: The jurisdiction's building department. Indicate on tbe Title Sheet of tbe plans, tbe name of the legal owner and name of person responsible for tbe preparation of the plans. Section 302(d). Each sheet of tbe plans must be signed by tbe person responsible for their preparation, even though there are no structural changes. Business and Profess~f!S Code. Clfec.f=_ Ft JJR-<-<;ef op-f'l.Pr-1 .., Plans and calculations shall be signed by tbe California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. ·Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 302(d). Provide a note on the site plan indicating the previous use of the tenant space or building being· remodeled. Section 302. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provid~ complete details to show the building with comply. Section 502. 0. · .~c. Sect~on 304 require~ the Building Official to determine the total value of all construction work proposed · unlier this permit. Ihe valu~ shall include all 'finish _work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's constru~tion cost estimate of all work proposed. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. 8/4/92 . /4 .0 ~- ;lo. ). On the first sheet of the · plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and tbe occupant load of the remodel areas and tbe floor where the tenant improvement is located. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. A complete description of the activities ;md processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 9-A and 9-B k'ossible. The building official may require a technical report to identify and develop methods of protection from hazardous materi~ls. Section 901(f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of. not less that required for a one-hour occupancy separation. Section 404. The number of control areas within a building used for retail/wholesale· stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. The aggregate quantity of any hazardous materials 11in use" and "in storage" shall not .exceed the quantity listed in Tables 9-A and 9-B for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on the Title Sheet of the plans that this project shall comply with Iitle 24 and 1991 UBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d). Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof-ceiling assemblies. 2 P, '.'Ide11tify existing walls to be removed, existing walls to remain and proposed new wa.lls. Identify bearing walls, non-bearing walls, and shear walls. - e Show safety glazing in the following locations, per Section 5406(d): a. Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed postion (unless there is an intervening wall between the door and the glazing or if the glazing is 5' -011 or higher above the walking surface). b. Glazing greater than 9 square feet with the bottom edge less than 1811 above the floor and the top edge greater than 3611 above the floor (unless the glazing is more than 3611 ,horizontally ~way from walking surfaces o~.-if a complying protective bar is installed). c. Glazing in shower and tub enclosures (including windows wi.thin 5 feet of tub or shower floor). Provide a -section view of all new interior partitions. Show: (a) (b) (c) (d) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". Method of attaching top and bottom plates -to structure. (N0IE: 'Iop of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Wall sheathing material and details of attachment (size and spa·cing of fasteners). Show height of partition and suspended ceiling, -and height from floor to roof framing or floor framing. Provide notes and/or details to show that the fioor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Sectio~ Sl0(b). . . ·, Note on the.plan~: "All interior fit1ishes must comply with Chapter. 42 of the UBC". Specify "Class Ill flam~ spread rating· (minimum) for ftl::L lft:/Z-G?' *? · --···. 11 . ·: Note on plan that suspended ceilings shall comply with UBC Tables 47-A and 23-P. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no hol'izontal dimension exceeds 60 L.F. (.if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). 7/8/92 16· /s. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Sec-tion 2516{f). Storage areas exceeding 1000 sq. ft. in connection wjth wholesale or retail sales shall be separated from the public area by a one-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. Section 702(c). An automatic sprinkler system shall be installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area of such unseparated rooms and assembly uses exceeds 5000 square feet. Section 3802(c). The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The width of the required level area on the side into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section 2-3304, Title 24. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor pl~-~ Section 705(c). A ______ -hour occupancy separation is required between. _______ occupancy and the _____ occupancy. Table 5-B. Ducts penetrating occupancy or area separation walls must have fire dampers. Section 4306 (j). In areas where the occupant load exceeds __ , two exits are required. See _______ _ Table 33-A. Provide an exit analysis plan (may be 8 l/211 x 1111 or ,my convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). 3 •. ;;(,. yr. Ji'- Jef. ¥- ~- yt. ® )ff. ~- ?1· Provide evidence of Health Department ~pproval (for restaurants or for tenants using X-ray equipment) • · If nonflammable supply cylinders. for medical gas systems are located inside buildings, show how they comply with UBC Section 702(c)4. ELECIRICAL Submit plan showing location of all panels. Submit panels schedules. Submit eiectrical load calculations Indicate existing main service size. Indicate existing total main service load. Indicate new additional loads. Indicate wiring method, i.e. EMT, metal flex. Show exit signs on the electrical lighting plan(s). As per Section 3313 and 3314 of the 1991 UBC, provide two sources of power to exit signs and exit illumination. Provide receptacle(s) within 251 of HVAC units. UMC Section 509. Provide multiple switch lighting controls · per Iitle 24, Part 6. Provide mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation o! not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. Provide. mechanical plans showing existing and proposed HV AC equipment, ducts and access to equipment. · Detail access and working clearances to HVAC equipment. D.etail· disposal of main cond~sate drainage from air conditioning units.· · (UMC Section SW) · · • Detail overflow (secondary) condensate discharge fro~ air conditioning units that a.re in a ceiling space. (UMC Section 1205) Fire rated corridors are not · to be used to convey air to or from rooms. UMC Section 1002. 8/10/92 Ji. ~- Provide gas line plans and calculations, showing . pipe lengths and gas demands. UPC Section 1219. Provide drain, waste and vent plans. Provide water line sizing calculations. UPC Section 1009. Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). Show 1/411 per 1211 slope on drain and waste lines. UPC Section 407 .• Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. Note on the plans that new water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet perfo~ce standards established by the American National Stand.ards Institute Standard All2.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall ineet performance standards established by the American National Standards· Institute Standard All2.19.2. H & S Code, Section 17921.3(.b). ~ lpef. Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy desiFpl checklist. 1p{: For remodels in an existing conditioned space, show that the remodeled space will not use more energy than the existing space or show the remodeled space will conform to latest energy design standards. Floor drains must have auto-prime (City Policy). A grease interceptor is required. Show details complying with City Policy 83-34. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). 6 Condensate drains must connect to a wet trap ( dry traps are not permitted). (Memo 1/14/83). Show fans are duct type; City Policy does not permit ductless fans. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) All roof-mounted equipment shall be concealed from view. Provide structural detailing for the screening. All panel boards shall have a minimum 100 amp rating or approved by the Building Official. Only tank-type water closets that use an average of 1. 6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. MISCELI.AKEmS . Q Please see additional corrections or remarks '-::Y that follow. ~-To speed up the recheck process, note on .this \.::J list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. I:::\ Pl~se indicate here if any changes have been \::J made to the plans that are not a result of corrections from this list. If there are other -changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. ____ Yes _____ No 8/10/92 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468., to perform the plan check for your project. If you have any questions regarding these plan check items, please contact. _______ _ Jtl-8G DOL I€ ,0-re- at Esgil Corporation Thank you. Enclosures: l. _______________________ _ 2._. ____________________ _ 3. ____________________ _ 7 G G DISABLED ACCESS REOUIRD1F.NTS FOR REMODELS (including alterations, structural repairs, additions, tenant improvements and occupancy changes) GENERAL Full access compliance is required for remodels including: @ Path of travel to remodeled area. (a) Parking· © ~ 0>) Walks (c) Hazards (d) Curb Ramps (e) Ramps (f) Elevators Primary entrance to remodeled area. (a) Entrances (b) Exit Doors Sanitary facilities serving remodeled area. .Drinking fountains and telephones serving remodeled area. R»IODELS LESS THAN $75,187 When remodels are valued at less than $75,187 access compliance may be limited to the specific area being remodeled when an unreasonable hardship is determined by the enforcing agency. 1. Staff determination of unreasonable hardship shall be made on Form IICA-1, which shall be filed in the project file. 2. When the required work outside of the remodeled area (l.a through_ l.f above)' exceeds 10% of the cost of the work to be done in the remodeled area, an unreasonable hardship shall be found to exist (criteria is staff guideline). 3. The unreasonable hardship finding may be by observation when obvious. Form HCA-1 should describe the obvious. % RD10DELS $75 1187 AND HIGHER ~ When remodels are valued over $75,187 and specific access requirements cannot be met: 1. The law allows equivalent facilities to be accepted if strict compliance with the regulations would create an unreasonable hardship •. 2. Access cannot be waived unless there are physical or legal barriers that prevent providing either full access compliance or equivalent f~cilitation compliance. When both access and equivalent facilitation are waived by the enforcement official, ratification is required by an Appeals Board. MULTI-FLOOR REMODELS: Exceptions and exemptions 1. Provisions for Upper and Lower floors: The Health and Safety Code Section 19955.5 says that, "In privately- funded multi-storied passenger vehicle service stations, shopping centers, offices of physicians and surgeons, and office buildings, subject to this· code, floors or levels above and below the first floor or ground level are exempt from these requirements if a ramp or elevator is not available to provide public access to such floors or levels." 2. Health and Safety Code Section 19956 says that, "In privately-funded multi-storied buildings, floors or levels above the first floor or ground level are exempt from these requirements if a reasonable portion of all facilities and accolllllOdations normally · sought and used by the public in such a building are accessible to and usable by disabled persons." D:\general\disabled.req TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction. ~L,'>130-P . _______ ;.._..;_._;.._;.._;;;.._ ______ _ c No. C/'? .-.z__g l, -----------------5/fv u.J FH-L 71-1-tJstE" 71t!¥7 ~ Re erences t0--Sect·1on numoers with prefix "211 are (California Building Code). Prefix "3" is for Part 3 Part 5 (California Plumbing Code). to Title 24, California Code of Regulations, Part 2 (California Electrical Code). Prefix 11511 is for Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPHEh"I 0 HANDICAPPED PARKING SPACES a. Provide.,:-:-__ _,han~icapped spaces. 2-7l02(b) b, Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102{c) c. Parking space shall be a minimum of 9 ft.xl8 ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single. space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102{c). d. Maximum slope of parking surface in any direction shall not exceed 1/1+" per foot. 2-7102{e). e. Parking space(s) shall be. identified with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and ~ duplicated on parking surface (symbol to be 36"x3611 and painted at the back of the parking stall). 2-7102(f) f. Entrance to parking area ( or at each stall) shall have a sign statµig that unauthorized vehicle(s) parking in handicapped space(,s) may be subject to tow-away. 2-7102(f): g. If covered parking is ·provided, then a reasonable portion of the . total number· of stalls reserved for the disabled shall also be covered. 2-7102(a) .. ,. h. Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7l02(g) · 0 CURB RAMPS a. Curb ramps shall be located wherever pedestrian path crosses curb. (2- 7103(a)) b. Curb ramp shall be 4811 min. width (2- 7103(b)) with maximum slope of l in 12. 2-7103{d) c. A level 48" min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) d. If ·no landing is provided, the slope of fiared sides shall not exceed 1 in 12. 2-7103(d) e. Surface is to be slip contrasting finish sidewalk. 2-7103{£) resistant and a from adjacent f. Border markings shall be 1211 wide of l/l+"xl/411 grooves, 3/411 apart, located at top and sides. 2-7103{h) 0 WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-710l(a) b. Walks sloping greater than 5% (1 in 20) must comply with. ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 1+811 minimum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/411 per foot. 2-3325(a)3 e. Gratings possible. are not 2-3325(b) allowed whenever f. At each gate or door a 60"x6011 level area is required when the gate swings toward the walk. 2-3325(e) g. A 4811xl+l+11 deep level area is required when the gate swings away from the walk. ·2-3325(e) h. A 21+11 clear space is required at strike side of gate or door. 2-332S{e) 0 PEDESTRIAN RAMPS a. A path of travel with a slope greater than l in 20 shall be considered a ramp. 2-3307(a) b. Toe maximum slope shall be l in 12. 2-3307(c.l) c. The width shall be 4811 minimum. A minimum width-of 6011 is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 3611 when the occupant load is 50 or less. 2- 3307(b.l) d. The surface of ramps shall be slip· resistant. 2·3307(&) e; A 6011 intermediate landing is required at maximum elevation change of 3011 and 7211 landing at each change of direction (over 30 degrees). 2·3307(d.l) f. Landings are required at top and bottom of ramps. 2-3307(d.l) g. Bottom landing shall be minimum of 7211 in the direction of travel. Fig. 2-33· llA h. Iop landing shall be 6011 x 6011 minimum. 2-3307(d.l) i. When · door swings onto top landing, minimum depth of landing required is door width plus 4211 • 2-3307(d.l.) j. Iop landing shall have 6011 min. -.ddth when door swings onto the landing, with 2411 on strike side of door at exterior ramp, or 1811 at interior ramp. 2-3307(d.l) k. Ramp handrails are required on each side of r~, when slope exceeds l in 15. 2- 3·307(e.l) l. Ramp handrails shall be continuous, located· 3011-3411 in height above ramp surface, with 1211 extensions beyond top and bottom, and the ends returned. 2-3307(e.l) m. Handrails shall be 1-1/411 to 211 cross section, spaced minimum of 1-1/211 from wall. 2-3307(e.l) n. A 211 high curb or wheel guide rail centered 311 ± 111 above ramp surface is required on both sides wh,ere not otherwise bounded by walls when the ramp exceeds 10 feet in length. _2-3307(h.1) SPECIAL ACCESS LIFTS . · a. -Lifts may be provided between levels, in lieu of elevator, -when. the vertical distance between landings,· structural elevator, structural design and safeguards are as allowed 'by the St,ate of Califomia, Department of Industrial, Relations, Division of Occupational Safety and Health. 2·Sl07(a) . · b. '.the lift platform shall be of sufficient size to accommodate a wheelchair {3011x4811 ). 2·5107(a) c. There shall be a level and clear floor area or landing (60"x60") at each level I for access to th~ lift. 2·5107(a) HAZARDS a. Provide 80'1 headroom from walkway surface to any overhanging obstruction. 2.-3326(b) b. Headroom of maintained for etc. 2.-522(f) 80110 minimum shall be walks, corridors, aisles, c. Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 2711 and 8011 above the floor may project a maximum of 1211 • 2-522(f) e. Abrupt · changes in level exceeding 411 adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 611 high 1,.-arning curbs above walk surface. 2-3326(a) Eti.1:RAHCES AND CIRCIJUJION 0 ENTRANCES, ·DOORS, VESTIBULES AND CORRIOORS a. All prilllary entrances to buildings.shall be accessible to the handicapped. 2-330l{f) b. All required passage doors shall have 3211 clear opening at 90 degrees {3611 door~. 2-3304(f) c. At least one of a pair of doors shall meet the minimum 3211 clear entrance width requirement. ·2-3304(f) d. Threshold shall be no higher than 1/211 above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than l/411• 3304(i.l) e. Exterior level landing may slope up to l/411 per. foot in any direction for surface drainage. 2-413 f. Door hardware shall be of the lever or push type, mounted 3011 to 4411 above the floor and be operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2.·3304(c), 2- 3304(i.2) g. The lower 1011 of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(i.3) @ Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) i. At turnstile, provide an access gate, 3211 clea:r width opening, within 30 feet of turnstile. 2·3304(i.4) j. · There shall be a clear area on each side of door, 6011 deep in direction of door swing and 44" deep in opposite direction of·door swing. 2·3304(i.l) k. Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 18" past strike jaob for interior doors. 2-3304(i.l) 1. The space between two consecutive doors (vestibule) shall provide a minil:rwn of 48 11 clear depth between the open d'oor and a second closed door.Doors in a series at a vestibule shall swing in the same direction, or away from the space between them. 2·3304(i.l) m. For corridors over 200 feet long, see special requirements of Sec. 2·3305(b)2. I F1.00RS a. Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, ors pecial access lifts. 2·522(e) _ y STAIRWAYS . HOIE: Only applies were disabled access is provided or required to other levels. a. Ire.ads shall ha\·e smoot."1, rounded e>:posed edges and be slip resista..~t. 2· 3306(s) b. Nosing shall not project more than l-l/2 inches past face of the riser below. 2-3306(s) c. Risers shall be sufficiently solid, 2-3306(s) d. The upper approach and lower tread of each flight of stairs shall be ma;-ked ,dth a contrasting colored strip 211 in width. 2•3306{r) . e. On exterior stairs,· each tread shall be· marked as noted above. '· 2-3306(r) f, Handrails a.re required on each side of stai:r-,.,ay. 2·3306 g. Handrails shall be located ·3011 to 3411 above nosing,extend 1211 beyond top riser and 1211 plus tread. "'idth .beyond bottom nosing and returned to wall/newel post. 2-3306(j.l). h. Handrails shall be l•l/411 to 211 in gripping cross section and l-1/211 clear of ~,all. 2·3306(j. 1) i. Approved stairway identification signs shall be located at each floor level in all enclosed stair.:ays in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stair .. ·ay. The information shall be presented using raised Arabic nUl:lerals and raised braille sycbols '-'hich confora to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing icmediately adjacent to the door on the strike side. Signs shall cor.:iply with requfreme.nts of U.B.C. Standard No. 33-2. ~ELEVATORS a. Provide clear inside elevator car dimensions as required by U.B.C. Section 5l03(d) 6 and Iitle 24 2-5103(d.l). l. At lee.st one elevator in buildings 4 or .t:1ore stories in height: SO" by 54", with a 42-inch -side slide door. Applies only to: high:.rise buildings, A/E/I occupancies, State-o~-ned buildings, residential care homes, hotels, motels, apartments and condominiums. 2. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 6811 by 54", with a minimum clear door width of 3611 , 3. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. b. Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5l03(d.1) . SANllARY FACJJ.J::'CCFS /. l'OILET FACILIIIES ACCESS a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-5.ll.l(a)) b. Doo:x:-ways · shall opening width. have 3211 minimum clear 2-511. 1 c. There shall be a level area with 6011 clear depth in the direction of the door swing, and a level area with 4411 clear depth in opposite direction of door swing. 2-Sll;l(a) /. MULTIPLE ACCOMHOD~TION TOILET FACILITIES a. Provide clear area 6011 diameter x 27" high -or clear space 5611 x 63 11 x 2711 high. 2·511.l(a) b~ Doors (other than handicap compartment) are not to encroach more than 1211 into above mentioned cle.i.r space. 2-511.l(a) c. Provide a 2811 clear space between water closet and fixture or 32'1 clear space between water closet and wall. 2-511.1(~) d. A 4811 long clear space is front of water closet. space is required when compartment has a side door. 2-511.l(a) required in A 6011 clear the toilet e. Water closet compartment door to ·provide 3211 clear width for end entry and 3411 clear. width for side entry. Door to be self-closing. 2-511.l(a) /sINGLE ACCOMMODATION TQILEI FACILITIES a. Water closet shall be located 2811 fro::?1 a fixture .or 3211 from a wall. 2-511.l(a) b. Minimum clear space in front of water closet shall be 4811 • 2-511.l(a) c. In an existing building, a single accommodation toilet facility may have a space 3611 wide x 48 11 long in front of water closet. 2-511.l(a) 0 GRAB BARS AI WATER CLOSET a. One at side 4211 long extending 2411 in front of water closet; one at rear 3611 long centered on water closet; both mounted 3311 above floor. 'Where a tank- type toilet is used, grab bar ~y be as high as 3611• 2-511.l(a) b. Bars shall be l-1/411 to l-1/211 in diameter with 1-1/211 clearance to wall. 2-511.l(a) _ 0 .. c_. · Bar fasteners-and mountplg support shall . be able· .t;o withstaJ:ld 250 lbs./ft. in bending, shear and tension. ·. · 2-511.l(a) . · . · ® WATER CLOSE! . a. Height of water closet seat shall be 1711 to 1911 above floor. 5-1502 0 © Controls sh.all be · operable with one hand, and sh.all not require tight grasping, pinching or twisting of the wrist. 5-1502 Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 4411 above the floor. 5-1502. The force required to activate controls shall be no greater than 5 pounds force. 5-1502 /. URINALS a. \.'here urinals are provided, the rim of at least one shall project 1411 from the wall and be located 1711 maximum above floor. 5-1503(a) b •. The force required to activate the flush valve shall be 5 lbs. maxi.mum and located 4411 maximum above floor. 5-1503(b) c. Provide 3011 x 4811 fon:ard approach. 0 LAVATORIES. clear floor space for 2-511.l(b) a. Provide 3011 x 4811 clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below, 2-511.l(b) b. Provide clear space beneath lavatories 29'1 high by 3011 wide by 811 deep at top and 911 high by 3011 wid·e by 1711 deep at bottom from front of lavatory (toe space). The maxi.mum counter surface height should be 3411 • 5-1504(a) c. Hot water and drain pipes. under lavatories shall be insulated. 5-l504(b) @Faucet controls and operating mechanism ·(operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-l504(c) 0 If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504{c) Y. TOILET ROOM ACCESSORIES a. Mirror bottom edge shall be located 4011 maximum above floor. 2-511.l(b) . b. Toilet tissue dispensers shall be mounted within 1211 from the front edge of toilet seat. 2-511.l{b) c. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall b.e within 4011 of floor. 2-511.l(b) . 0 SANITARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are · 1211 Equilateral triangle for men, 1211 diameter circle for women, and 1/-4" thick, centered. on door, 6011 high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) ~- /i. BADiING EACILIIIES a. One such facility shall comply when provided for the public, clients or employees. 2-511.l(a) b. Sho;.•er compartment shall be 4211 wide, 4811 deep, .,.,ith a 3611 wide entrance. ·2-511.l(a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-5lla-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. DRih'KING FOUNTAIN a. Drinking fountains shall be within alcoves. Dle alcove shall be not less than 3211 wide by 1811 deep. 2-511.l(c) b. When the enforcing agency deteI'lJlines that it would create an unreasonable hardship to locate the water fountain in an alcove, the' water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. Ihe mini.mum textured area shall extend from the .,.,all supporting the water fountain to l foot beyond the front edge of the water fountain and shall extend l foot beyond each side of·the water fountain, or (2,) Wi~g walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of · the path of travel. Also, there shall be a. minimum of 32 inches clear between the wing walls. c. Note on the plans that drinking fountain shall ·conform to requirements of / Sec. 2-5llc and 5-1507. P · PUBLIC TELEPHONE a. Provide space 3011 x 4811 .for forward or parallel approach to· telephone. 2-511.l(d) b. Note on the pl8lls that public telephone shall conform to requirements of . Sec. 2-511.l(d), G ELECIRICAL REQUIRt'MEh'TS . a. 15, 20 and 30 amp receptacle outlets shall be installed not less than 1211 above floor. 3-210-SO(e) b. Center of switches shali be located not less than 36" nor more than 4811 above the floor. 3-380-S(c) ,/. PLUMBING REQUIREMEN'IS. a. Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the ;.-rist (i.e., use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROOP A. OCCUPANCY ~ ·-/, AUDITORIUMS, ASSEKBLY HALLS, THEATRES, EIC. /4 a. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-6ll(b) b. Ibis structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-6ll(b) c. Each wheelchair space shall be 6011 x 3011 and level. 2-6ll{b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-6ll(b) e. This structure requires -----...,,-- seats for semi-ambulant persons. Clear leg space shall be at least 2411 • 2-6ll(b) f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-6ll(b) STADIUMS, GRANDSTANDS,. BLEACHERS, PAVILIONS, GYMNASIUMS a. This structure requires _______ _ wheelchair seating spaces. In-theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2.-611-(c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-6ll(c) c. Ticket booths must be accessible from both sides. 2.-6ll(c) d. Participation areas such as ball courts., exercise rooms, tracks, and clubrooms . must be accessible. 2.-6ll(c) e. Spectator and participant sanitary 8Jld ·1ocker facilities must conform to the requirements of Chapter 2.-5. 2-6ll(c) •. Accessible sanitation facilities in all. Group H Occupancies shall be provided as specified in Chapter 2-5. 2-913(a) b. Accessible floors and levels shall comply with the requirements specified in Chapter 2-5. 2-913(a) c. Ecploy.ee work areas shall be accessible by means of a 36-inch minimum aisle width, and a 32-inch minimum clear opening door width. 2·913(a) ADDI'IIOHS, ALl:ERAD:ORS.AHD REPAIRS l'O EXISID.:; BUlll)IHGS. (2-UOA(b)ll) f::'\ The area of specific ··addition, al~era~ion V and/or ·repair, shall comply with the provisions of Title 24. Additionally: a. The primary entrance to the building and path of travel to the specific area shall be accessible to the handicapped persons. Compliance must be shown, beginning from the existing parking area and leading to the area of alteration. b. Existing restrooms, "'ater fountains, ·and public telephones which serve said specific area must be shown to be accessible to and functional for handicapped persons. c. Information regarding handicapped accessibility shall be posted il1 lobby per Sec. 2-522. 12/29/89 -~ -.. ,. ·--~ .~ ·--~~ ·" '" ' .... REMODEL OR TENANT IH?ROVE~SNT CONSTRUCTION VALUATION · · The Building Official is mandated by St.it<? law to determine the value of work proposed in each application for a Building Permit. The value to be used, shall be the t6t3l value of all construction work for which the permit is issued as well as all finish work, painting, roofing, electric3l, plumbing, he3ting, air conditioning, elevators, fire exting- uishing systems and any other perr.:anent equipment. Unifor:n Building Code Section 304 (a) PLAN CHECK NO. 95-Zg'~ DESCRIPTION OF PROPOSED WORK -'------------------------ AREA OF 0 REMODEL -----------------0 TEN.~NT IH?ROVE!·E~T -----------0 ADDITION ------------------PROPOSED WORK INCLUDES: NEW SUSPENDED CEILING D YES D NO NEW EV.:l.C D YES D NO NEW FIRE SPRINKLERS D YES D NO NEW PARTITIONS D YES D NO -~ NEW PLUMBING D YES D NO NEW ELECTRICAL D YES D NO HAS A CONTRACTORS ESTIM.~TE BEEN RECEIVED FOR THE PRO?OSED WOR:i<'? [ )YES [ ]NO ITEMIZED COST ESTIM.~TE IS ATTACF.ED C] YES [ ] NO I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT- ING, ROOFING~· ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRE EXTINGUISHING SYSTEMS, AND ALL PERM.~NENT EQUIPMENT IS:$ . . ------ T. HIS VALUE IS BASED ON·: 0 DESIGNER'S ESTIM.~TE. D CONTR.~CTOR Is ESTIM.~TE 0 OTHER, DESCRIBE BASIS -------------- THE AaOVE INFOR~.ATION IS TRUE AND CORRECT 0 APPLICANT 0 DESIGNER 0 CONTRACTOR ********************************************************************** PLAN CHECKER USE ONLY THE VALUE IS ACCEPTABLE O YES D NO AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION VALUE. 0 YES O NO BY: _______________ _ DATE: ----------------- _ _. __ , __ Page 1 of 2 Remodel Dr Tenant ll!lprovcment Information form Pl an rile No ._1'~?--_~_g_t, __ Jurisdiction;..._ __ C-f}----'--'--/Z._L_~_6_A--:_D ______ _ Project Address ____ -:Z...;..Z.-'b_O~---'/Z,__U_'1'. ____ tft::;..;.._Je .... FO~--J2-D'---'-----------Date 4-J' -'7 ? REl'O)EL OR TENANT 111'ROV£t'ENT BUILDING COOE Hf'ORKATION REQUIRED PRIOR TO PLAN SUBHITTAL In order to complete a plan review of a remodel or tenant improvement within an existing building it is necessary that the information in Items l-11 be provided or the approved plans be provided for the existing building. 4 ll Ii I I 11 I I I I 11111 I I l I ................................................ +¼¼½I I I 111lIli>-++++lf-ll+++*._.+-l++**-11**4-++4-+-4-4111 l l I l 111 l l I 0 G .. ,· Ci'rcle the existing type of construction for this building: I, II-FR., Il-lhr., 11-N, 111-lhr., 111-N, IVJ V-lhr.@ Does this building have fire sprinklers· throughout? (!fi;;, No Does the proposed project create a change in use or occupancy classification? Yes No Describe the previous use·of the.rroject area Describe lhe proposed use of the project area :LO ,; ,,..., c...,r /J / t7 0 Existing Building Area ___ -,-_.--._...,,,_, _____ Improvement Area ___ ~ __________ _ How many stories are in this· building? __________________________ _ \.hat story is the improvement on? __________________________ _ Does this project involve alterations Existing fire walls Existing. floor or roof loads Existing building structure Existing HVAC equipment Existing electrical service loads Existing lighting lo: Yes Yes Yes Yes Yes Yes No No No No If "YES", see DlO below No No If "YES", see iJlO below l·klat is the approximate date that construction of the existing building was permitted? ___ _ El£RGY CONSERVATION Which of t~e following were checked and approved for Title 24 Energy Conservation at the .time the original building was approved:· Building envelope Area lighting Yes ... Yes No No HVAC equipment Water heating Yes Yes No No ..• Will the proposed P,roject significantly alter any element that was approved? ______ Yes, ____ · ___ No · Ir •iYES" ~ see 110 below HMOICAPPEO ACCESS f'ACILITIES · Which of the following has been approved for compliance with the handicapped access standards of Title 24, CAC: Parking & access to the building Building stairs & elevators Et£RGY DOClt£NTATION Yes Yes No No Building entrance doors Yes Existing public restrooms Yes a. Remodels to existing conditon~d spaces require that a Form Cf-1 (attached) be completed, signed and imprinted on the plans. Additionally, if the building envelope, lighting or HVAC equipment ~re to be aitered or added, appropriate State required documentation must be submitted. b. Provide copies of all existing Cf-1 forms for this building. c. Provide a.copy of any existing approved energy design for the building. No No 12/16/87 .. 0 Page 2 of 2 ~ a. Plans shall clearly sho11 all demolition and new construction proposed. b. Plans shall clearly $how exit systems, fire rated construction details, occupancy require- ments, handicapped access provisions and other requirements necessary to show the l'lork will comply with adopted codes and ordinances. c. If structural revisions er increased live or dead loads are proposed the structural plans details and calculations shall be provided and shall be signed by a California licensed engineer or architect. d. If electrical system revisions or increased electrical loads are needed provide electrical plans and specifications showing location of panels, panel·schedules, existing service size, existing building load, additional loads, wiring method, exit signs and emergency lighting when required .• e. If plumbing revisions or additions are proposed provide plumbing layout, details and specifi- cations. Include s~zing calculations when necessary to justify pipe sizes. f. All sheets of the plans are requried to be signed by the responsible designer. Information is provided by ------------------------------ Title ______________________________________ _ ,. Jurisdiction. CARLSBAD Dates Prepared bys /H?C? VALUATION AND PLAN CHECK FEE o Bldg, Dept. D Esgil PLAN CHECK NO, C/-5-z.,g Cr BUILDING ADDRESS z,Z-~0 f2.ll--7H-e-fer'O eD . APPLICANT/CONTACT se-rf{J. t!Z-t4C1 · PHONE No.Cf ,er) Sl/-? -1/Z) BUILDING OCCUPANCY B -z DESIGNER PHONE ------ TYPE OF CONSTRUCTION 1/-/\) CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA · VALUATION VALUE MULTIPLIER D FF IC--e Z., "3 V ,7 \ 0,..---07, OOD w'I-Ktz-?77.,,, I C-/...J,, u r.....,, ~ .. I . Air Condi tionine: Commercial .. @ . ~ .. Residentia.l · ·@ : Res. or Comm. Fire· S'Drinklers @ Total Value (,. 7, t)t>D Building Permit f'ee $ $ 4-,q I I t/7) P.lan Check f'ee · $ · $ ? / Cf. / §"" -.;::;..._ _________________ ..:;.__...;......_; ___ _ COM MEN rs ..... ·----------------------------- SHEET OF / --_,___ 12/87 ' - City Of Carlsbad M 3 h· • • 044 Ii h· 1 ·24 ·iH 4 I; ,t§ ,i I DATE: -,;/2tfJ BUl~DING PLANCHECK CHECKLIST PLANCHECK NO. C& 93-,ztf'{. BUILDING ADDRESS: c<c:2£() &~a:./4/2.t> PROJECT DESCRIPTION: c23a!fo-;,,,, . z:z::: vd-e 1l ~CE :31/9. JJ/t[c /..P>lt,11,lcool'lf.J ASSESSOR's PARCEL NUMBER: ~/ ,2. .. tJt /---t:J? EST. VALUE 6 7. rrl ENGINEERING DEPARTMENT APPROVAL Tt:ie item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your · submittal; therefore any changes to these items after this date, including field modifications; must . be reviewed by this office to insure. continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can. result in suspension of permit to build. ATTACHMENTS D Dedication Application D Dedication Checklist DENIAL Please see the attached report of deficiencies marked with __g Make necessary corrections to plans or spf;!cifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to thi$ office for review . ¥~L~ Date:~ By:. __________ Date:. ___ _ By: _________ Date:. ___ _ CONTACT PERSON D Improvement Application D Improvement Checklist NAME: ______________ _ tJ Future Improvement Agreement ADbR~SS:.~--------------- PHONE: __________ .......,. ___ _ P:\doca\chklst\bp0001.frm REV 6/5/92 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 $ ( . .. • )" BUILDING PLANCHECK CHECKLIST SITE PLAN 1 stv' 2ndv' 3rdv' D D D .1. Provide a fully dimensioned site plan drawn to scale. Show: i/i D D D J/,4 .. D D .D 11 D-0 .D f/J A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 2. Show on site plan: A. Drainage Patterns C. Existing Topography . B. Existing & Proposed Slopes 3. Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure. · 4. Include note: "Surface water to be qirected away from the building foundation at a 2% gradient for no less than 5' or 2/3·the distance to the property line (whichever is less)." . . . On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a tninimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). · 5. Include on title sheet A. Site address . B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of ~ifferent uses (manufacturing, warehouse, office, etc.) previously approved. · DESCRIPTION EXISTING PERMIT NUMBER q1..-9q: . ' '1,ff/a /,<1/1'/IJ!t/4.. ~~ :Lot{,/.)// &//ft"F ~ ~ ~'f t;:/JV s j3q1, YJIJ-hf:;~e.··~ ::: ~ 1i t:/JtJ..-a,ee--/4, r.u :: . · ,.s:tJ·et:>tls. 1,oi wH&e-/MP&-. I . _3323 o.f+rce... .::: 1-11 gtJu c~f'd. + -~1,, 1 =-/, -;L o L:f'Otl S ioo I t:,·f·H'C'e.:. :::: • 1/EotJ t:.teJ,-t -.,tJ'f -= 07.t ltllfSE_ . ·(;.3of 'fl o-ffi ce.. .::: /, ,_,, e-Pd ered; t -, 'fl, :::. I .. t11 e11s . P:\docs\chklst\bp0001.frm Page 1 of 4 REV6/5/92. ( 1 stv' 2ndv' 3rdv' D D D >I/A D D D ~,~ BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL· COMPLIANCE. 6. Project does not comply with the following Engineering Conditions of approval for · Project. No. · Conditions were complied with by: _________ _ Pate: ______ _ DEDICATION REQUIREMENTS 7. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ______ -pursuant to Code Section . 18.40.030. · Dedication required as follows: ________________ _ Attached please find an application form and submittal checklist for the· dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. _Dedication completed by __________ .__ __ _ Date: ___ _ IMPROVEMENT REQUIREMENTS D D · D · ea. All needed public improvements upon and adjacent to the' building site must be 111 J/l constructed at time of building construction whenever the value of the construction iv /n . exceeds $ . · -pursuant to Code Section 18.40.040. :Public improvements required as follows: _______________ _ . Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be . approved, appropri~te secu~ities posted and fees paid prior to issuance of permit., Attached please find an application form and submittal checklist for the public improvements requirements. Provide the comp.leted application · form and the requirements on the checkli~t at the time of resubmittal. Improvement Plans signed by: __________ _ Date: --- P:\doca\chldst\bp0001,trm Page 2 of 4 REV 6/5/92 ( , ' 1 stv' 2ndv' 3rdv' D D D /1/1 D D D . tJ/, . ·r1 D D D D D D D D /o D BUILDING PLANCHECK CHECKLIST 8b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ . . . so we may prepare the necessary Future Improvement Agreement. This agreement mus.t be signed, notarized and approved by .the City prior to issuance of a Building Permit. 8c . 8d. Future public improvements required as follows: __________ .,..._._-'--_ Enclosed please find your" Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by:------------ Date: _______ _ No Public Improvements .required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS- The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipa! Code. · · · 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 9b. Grading Permit required. A separate · grading plan prepared by a registered Civil . . Engineer must be Submitted together with the completed applicati9n form attached. NOTE: The Grading Permit must be ;issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign o_ff by: Date: 9c. No Grading Permit required; BUILDING PLANCHECK CHECKLIST P:\docs\chklst\bp0001.frm Page 3 of 4 REV 6/5/92 / ,, . 1 stJ 2ndJ 3rdJ -D D D NI ;t D D MISCELLANEOUS PERMITS 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right.pf-Way permit issued by the Engineering Department is required for the foll~wing: ----------------------------- Please complete attact,ed Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal. 11. A SEWER PERMIT is requir~d concurrent with the building permit issuance. The fee · is noted in the fees section on the following page. · 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit Industrial waste permit accepted by: ____ e_tt.N_,. ____ Date: '3 -:31-9.3 P:\docs\chklst\bp0001,frm Page 4 of 4 REV 6/5/92 ' . I CALCULATIONS WORKSHEET .. ~;--EDU CALCULATIONS: . EDU's: . " r,:i. J-3oP If <M-rce..Jfio ~ ;. ~f P1II' :.... . /tJ'llfitr/iop1:: ~rt (~t;~/f e-po ADT CALCULATIONS: ~~ tff+~ces _ . ~d)-r~~~I' .:= FEEf° REQUIRED: WITHIN CFO: -ADT's: .9:? 0 YES (NO BRIDGE & THOROUGHFARE FE.E, REDUCED TRAFFIC IMPACT FEE) 1251 NO 13u1Lr ·BeFo.ee M-1-'f 1 /'/9/ ~ PARK-IN-LIEU FEE PARK AREA: FEE/UNIT: ----------- g) 2.TRAFFIC IMPACT FEE ADT's: 3:>... _ __,o:;..;;...___ FEE/ADT: 3/1!,-,, ~ 3. BRIDGE AND THOROUGHFARE FEE / ADrs: ~ FEE/ADT: ~.:t ~ . 51 4. FACILITIES MANAGEMENT FEE ZONE: __ · __ _ Is. PUBLIC FACILITIES FEE FEE/EDU: ---- r8I 6. SEWER FEEs· PERMIT No. .S: I£ q ,3 ~()It-· ,I EDU's: , f'tA FEE/EDU: /.3~-D , BENEFIT AREA: . f: · FEE: Ji1 7 :J./ !:!-. ~ SEW.ER LATERAL REQUIRED (2,500 DEP0Sll] . REMARKS:----------------------------- P:\docs\chldst\bp0001.frm REV6/5/92 . " " " ... ... ... ., ., ., Q Q Q ~ l I 1! t t l'\j ,,, --~ .... ... ... ~~ u u " 41 i: 5 -~ ~ u u a i i a: .. .. ~OD PLANNING 0-iECKUsr Plan Check No.· 93 -2-Y!fo Addr~ss ;p._bo. P0fu<dl>1ol _____ .__ __________ _ Planner DAVID RICK Phone 438-1161 ext. _4...,.3=28....__ __ _ (Name) APN: ..... --·--=-------------------------------- Type of Project and Use ----~---------- Zone C~ Facilities Management Zone S -------- Legend [Z] Item Complete @ [tern [ncomplete • Needs your action 1, 2, 3 Number in circle indicates plancheck ·number where deficiency was identified · Environmental Review Req~: YES ____ NO JTIPE __ _ DATE··OF COMPLETION:·-------------------- Compliance with conditions of approval? If not, stat~ conditions which require action. Conditions of Approval_. _____________________ _ ~ D Discretionary Action Required: YES _ NO J"n,,E __ _ APPROVAL/RESO. NO. ___ DATE: _______ _ PROJECT Nb. ___ _ , . OTHER ~LATED CASES: ----------------------------- Compliance with conditions of approval? If not, state conditions which require action. Conditions of Appro_val ---------------------------- Ero Cl California Coastal Commiuion Permit Required: YES -NO L DATE Oi'. APPROVAL: San Diego _Coast District, 31 ll Camino Del Rio North, Suite 200, San Diego,_ CA. 92108-1725 (619) 521-8036. Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ___ . __________________ _ l.... e{"O O Landscape Plan·R.equired: YES_ NO J See attached submittal requirements for landscape. plans Site Plan: ~OD doo DD DD Zanin~ 0 0 0//fr DO Oj//r ci'o D 1. 2. 3. 4. 1. 2. 3. 4. 0 D D ·Additional.Comments Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property 'lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. Setbacks: Front: Required [nt. Side: Required Street Side: Required Rear: Required Lot coverage: Required Height: Required Parking: Spaces Required Guest Spaces Required Shown Shown Shown Shown Shown Shown 2. ),--Shown '16 J . Shown ------------------------- OK TO ISSUE ANO .ENTERED APPROVAL INTO COMPUTER ~- PLNCK.FRM . -City of Carlsbad . · 91783-12 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Monday, April 5, 1993 Reviewed by: a. (3_~cL__, Contact Name Address City, State Sean Tracy 6125 Cornerstone Ct #200 San Diego CA 92121 Bldg. Dept. No. _93_0_2_8_6 ___ _ Planning .No. Job Name ECO Lab/111 ---------------~-- Job Address 2260 Rutherford Ste. or Bldg. No. _11_1 ___ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in thfs report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. . . For Fire De_partment Use Only Review 1st~--2nd~--3rd __ _ Other Agency ID CFD Job# __ 91_7_8_3-_1 _2 _ File# ___ _ 2560 Orion Way • . Carlsbad, California 92008 • (619) 931-2121 -.... ·~ TITLE 24 REPORT FOR: Ecolab Carlsbad Commerce Center, Bldg D Carlsbad, CA PROJECT DESIGNER: R.G.Petty (619) 458-9440 REPORT PREPARED BY: Beth Brummitt NRE882001 Haynal and Company 2171 India street, Ste. A San Diego, CA 92101 (619) 295-9225 Job Number: Date: 3/24/1993 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Ener~y commission for use with both the Residential and Nonresidential Building Energy Efficiency standards. This program developed by Gabel Dodd Associates (510) 428-0803. Table Of Contents for Title 24 Report ----------------------·-------------- Cover Page ••..••...•.••..••••.•...•...••••••••• . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Form ENV-1 Envelope Certificate of Compliance . . . . . . . . . . . . . . . . . . . . . . . 3 Form ENV-2 Envelope Summary . . . • • • • • • • • . • . . . • • • • • . . . • • • • • • • • • • • • • . . • • 5 Form MECH-1 Mechanical Certificate of Compliance . . . . . . . . . . . . . . . . . . . . Form MECH-2 Mechanical Summary ....................................... Form MECH-3 Mechanical Equipment Summary Form MECH-4 Mechanical Ventilation HVAC Zone & Space Loads summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 12 14 15 16 CERTIFICATE OF COMPLIANCE (part 1 of 2) Project Name: Ecolab Address: Carlsbad Commerce Center, Bldg D Carisbad, CA ENV-1 page 3 of 20 Date: 3/24/1993 Building Permit Nb Envelope Designer: Checked by/ Date Documentation:_ Haynal _and_ Company ,~W::lf: _______ COMPLY_ 24 _User_ 2875 GENERAL INFORMATION Date of Plans:=-----.-.,...---.-Building Conditioned Floor Area: 2286 sf Building Type: Nonresidential Climate Zone: 7 Phase of Construction: o New Construction o Addition ~Alteration Method of Envelope Compliance: Prescriptive -Overall Envelope STATEMENT OF COMPLIANCE This Certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: /thereby affirm that I am eligible under ~he provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. o I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I nave contracted to perform. o I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section-:--:----of the Code to sign this document as the person responsible for its preparation; and for the following reason: ______________ _ PRINCIPAL ENVELOPE DESIGNER (619)~G, ·-Pe.tty ENVELOPE MANDATORY MEASURES MI Indicate location on plans of Note Block for Mandatory Measures:__,__._ __ CERTIFICATE OF COMPLIANCE (part 2 of 2) ENV-1 page 4 of 20 ---------------------------------------------------------------------------Project Name: Ecolab Documentation: Haynal and Company Date: 3/24/1993 COMPLY 24 User 2875 --------------------------------------------------------------------------- OPAQUE SURFACES Const Assembly Name Type Location/Comments -------------------------------------------------------------R-11 Wall (W.11.2x4.16) R-11 (W.11.16)A=0 611 Concrete Wall R-19 at T-bar Hollow Metal Door FENESTRATION Frame Orient Panes Type Wood Metal None None None Demising ------------------ Exterior Shade OH Glazing Type Note to Field ----------------------------------------------------------------Left (N) 1 Metal None N Single Grey (Mtl) Back (SE) 1 Metal None y Single Grey (Mtl) Right (S) 1 Metal None N Single Grey (Mtl) Right (S) 1 Metal None N Single Grey (Mtl) Front (W) 1 Metal None y Single Grey (Mtl) Front (W) 1 Metal None N Single Grey (Mtl) .... OVERALL ENVELOPE METHOD Part 1 of 4 Project Name: Ecolab Dooumentation: Haynal and Company WINDOW AREA TEST A. Display Perimeter o.o B. Gross Exterior Wall Area 1116.0 c. Gross Exterior Wall Area 1116.0 D. Enter Larger of A or B E. Enter Proposed Window Area ft X 6 ft = sf X 0.40 = sf X 0.10 = If Eis greater than Dor less than c, proceed to for window area adjustment. If not, go to part 2 1. If Eis greater than D: D. Maximum Standard Area 446.4 2. If Eis less than C: c. Minimum standard Area -~----------------------N/A I I E. Proposed Area 498.0 E. Proposed Area N/A = = ENV-2 page 5 of 20 Date: 3/24/1993 COMPLY 24 User 2875 o.o sf Display Area 446.4 sf 40% Area 111.6 sf Min Std Area 44(;>.4 sf Max Std Area 498.0 sf Proposed Area the next calculation of 4. Window Adjustment Factor 0.8964 Window Adjustment Factor N/A --------------------------------. -·---------------------------------------- SKYLIGHT AREA TEST Atrium Height o.o ft If Height< 55 ft If Height>= 55 ft Standard= 5% ----------+----------Standard= 10% t A. Gross Exterior Roof Area 2814.0 sf X 0.05 = 140.7 sf Standard Area B. Enter Proposed Skylight Area o.o sf Proposed Area If the Prc;:>posed Skylight Area is greater than the standard Skylight Area, proceed to the next calculation for the skylight area adjustment. If not got to part 2 of 4. 1. it Proposed Skylight Area> Standard Skylight Area: standard Skylight Area ~roposed Skylight Area -------------------------·------------------N/A I N/A = Skylight Adjustment Factor N/A OVERALL ENVELOPE METHOD Part 2 of 4 Project Name: Ecolab Documentation: Haynal and Company ENV-2 page 6 of 20 Date: 3/24/1993 COMPLY 24 User 2875 -------------------------------.------· ------------------------------------ OVEAALL HE~T LOSS Assembly Na.me Area ------------------·----------611 Concrete Wall R-11 Wall (W.11.2x4.16) 611 Concrete Wall R-11 Wall (W.11.2x4.16) 611 Concrete Wall R-11 Wall (W.11.2x4.16) R-19 at T-bar Single Grey (Mtl) Single Grey . (Mtl) Single Grey (Mtl) R-11 Wall (W.11.2x4.16) 611 Concrete Wall R-il Wall (W.11.2x4.16) R-11 Wall (W.11.2x4.16) R-19 at T-bar Single Grey Single Grey Single Grey Single Grey R-19 at T-bar (Mtl) (Mtl) (Mtl) (Mtl) 81.0 30.0 54.0 12.0 216.0 141. 0 1366.0 60.0 24.0 282.0 18.0 27.0 12.0 27.0 528.0 36.0 24.0 54.0 18.0 920.0 ** OVERALL HEAT LOSS COMPLIES PROPOSED HC U-Val 15.4 3.0 15.4 3.0 15.4 3.0 0.3 N/A N/A N/A 3.0 15.4 3.0 3.0 0.3 N/A N/A N/A N/A 0.3 0.752 0.097 0.752 0.097 0.752 0.097 o.047 1.190 1.190 1.190 0.097 0.752 0.097 0.097 0.047 1.190 1.190 1.l90 l.i90 0.047 UxA 60.9 2.9 40.6 1.2 162.4 13.6 64.4 71.4 28.6 335.6 1.7 20.3 1.2 2.6 24.9 42.8 28.6 64.3 21.4 43.4 Total 1032.7 Adj. STANDARD Area U-Val UxA 81.0 36.2 54.0 14.5 216.0 170.2 1366.0 53.8 21.5 252.8 21.7 27.0 14.5 34.5 528.0 32.3 21.5 48.4 16.1 920.0 0.690 0.092 0.690 0.092 0.690 0.092 0.078 1.230 1.230 1.230 0.092 0.690 0.092 0.092 0.078 1.230 1.230 1.230 1.230 0.078 55.9 3.3 37.3 1.3 149.0 15.7 106.5 66.2 26.5 310.9 2.0 18.6 1.3 3.2 41.2 39.7 26.5 59.5 19.8 71.8 Total 1056.2 PROPOSED UA <= STANDARD UA ** OVERALL ENVELOPE METHOD Part 3 of 4 ENV-2 page 7 of 20 --------------------------------·------------------------------------------Project Name: Ecolab Documentation: Haynal and Company Date: 3/24/1993 COMPLY 24 User 2875 --.------------------------------------------------------------------------ OVERALL HEAT GAIN PROPOSED STANDARD Glazing WF Area SC H V OHF Total Area RSHG Total --------------------------------------- North 0.34 60.0 0.65 13.3 53.8 0.94 17.2 South 1.31 24.0 0.65 20.4 21.5 0.71 20.0 West 1.34 282.0 0.65 245.6 252.8 0.71 240.5 East 1.02 36.0 0.65 3.0 6.5 0.65 15.5 32.3 0.71 23.4 south 1.31 24.0 0.65 20.4 21.5 0.71 20.0 West 1.34 54.0 0.65 4.0 7.5 0.61 28.6 48.4 0.71 46.1 West 1.34 18.0 0.65 3.0 6.5 0.65 10.2 16.1 0.71 15.4 -------------Total 354.1 Total 382.5 ! ** OVERALL HEAT GAIN COMPLIES PROPOSED HG <= STANDARD HG** OVERALL ENVELOPE METHOD Part 4 of 4 ENV-2 page 8 of 20 ---------------------------------------------------------------------------Project Name: Ecolab Documentation: Haynal and Company Date: 3/24/1993 COMPLY 24 User 2875 --------------------------------------------------------------------------- Window Area Adjustment Calculations Adjust Adjusted Gross Door Window Window Wall Wall Name Dir Area Area Area Factor Area Area -----------------------~---------------------.---------------- North -concrete N 81.0 o.o 0.8964 o.o 81.0 North -Frame N 90.0 60.0 0.8964 53.8 36.2 South -Concrete s 54.0 o.o 0.8964 o.o 54.0 South -Frame s 36.0 24.0 0.8964 21.5 14.5 West -Concrete w 216.0 o.o 0.8964 o.o 216.0 West -Frame w 423.0 282.0 0.8964 252.8 170.2 SouthEast -Frame E 54.Q 36.0 0.8964 32.3 21.7 South -Concrete s 21 .·o o.o 0.8964 0.0 27.0 South -Frame s 36.0 24.0 0.8964 21.5 14.5 West -Frame w 99.0 72.0 0.8964 64.5 34.5 ----------------------------- TOTALS 1116.0 21.0 498.0 446.4 648.6 Skylight Area Adjustment Calculations Adjust Adjusted Gross Skylt Skylt Roof Roof Name Dir Area Area Factor Area Area ----------------------------------------------------R-19 Roof H 1366.0 0.0 0.0000 o.o 1366.0 R-19 Roof H 528.0 o.o 0.0000 o.o 528.0 R-i9 Roof H 920.0 0.0 0.9000 o.o 920.0 ------------------------ TOTALS 2814.0 o.o o.o 2814.0 CERTIFICATE OF COMPLIANCE (part 1 of 3) MECH-1 page 9 of 20 ---------------------------------------------------------------------------Project Name: Ecolab , Date: 3/24/1993 Address: Carlsbad Commerce Center, Bldg D Carlsbad, CA Building Permit No Mechanical · Designer: Chris Air Mechanical Checked by/ Date oocumentation:_Haynal_and_company __ p..jW&!,V,,:..iJ:_ _______ co'l!fPLY_24_User_2875 GENERAL INFORMATION Date o.f Plans: ---........... __,...,.. Building Conditioned Floor Area: 2286 sf Building Type: Nonresidential Climate Zone: 7 Ph._ase of Construction: hew Construction o Addition o Alteration Method of Mechanical Compliance: Prescriptive / Proof of Envelope Compliance: O Previous Permit (if Compliance Attached STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building mechanical requirements. 'The Principal Mechanical Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The P+Oposed building has been designed to meet the mechanical requirements contained in sections 110 through 115·, 120 through 124, 140 through 142,144 and 145. Please check one: O I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer mechanical engineer or architect. /I affirm that I am eligible under the exemption ~o Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section.,.........---of the -----Code to sign this document as the person responsible for its preparation; and for the following reason: ______________ _ PRINCIPAL MECHANICAL DESIGNER Chris Air Mechanical . (619) 278-7586 (c20) x~~L...tr ~7?:JSz( 3/zs/}3 (Signature) (Lie. #) (Dfi"te) MECHANICAL MANDATORY MEASURES · Indicate location on plans of Note Block for Mandatory Measures: H--/ CERTIFICATE OF COMPLIANCE (part 2 of 3) Project Name: Ecolab MECH-1 page 10 of 20 Date: 3/24/1993 Documentation: Haynal and Company : COMPLY 24 User 2875 -------------------------------------------------------~------------------- SYSTEM FEATURES Zone Name Exterior Time Control S Setback Control No_n_e __ # of Isolation Zones O HP Thermostat Ye_s __ Electric Heat 0.0 KW Fan Control Constant Volume VAV Min Position n/a Simul. Heat/Cool n/a Heat Supply Reset Constant Temp Cool Supply Reset Constant Temp Ventilation C OA Damper Control _A __ _ Economizer Type No Economizer outdoor Air CFM 205 Heat Equip Type Heat Pump Make & Model No. carrier 50NQ048 Cool Equip Type DX Make and Model Code Tables Interior s No_n_e __ 0 Ye_s __ 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp C _A __ _ No Economizer 287 ,i Heat Pump ·! Carrier 50NQ024 DX -------------------------------------------------Time Control S:Prog Switch o:occ Sensor M:Man Timer Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demand Cont N:Natural OA Damper A:Auto G:Gravity Note to Field CERTIFICATE OF COMPLIANCE (part 3 of 3) MECH-1 page 11 of 20 -------------------------------------------------------------~-------------Project Name: Ecolab Documentation: Haynal and Company Date: 3/24/1993 COMPLY 24 User 2875 --------------------------------------------------------------------------- DUCT INSULATION System Name carrier 50NQ048 carrier 50NQ024 PIPE INSULATION Type Duct Location Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts ip Attic System Name Pipe Type Insul Required ----------------------------------Carrier 50NQ048 __ N/A __ Carrier 50NQ024 -.·_N/A __ ~Tij NOTES TO FIELD -For Building Department Use Only Duct Tape Insul Note to Allowed R-Val Field 4.2 4.2 4.2 4.2 Note to Field --------------------------------------------------------------------------- ,__ MECHANICAL SIZING AND FAN POWER MECH-2 page 12 of 20 ---------------------------------------------------------------------------Project Name: Ecolab Documentation: Haynal and Company Date: 3/24/1993 COMPLY 24 User 2875 --------------~----------------------~------------------------------------- SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System Name: system Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING SPACES SERVED BY SYSTEM ----------.------------Rms 101,112,108,109 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Return Air Lighting Gain TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load c. Installed Equipment Capacity Btu/hr ------- 36669 ------- 36669 3667 -------40336 1.43 57680 41806 Exterior carrier 50NQ048 HEATING 38 F PEAK (Aug 5pm) 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F Btu/hr -------- 31868 -------- 31868 3187 0 --------35055 1.21 42417 37234 67 F Btu/hr 262 262 262 14211 If Line 3-C > Line 3-B, Explain:....:.... ____________________ _ FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact watts CFM ----------------------------------------------------- Supply Fan 1 X 0.31 I [0.64 X 1.00] = 0. 48-' X 746 = 361 1600 ----------------Totals o. 48·· 361 1600 FAN POWER DEMAND 361 watts/ 1600 cfm = 0.226 watts/cfm MECHANICAL SIZING AND FAN POWER MECH-2 page 13 of 20 ---.-----------------------------------------------------------------------Project Name: Ecolab Documentation: Haynal and Company SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating system Name: Cooling System Name: .System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING SPACES SERVED BY SYSTEM PEAK Rms l00,103-106,110,111 (Jan 12am) Room 107 (Jan 12am) Unconditioned (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Return Air Lighting Gain TOTAL SYSTEM LOAD 3.. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load c. Installed Equipment Capacity Btu/hr ------- 12067 10109 0 ------- 22176 2218 ------- 24394 1.43 34883 19838 Date: 3/24/1993 COMPLY 24 User 2875 Interior carrier 50NQ024 HEATING 38 F PEAK (Aug 5pm) (Aug 5pm) (Aug 5pm) 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F Btu/hr -------- 8900 6569 0 -------- 15469 1547 0 -------- 17016 1.21 20589 18462 67 F Btu/hr 470 1430 0 1900 1900 7046 If Line 3-C > Line 3-B, Explain: __________ ___, _________ _ FAN POWER CONSUMPTION Fan Description --------------------- No. Sys Efficiency Peak BHP Motor Drive HP Conv Fact Peak Watts ----- Supply CFM ------ Supply Fan Exhaust Fan 1 x 0.16 / [0.55 x 1.00] = 0.29 x 746 2 X 0.13 / [0.55 X 1.00] = 0.47 X 746 = = 217 800 353 60 ----------- Totals 0.76 570 800 FAN POWER DEMAND ·570 watts / 800 cfm = o .• 712 watts/cfm MECHANICAL EQUIPMENT SUMMARY MECH-3 page 14 of 20 ------------------------------------------·--------------------------------Project Name: Ecolab Documentation: Haynal and Company ' - Date: 3/24/1993 COMPLY 24 User 2875 --------------------------------------------------------------------------- PLANT EQUIPMENT SUMMARY Equipment Name -----------------------Undefined CENTRAL SYSTEM SUMMARY Sys No System Name Fuel Elec No. Input Input Equipment Type Sys (KBtu) (KW) -----~-------------------------Gas Fired 1 40.0 o.o No System Type Sys Economizer Type -----------------~-----1 Carrier 50NQ048 2 Carrier 50NQ024 CENTRAL SYSTEM RATINGS Packaged Heat Pu 1 No Economizer· Packaged Heat Pu 1 No Economizer Sys-------Heating----------------------------------Cooling Total Output (KBtu) ------ 31.2 No Type Output Aux KW EFF Type Output Sensible EER SEER --------------------------------1 Heat Pump 2 Heat Pump 51000 24200 0.0 6.60 DX 0.0 6.70 DX 48000 23800 36000 8.50 9.00 17850 8.60 10.00 CENTRAL FAN SUMMARY ------------Supply Fan -----------Return Fan Sys Mtr Drv Mtr Drv No Fan Type Motor Location CFM BHP Eff Eff CFM BHP Eff Eff ----------------------------------------------------------- 1 Constant Volume Draw-Through 1600 0.31 64 100 None 2 Constant Volume Draw-Through 800 0.16 55 100 None ZONAL FAN SUMMARY Zonal Fan ,, Exhaust Fan -------------------------- Mtr Orv Mtr Drv Space Name No CFM BHP Eff Eff No CFM BHP Eff Eff ----------------------------------------------- Rms 101,112,108,109 None None Rms l00,103-106,110,111 None 2 60 0.13 55 100 Room 107 None None Unconditioned None None MECHANICAL VENTILATION Project Name: Ecolab Documentation: Haynal and Company MECH-4 page 15 of 20 Date: 3/24/1993 COMPLY 24 User 2875 --------------------------------------------------------------------------- VENTILATION SUMMARY BY SPACE Tran Floor sqft CFM Min Design sfer Space Name T Occupancy Area /Occ /Occ CFM CFM CFM ------------------------------------------------Rms 101,112;108,109 Office 1366 143 21.5 205 205 Rms 100,103-106,110,111 Office 528 143 21.5 79 79 Room 107 Convention/Con 392 29 15.4 208 208 ------TOTALS 492 492 Note: If Tailored (T=*), user must document sqft/Occ and/or CFM/Occ values. HVAC ZONE HEATING & COOLING LOAD SUMMARY page 16 of 20 ---------------------------------------------------------------------------Project Name: EQolab Documentation: Haynal and Company Date: 3/24/1993 COMPLY 24 User 2875 --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE -------·---------------PEAK Rms 101,112,108,109 (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING -------36669 -------36669 3667 -------4-0336 41806 Exterior Carrier 50NQ048 1 Day Fans STD COINCIDENT 50 % COOLING PEAK (Aug 5pm) SENSIBLE LATENT 31868 31868 3187 0 35055 37234 262 262 262 14211 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no-safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for.final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. S·PACE HEATING & COOLING LOAD SUMMARY I page 17 of 20 ~-----------------------------------------------------------------------Project Name: Ecolab Documentation: Haynal and Company Date: 3/24/1993 COMPLY 24 User 4875 --------------------------------------------------· ------------------------ SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS --------------------Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Quantity ---------------------------------Wall conduction 6~6.0 sqft Window Conduction 366.0 sqft Door Conduction o.o sqft Roof Conduction 1366.0 sqft Skylight Conduction o.o sqft Floor Conduction o.o sqft Slab Conduction 1366.0 sqft Interior Conduction o.o sqft Infiltration o.o AC/hr Solar Gain 366.0 sqft Lighting 1.6 w/sf Receptacle 1.0 w/sf Process o.o w/sf Occupants 9.6 occs Ventilation 21.5 cfm/ SPACE LOADS Rms 101,112,108,109 COOLING HEATING SENSIBLE LATENT ---------------------- Jan 12am Aug 5pm 70 F DB 78 F DB 50 % RH 38 F DB 81 F DB 65 F WB Btu/hr Btu/hr Btu/hr --------------------- 9010 3938 13937 780 0 0 2061 19 0 0 0 0 4274 0 300 105 0 0 0 17823 0 5313 0 2331 0 0 0 1194 955 7086 664 -693 ---------------------36669 31868 262 Heating AirFlow: Cooling AirFlow: 36669 Btu/br / [1.08 x 35 F Delta~)]= 972 cfm 31868 Btu/hr/ [1.08 x 23 F Delt~T)] = 1285 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: Ecolab Documentation: Haynal and Company page 18 of 20 Date: 3/24/1993 COMPLY 24 User 2875 -----------------------------------.-------. ------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: Heating system Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE -----------------------PEAK Rms l00,103-106,110,111 (Jan 12am) Room 107 (Jan 12am) Unconditioned (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 12067 10109 0 22176 2218 24394 19838 Interior Carrier 50NQ024 1 Day Fans STD COINCIDENT 50 % COOLING PEAK SENSIBLE LATENT (Aug (Aug (Aug 5pm) 5pm) 5pm) 8900 6569 0 15469 1547 0 17016 18462 470 1430 0 1900 1900 7046 NOTE: The TOTAL SYSTEM LOAD shown re~resents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- atu~e as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufac~urer's output data. SPACE HEATING & COOLING LOAD SUMMARY page 19 of 20 -------. -------------------------------------------------------------------Project Name: Ecolab Documentation: Haynal and Company Date: 3/24/1993 COMPLY 24 User 2875 --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS --------------------Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Quantity ---------------------------------Wall conduction 621. 0 sqft Window Conduction 132.0 sqft Door Conduction 21.0 sqft Roof Conduction 528.0 sqft Skylight Conduction 0.0 sqft Floor Conduction o.o sqft Slab Conduction 528.0 sqft Interior Conduction o.o sqft Infiltration o.o AC/hr Solar Gain 132.0 sqft Lighting 1.6 w/sf Receptacle 1.0 w/sf Process o.o w/sf Occupants 3.7 occs Ventilation 21.5 cfm/ SPACE LOADS· Rms 100,103-106,110,111 COOLING HEATING SENSIBLE LATENT -----------·----------Jan 12am Aug 5pm 70 F DB 78 F DB 50 % RH 38 F DB 81 F DB 65 F WB Btu/hr Btu/hr Btu/hr --------------------- 826 298 5027 248 0 0 797 7 0 0 0 0 924 0 1755 614 0 0 0 3857 0 1795 0 901 0 0 0 923 738 2739 257 -268 -------____ 1 ___ ------- 12067 8900 470 Heating AirFlow: Cooling AirFlow: 12067 Btu/hr/ [1.08 x 35 F DeltaT)] = 8900 Btu/hr/ [1.08 x 23 F DeltaT)] = 320 cfm 359 cfm SPACE HEATING & COOLING LOAD SUMMARY page 20 of 20 ---------------·-----------------------------------------------------------Project Name: Ecolab Documentation: Haynal and Company Date: 3/24/1993 COMPLY 24 User 2875 --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR Space Name: DESIGN CONDITIONS --------------------Peak Hour: Indoor Conditions: outdoor Conditions: LOAD COMPONENT ---------------------Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Ventilation Heating AirFlow: Cooling AirFlow: LOADS FOR SPA.CE Rc,om 107 COOLING HEATING SENSIBLE LATENT ---------------------Jan 12am Aug 3pm 70 F DB 78 F DB 50 % RH 38 F DB 83 F DB 67 F WB Quantity Btu/hr Btu/hr Btu/hr --------------------------------- 252.0 sqft 0 0 0.0 sqft 0 0 o.o sqft 0 0 92-0. 0 sqft 1388 50 0.0 sqft 0 0 o.o sqft 0 0 920.0 sqft 886 0 0.0 sqft 741 259 o.o AC/hr 0 ' 0 I 0.0 sqft 0 0 1.6 w/sf 0 1546 1.0 w/sf 0 669 o.o w/sf 0 0 13.7 occs 0 3358 2124 15.0 cfm/ 7094 1108 262 --------------------- SPACE LOADS 10109 6991 2387 10109 Btu/hr/ [1.08 x 35 F DeltaT)] = 6991 Btu/hr/ [1.08 x 23 F DeltaT)] = 268 cfm 282 cfm J?age No. 1 DIRECTORY OF CERTIFIED CENTRAL HEAT PUMPS Updated 4/1/92 · Single Package Air Srce (HPl) ============================ ·====== -============ Haynal & Co •. =· ===========· ======= ·== ·=== .. ~-·. ·============== Equipment Finder v2;1 User# EF0427 . ---------' -------. ----------------------... -. ------ Selection Criteria.: 5 o·f 1185 Marked . 03/24/9·3 Cooling Heating ·Brand Capacity Capacity ' ~dd Compressor Model (Btuh) EER S;EER HSPF @ 47F ACOP Tfp Date ----·----------------------------------------------- . ~--~··-···· .. -·-·~ .... 23800 8.6 10.00 6.7 24200 3.0 32 9201 ~~.. -,_ 5QNQ024310 ~ 48000 6.6 ER · .· 8.5 9.00 51000 2.8 32 9002 . ~-50NQ0483q:_ ......... 10.00 CA· ~ER-,----·-:" -.. . · 29400 9.1 6. 7· 29400 3.0 32 9201 50NQ030320 I, 'CARRIER 24000 8 .. 5 . 9. 40-6.6 24600 2.8 32 9001 50NQ02430 CARRIER 28600 8.2 9.20 6.6 29000 2.8 32 9001 50NQ03030 CRIVELLO CORP +·H WARE & MALCOMB "11002/003 .,JW-1 l t.J~ t tnl...,_ _i.1, ~-' .L-t• C...J ~SAN DIEGO REGIONAL C HAZARDOUS MATERIALS QUESTIONNAIRE Management Division Bu,inees Name Contaot Persot\ Zip '1. Eicp!qslve or B!tistlna ~gents 4. Flammable Solids 7, Pvrophorlce ~-Cqmpretstd Gases S. Orgulic Peroxides 3 .• F1eimm111bl111 or C::ombuctlble Uaulde e. Oxldi;zef• 8. Uru1table Reactiv111 9. Water Re•ctivos FEES MA y ee f\EQUIRED Plen File# Pl~n File# If any of the items ars 'j 13. Corrosives i 4. Other Health Ht1%11rd11 OFFICE USE ONLY D RMl'P ex,mipt i----·l--. Cato .·o RMPP fnitie!s Required Cate Initials L ~~o $ yo1,1c bueine11s listed on the revetsa side of this tor/n7 2, c:J II your bueir1ets ditpoH of Hazardous Substal\Oes or Medleaf Waste In any amount7 3. c::J Will your bu11inen ator_, r;ir handle H~zardous Substen~H fn ~ua~lltie1 equal ~o or oraat11r than 55 gallone, · ~00 pound&, 200 cubic feat or c•rc1nogont/roc,roduc1,-.o toxins u, any quantity? . 0 RMFP Comp!etid ,4. C::] ill your bu,ineu use an txiating or Install 111'1 undorgrourad stoto;e tank? $. D Will your bual11e1t ,tor, or t,el'\dle Ai;1,1taly Hazardous Materials? Date loidals I the aMwtrto any of·tht queston1 is y ... applicont must contact the Air Pollution Co11tro! District, 9150 Chesapeake Crlve, Sen Cliago, CA 92123. elephont ($19) 694-3307 prior to th• i&111ance of • build!ng ptrmh. . ; YES NO/ ' I • 1. CJ ~Will the intended oocupant install or use anv of the e<1uipmem iistod on the Wsting of Air Pollution Control Dietrlct 1 Perynlt Categories, on the · ,nvoreo •id• of thia forml 2.1=:J C2] ~ANSWER ONLY IF 0.UUTION 1 IS YES.) WIii th• riubjtot feclllty be locat111d within 1,0QO feet of the outer bounchiry of a achoo! (K through ~ 2) a, listed In th• o,m•nt Olr•ctory of School tnd Community College Olstrlett, published by the Sen Diego Cou~tv Offieo of education end the current Cellfornle Priv•t• $ol\qol Directory, compiled In accordance with provision, of Education Codo S1ctlo 33 ~07 t,J,ime of Owner or Autherlud Agent: - ~w l/t'b -:;r_r' c , Signature of Owner or uthorized Agent: I deolere und• 1nd corr•ct. po not write below enalty of perjury th~t to the but of my knowledge end belief tho res~onsos medo herein are u~e '.Ir Jee. Date: l t./_/L' I'? J I tu,e DEPARTMENT OCC.UPANCV CLASSIFICATION: ______________ ~---,1----------1---------eY: ____________________________________ _ I IXEMP'I' MOM ,-91M1T At<lOIACMtHT$ ~ROVED FOi\ &rJIL01NO P[R~IT eun-,or OCCUPANCY Al'PROV!tl D OCCUf'AHCY I COUNTY•HMMO APCO COUNTY-HMMO APCO COUNTY•MMMD I APCD ,, j ' i l .En~~~OIIW Hwlb ~""~ . 1 . c=J,,~~~~-~~. • DJ.I::; t!i).i(•PJ 7.tJ6/.92) ........ ,. __ ,_ ,_.,,,,.,. .... ,, . ...,,. •• ,..,.1 ,., .. ,... ,,._11 lf•vWY, ""'°~'!'t:-C'1t•~ l'\f;"i1t~'!','!"'•(~,•·("'l"l•i~l;-t'!:~•'I t\}t'i,l!(f,'"·'~•'"lt.'•·:c,,,.,':"='1'~f{• ,~,tt~~,i.,,. .. ri"7'rt ,l\:'T";~1 ''l,,,wYitt'!'' H•IW"": 'l"">'"•'!~'.,>'~l".''i "'•'~!';l~,,1,-~~,.,,.,.,., ~':"t,it,1'f<~'(~,':"Yt, , , , , • , :: •' . , CB No: q "3>-7.-f C iNDUSTRIAL WASTE DISCHARGE PERMIT APPLICATION .•. SE No. __ . ~---:------ . .-APPL, NO.>. I D £g I . ·1Ntl CLASS · 31 . BUSINESS NAME ~b,-• SITE ADDRESS ~'2'C> §u~Et?f=P .. ?-,,P #-}/ J ~ONTACT PERSON (at business)_,~ __ ......... , TJ:::t ____ , __ Lt} __ o ___ · ..... I :H:±..___ ___________________ _ PHONE NUMBER ,af-/[60 Type of Business (check all tha~ apply) D Agricultural _OAssembly D Automotive D Government D Laboratory D Laundry D Manufacturing D Medicar D Photo Lab D Retail D Service Station . Dwarehouse D Other D Chemical Handling D Electron'ics · DFood D Metal Work ~ce · ------- DESCRIBE WASTE OTHER THAN DOMESTIC (Chemicals, Particulates, _etc.) J10 M~ , DESCRIBE BUSINESS ACTIVITY: ___ of6 ....................... ~------------------- GENERAL DESCRIPTION OF ONSITE WASTEWATER PR(?CESSING: (chemical & physical characteristics)_ "h f)Y> e • Is busin~·ss presently in operation at site? D YES ~O Has Wastewater Discharge Permit been applied for through the Ef:1cina Water Authority? D YES ~O Applicani's Name ?0sJ · ~f:A?1 Title~ , ;t!Jc,nf,(__1 ""'L. Phone 6fC,, ·. /) 2 I Please Print Agency:_,, _________________ _ Signature: ____________ _ Date _________ _ bate 3·31~ 9..3 bd EXEMPT CT NOT EXEMPT Date forwarded to Encina ------------- P:_\DOCS\NISF<IINS\FIIN00045 REY. 2/10/92 City of Carlsbad M-3 ,t. • • 04§ I•• t-I •1A ·Eii •; ,t§ 0 i INDUSTRIAL WASTE PERMIT APPLICATION Section 13.16 of the Carlsbad Municipal Code-requires all persons discharging industrial waste into the sewer system to apply for an Industrial Waste PeJ;Illit. All process wastewater must meet the industrial waste discharge standards-as set forth in the Pretreatment Ordinance adopteq. by the Encina Wastewater Authority April 25th, 1990. The application must be completed and returned to the Engineering . Department pri_or to building permit issuance. An incomplete application may delay approval. of your building plans. The completed application will be reviewed and forwarded to. the Encina Wastewater Authority and, if necessary to the San Diego County Department of.Public Works for further evaluation. At this time a determination will be made as to whether further investigation will be required. If pretreatment is required, a Wastewater Discharge Permit application will be issued by either staff at Encina or the Engineering Department planchecker. Please call the City of Carlsbad at 438-1161, extension 4324, or the Encina Wastewater Authority at 438-3941, extension 3713 if you need further information about . this permit. Copies of the Sewer Ordinance and the Pretreatment Ordinance are available upon request .. Questions regarding fees for the Wastewater Discharge Permit should be directed to the Carlsbad Water District at 438-2722. · There is no fee for the initial Industrial Waste Permit application required at this time. Please return the completed application to the City of Carlsbad, Engineering Department. 2075 Las Palmas Dr. • Ca_rlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 Building Planning lu.!t1_="'i Engmeermg ''le:£.-=---, Fire Coastal Health Assoc l _j