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Home My WebLink About2236 RUTHERFORD RD; 103; CB960796; PermitBU IL DING PERMIT .. Permit· No: CB960796 .. 07/17/96 16.:01 Page· 1. of 1 Job Addre:ss: 22.36 RUTHERFORD RD Permit Type: INDUSTRIAL TENANT IMPROVEMENT Suite: _Project No: A.9601105 ' 1 Development No : . ·-I 119· I Parcel No; 212-061~26-00 Lot#: 8596 07/1.7/% ·00~1 i\~ ·1 .,_ V.~ -02 Valuation: 197,210 . ·construction T~~'1'ttff VN .210AOuoO Status: ISSUE'~ . _Occupancy Groupr B/F-1 Reference#~ 'Description: 7585 SF l'I,-SUDIOS ,ELE-C,RESTRMS Applie'd: 05/02/96 Apr/Issu,e: ·07/17/96 Entered By : · RMA : 619,-452.--:3188 . ~ SHOWER,6 A/C UNITS-ROOF,STUDIO ARTS App1/Ownr KLOHA,LARRY 5355 MIRA SORRENTO PL SAN D!EGO CA 92121 ,,.-,-,-..,.~,..--.......__,...,...., . .,·_ x** Fees Required *** ,.,,,.-/ H*/--.;) !'iFe~G~lected & Credits· ·*** -/ ~ rf '., ~ · ~----.--Fees:------21, 704~~\? -\'.St,;11 c5y-, -'." ~---------------------- Adjustments: // . oo() 1 _,. To'{\afil¼·rdf ~: ._. . . 00 . . Total Fees : 21/7 O,~ . O o<::::.J/~-Tote,1.~~~~~~ · 6 2 4. 0 0 . . . I ;·i \"-/ P;~1 f'Ealct ~; ~: \ . 21, OBO. 00 __ .Fee_ des~ription _J is;;;'/'-___ _:~~~its _ ~~~ · _. _:xt _fee __ Da:a Building Permit ( C::::::::, / ' ... ------..... .?' (/' . 983. oo ;!:~n~h~~~ion Fee I ~l { ·--.. . ... ...-~,;.! t§) · 6!i:gg Enter Number of EDU· z -W;3-t.er ~~ r;: ~ . 6480. 00 Enter "Y" to Auioc\:tlc Li•;,~'s-~fai~i > \_{t . · 3589. 00 Y . . (Lie 'T'\:x) C.F.~),_' ~":' p· j . I 3313.00 · ( 'l'JS.F ~a'} ~ · / 20:16. 00 ; _ \( 1'IF CF~ F&1d) . .-_ , . -18.60. 00 Enter Bridge Fee \ {(~ ~ INC0~~~~15'08. ir6 <'~-:::-:, / 250-8. 00 * BUILDING TOTAL \ 1,.:::, /~f ~.__Jl__..--7~---,v.\5·/ 21429. 0-0- : Enter "Y" for Plumbing~s$ttlf/?~e ) r r-\\J 20.00·Y .. Ea9h Plumbing Fixture or"---'t_rai;{~ ij /i:2 ro\'\~\\ / 7. 00 42. 00 '. "Each Install/Repair Water hl~E' U7 ~) .)') ~.., · 7. 00 '7. 00 Each ~a~er Heater and/or Vent~.:.__~-·~__.....-....-/1 7. 00 7. 00 .Gas Piping System > · · 1 7.00 7.00 *··PLUMBING TOTAL :$3. 00 Enter "Y" for Electric Issue Fee > 1~.00 Y .. Remodel/Alter Per AMP > 400 . 25 100. oo * ELE9TRICAL TOTAL 110.QO Enter 'Y 1 for Mechanical Issue Fee> ·15,00 Y Install Furn/Ducts/Heat Pumps . > 6 9. oo_· 54. 00 Eaci Exhaust Fan · · > · 2 6.50 13.00 * MECHANICAL TOTAL 82.00 · l . . . FJNM. APPROVAL I _ _. . INSP.· ~ .DATE JJ/;3lrt. . . · /CLEARANCE - CITY OF CARLSBA~-:-;:~::-:;;:-' -----;.._~~...,.J 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1.161 I (!l,D:, 0 0 0 0 I'/ PLAN CHECK NO. q b 0 PERMIT APPUCA'ITON City of Carlsbad Building Department FSf. VAL 7. d>:f Q 2075 Las Palmas Dr •• carlsbad, CA 92009 (619) 438-1161 1. PERMIT 'l'YPE J: :r:::c.. Pl.AN CK DEPOSIT , G xq- vAIID. BY ___ """" ______ __:. __ ~ ....... ~ From li~t 1 (see back) .give code of Permit-Type: ---~=-·----1_._J::::.__ ________ _ DATE ________________ _ For. Residential Projects Only: From list 2 (see back) give Code of Structure-Type:-------------------- Net Loss/Gain of Dwelling Units __________________ _ 734.9 05/02/96 0001 01 02 2. PRQJECT INFORMATION FOR OFFid;-rrsifbNLY 624~00 Address ~;2. 3&, (Zurn~~~ ~,.o • Bu1ldmg or suite No. l \ 7 / I \9 Nearest Cross Street VLT / 111. &()(A- a 2 Soils Repo_rt D 1 Addressed Envelope DESCRIPTION OF W~ 0 FFtc£ / f',12.o~\aN ~ANT I MW:,r2-oveteJt-_. r 111 .,,:h-; -, L::"e, c~-P._1Jof M-PUA,TC.[) G '!J]-L -rs; 1!:lAf ff'AP ltt...J' r I I'IIPw't,K+-J-T v. SQ. Fr. :;;;, o;., # OF STO ES "'-#, OF BEDROOMS # OF BATHROOMS 3_. WN IACI PERSON (If different from applicant) NAME (last.name first) ADDRESS CITY · STATE ZIP CODE DAY TELEPHONE s. ~~;zt~:::rst) E~S~ ~"N M~M,~~wr ADDRESS '314-2.. v,s,~ WA'-( -=#-2.o'2... P CODE 't2b$'"~ 0AY TELEPHONE ({p {'1 121 '~ 7 l::,4- CITY "Ef\:J,1-fo~ .L STATE e,:s;-- /1 ,4,,.n (1t€Pf€,l( / ,t: C'J{. ADDRESS ZIPCODE ~ C/U7'f LICENSE. CIASS DAY TELEPHONE ( G:z.t:9) ~~ 714 -'ft/'Z-LF!><e, ( -::Xltf-C STATE LIC. # 1 CITY BUSINESS LIC. # ast name 1rst '5AMe:. CITY STATE ZIP CODE DAY TELEPHONE STATE IJC. # 1. WORKERS' CDMPENSA'nbN D 0 0 Workers' Compensaoon Declaration: I hereby affirm that I have a ceruhcate of consent to selhmsure issued by the Director of lndustnal Relations, or a certifica ofWor 'Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of surer eof filed with the Building Inspection Department (Section 3800, Lab. C). EXPIRATION DATE /-I -f w r-U1 er c ara on: ere y a 1rm am .exempt rom e o owmg reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intend'ed' or offered for sale. If, however, the building Oli improvement is sold within one year of completion, the owner-builder will.have the burden of proving that he did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed-contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). I 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 ciny 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 ofSection 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). SIGNATIJRE DATE COMPLETE 11-its SECTION FOR NON-RESIDEN11AL BOlt.blNG 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 2~5, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? .a YES ~NO Is the applicant or future building oc~ant required to obtain a permit from the air pollution control district or air quality management district? DYES ~NO Is the facility to be constructed within.J.?90 feet of the outer boundary of a school site? a YES ~o IF ANY OF.TIIE ANSWERS ARE YFS, A FINAL CERTIFICATE OF CXX:lJPANCY MAY NOT BE~ AFTER JULY I, 1989 UNLFSS TIIE APPUCANT ~ MET OR IS MEETING TIIE REQUIREMENTS OF 1llE OFFICE OF EMERGENCY SERVICES AND 1llE Aill POU.UTION OON1ROL DISllUCT. 9. OONSIROCIIDN LENDING AGENCY . I hereby afhrm that there JS a construction (endmg agency for the performance of the·work for which this permit 1s issued (Sec 3097(1) ClVII Code). LENDER'S NAME LENDER'S ADDRESS lo. APPllCAN1' CHkuFlc.XliON · I certJfy that I have read the apphcaoon and state that the above mformatlon 1~ correct. I agree to comply with all City ordmancei; and State laws relating to building construction. I hereby authorize representatives of the qty.of Carlsbad.to enter upon the above mentioned property for inspection purposes. I AISO AGREE 10 SAVE INDEMNIFY AND KEEP HARMLFSS TIIE Cl1YOF CARISBAD AGAINST All. ~ILITIF.S, JUDGMENTS, OOSTS AND EXPENSES WIIlCH MAY IN ANY WAY Acx::RUE AGAINST SAID CITY IN OONSEQUENCE OF TIIE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permi.t 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 aba oned at any time a ter the work "is commenced for a period of 180 days (Section 303(d) Uniform Buildi,q1). APPLICANTS SIGNATURE _ . DATE: ~ ~ ile YE.ll.OW: Applicant PINK: Finance , t), _ ioot"-7 l..))-1t-u ' ', ' -07/17/96 16:02 Page , 1 of 1 S E W E R P E 8 M I T Job .. Address: .2236 RUTHERFORD RD Permit Type: SEWER -OFFICE/WAREHOUSE Parcel .No: 212-061-26-00 ,·Permit N-o: SE960052 Bldg: PlanCk#~ CB960'196 Suite: 119 ~ 8596 07/17/96,~00i Qi De$cription: 7585 SF TI,CREATE STUDIOS,ELEC· , : RESTROOMS, SHOWER, 6 A.C UNITS/ROOF -Pe.rmi tee : KLOHA, LARRY 5355 MIRA SORRENTO PL SAN DIEGO CA 92121 619-4s2-31irn ... 02 stih-fli1wr rss~R., ,~ Applied: ~5/f6Y7950 Apr/Issue: 07/17/96 Expired: Prepared ::Sy:·. MAM f INAL APPROVAL lNSP; . DATE ___ , CLEARANCE------ . ' CITY OF 'CARL$BAD . 2075 Las Palmas-Dr., Carlsbad, CA 92009 (619) 438-1161 ,., CITY OF CARL_SBAD INSPECTION REQUEST PERMIT# CB960796 FOR 11/13/96 INSPECTOR AREA TP PLANCK# CB960796 OCC GRP B/F-1 CONSTR. TYPE VN DESCRIPTION: 7585 SF TI,SUDIOS,ELEC,RESTRMS SHOWER,6 A/C UNITS-ROOF,STUDIO ARTS TYPE: ITI JOB ADDRESS: 2236 RUTHERFORD RD APPLICANT: KLOHA,LARRY CONTRACTOR: OWNER: REMARKS: MW/KEVIN/492-1881 SPECIAL INSTRUCT: STE: 119 LOT: PHONE: 619-452;:;_-3188 PHONE: PHONE: INSPECTOR _...,,, '--'--'---------------------- TOTAL TIME: -~RELATED PERMITS--PERMIT# SE960052 AS960053 FAD96028 CB961909 TYPE swow ASC FADD SIGN STATUS ISSUED ISSUED· ISSUED ISSUEP CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final .Mechanical ACT COMMENTS 1)/J -----'------------t-~-------- ------------------------------------· --------------------------- -----------------------------------· ---------------------· ---_.___ _________________ _ ***** INSPECTION H!STORY ***** D~TE 110796 100796 100396, 091996 091396 091296 091296 091296 091296 091196 091196 091096 0910-96 091096 091096 090996 090996 090996 09049,6 090396 090396 0903·96 083096 DESCRIPTION Final Combo Final Combo Final Combo Final Combo Final Combo Fraine/Steel/Bolting/Welding Rough/Ducts/Dampers Rough Electric T-24 H-Cap Consultation Rough Electric T-24 a-cap consultation Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding ACT INSP NS TP CO TP CO TP CO PY CO TP AP TP CO TP AP TP PI TP NR TP PI TP AP· TP AP TP AP TP AP TP CO TP CO TP CO TP NR Ti? NR TP NR TP NR TP CO TP COMMENTS SEE NOTICE PLANS/JOB CARD JOB NOT COMP F.C. & TAPE CORR-TOP EQPT@ ROOF MAIN & SUB PNLS PI NOT COMP T-BAR GRID T-BAR GRID CEIL LITES CEIL UNITS,DUCTS NLNG B.N. GRID LITE SUPPORT,HVAC DISC SEISMIC GRL & SECONDARY COND REV -PLNS NOT ON SITE REV PLANS NOT COMPLETE REV PLANS NOT COMPLETE REV PLANS NOT COMPLETE SEE ATTCH CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB960796 FOR 11/13/96 DESCRIPTION: 7585 SF TI,SUDIOS,ELEC,RESTRMS SHOWER,6 A/C UNITS-ROOF,STUDIO ARTS TYPE: ITI JOB ADORES$: 2236 RUTHERFORD RD INSPECTOR AREA TP PLANCK# CB960796 OCC GRP B/F-1 CONSTR. TYPE VN STE: 119 LOT: ***** INSPECTION HISTORY***** DATE 082796 082396 08,2396 082396 0823~6 082396 082396 082296 082196 082096 082096 081996 081696 081596 080896 080896 080896 080596 072396 072296 071996 DESCRIPTION Const. Service/Agricultural Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Insulation Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough/Topout Frame/Steel/Bolting/Welding Rough/Topout Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor ACT INSP Pt TP AP TP AP TP AP TP AP TP AP TP AP TP CA TP CA TP AP TP PI TP CO TP NR TP AP TP AP TP AP TP AP TP CO TP AP TP CO TP AP TP COMMENTS LOCATION FOR NEW PNL CK 1 HR TUNNEL HIGH WALLS CEIL.CNTR RM,RESTRM,& OFFICES CEIL.CNTR RM,RESTRM,& OFFICES CEIL.CNTR RM,RESTRM,& OFFICES WALLS@ MAI~ STRWELL HIGH W~LLS@ W.H. HIGH WALL REV & TUNNEL FAILED WATER TEST NOT COMPLETE LOW WALLS 1 & 2 FLR 1ST & 2ND FLR LOW WALLS ND REV WALL TO TRUSS DETAIL FTN DTL 1/A6 * SLAB PREP NOT READY WATER TEST, ND U/B A/B · FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING ~ PLANNING U/M WATER PLAN CHECK#: CB960796 PERMIT#: CB960796 PROJECT NA1{E: 7585 SF TI,SUDIOS,ELEC,RESTRMS SHOWER,6 A/C UNITS-ROOF,STUOIO ARTS ADDRESS: ffi.26-RUTHERFORD .RIL S1[IX...i{#=~ll9~J CONTACT PERSON/PHONE#: MW/KEVIN SEWER DIST: CA WATER DIST: CA INSPECTED ~ BY: · Q-.~'u~ DATE / INS·PECTED: ? t?(>l APPROVED INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DATE: 09/13/96 PERMIT TYPE: ITI ij~~[E~~~~ ~ SEP 1 7 1996 ~ By DISAPPROVED DISAPPROVED SEP-12-1996 11:31 NEW WESJ ELECTRIC 45a CALLE MIGUEL • .I ~i ~l W2. September 12, 1996 BUILDING DEPARTMENT Mr. Tim Phillips CITY OF CARLS:BAD 2075 Los Pabnas Drive Carlsbad, California 92009 .l;LEOTRIC (714)492-192-4 FAX .492-7447 RE: S.TJ1IUQ ARTS h236 Rutherf"or~-RQlid, #:!17:~112] Carlsbad, CA 714 492 7447 SAN CLEMENTE, CA 92672 Sent via fax 619-43 8-0894 Phone 619-438-3550 REQUEST FOR METER INSTALLATION Dear Mr. Phillips Please accept this letter as notification that we are complete with the main electrical service the feeder wires and the panel termination's. If at all possible we would like to have the meter installed on 'Friday 9-13-96. This meter is for testing purposes only. If you have any questions with regard to this letter, please contact me at your earliest convenience. Sincerely, NEW WEST ELECTRIC --Paul Haveruk P.01 TOTAL P.01 SEP-05-96 04:38 PM 4363725.2M87A86P Sept(!mbcr 5, 199~ Mr. 'f'im Phillip, C;ty Of C1rl1bad 2075 Lat Palmas Drive Carlsbad, CA ~2009 oMcPARLANE <;<ASSQCjATES Re; Studio Arts Multlmtdia As· Duflt$ . t'zz 7/ :Z'vr.Ql':.i,d!.iJJJ Our FIie #1614 tf-.1, :>Jl!..&4-4!7~-_ Ota, Tim, 714 492 3102 I'm writing in regards to 1he HVAC As-Built drawings 9~norated by the meehanipa! eonttac10r. I hsve been infom,ect that the owner and mechanical <:oritractor have agreefJ to vah.1e engtnottin~ modifications. These changes affec::t the thermal.zoning and noise criteria for the main studio, but do not .ippe;r to violato any port:Jlnmenr codes or Life Safety issues. If you have any other question, regarding the I IVAC As .. Builts, please don't hesitate to c-11. Thank you, · ~#fr.A.___, Paul F. McParlane, P.E. McF'arlant & Assoelates, Inc. PFM: smt f.lll\~llf'lltl'\'411o.,,/l,r,, It 111-, M ,. : P ,'\ i ~ 1 P' A~~ ~-'11 d' A It L II "'I I 1' t .i n ~ J r.; 11 ~. , I. ,'.I 1· r.: [ ( 96*4, !,,11~1111 !,!·II;, r,,h,,:, ~11i•• ~,.~ ~~n O,ti;u. C,.l,flJl'l'lw ,;2in f'h 1.t.1· ;1~,,.,r,i-~,.;,: :~19) t~ ,,!l:·t>C•DAT..-. ;til9• J1;t.~lf.& P.02 DATE: 7/8/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-796 EsGil Corporation Professiona{ Pfan ~view 'Engineers SET: III Supp. PROJECT ADDRESS: 2236 Rutherford Road PROJECT NAME: Studio Arts Multimedia Suite 117-119 Cl APPLICANT ~ CIFIRE CJ PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. • The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are b~ing held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been faxed to: Larry Kloha; Smith Consulting Architects Fax#: 452-3907 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: • REMARKS: City to review: . 21. City to field verify the existing parapets will screen the new roof equipment. The designer inked additional information on sheet A6 and on M2. By: Pete Fischer Esgil Corporation 0 GA 0 CM O GP O PC · Enclosures: log 7/8/96 trnsmtl.dot DATE: 7/2/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-796 EsGil Corporation Professiona{ Plan ~view 'Engineers SET: III PROJECT ADDRESS: 2236 Rutherford Road PROJECT NAME: Studio Arts Multimedia Suite 117-119 D APPLICANT ~ DFIRE D PLAN REVIEWER D FILE _· D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the _enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been faxed to: Larry Kloha, Smith Consulting Architects Fax#: 452-3907 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: ' Date contacted: (by: ) Telephone #: D REMARKS: By: Pete Fischer Enclosures: Esgil Corporation igJ GA igi CM D GP D PC 6/28/96 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 96-796 7/2/96 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2236 ;Rutherford Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 6/28/96 REVIEWED BY: Pete Fischer FOREWORD (PLEASE READ): PLAN CHECK NO.: 96.;796 SET: III DATE RECHECK COMPLETED: 7/2/96 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced_ by the Building Department. You may have other corrections based on laws and ordinances enforced qy the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans Will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corporation or the jurisdiction's building department. B. -To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any ·questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. -Have changes been made not. resulting from this list? DYes DNo Carlsbad 96-796 7/2/96 18. Indicate that the new roof mechanical equipment platforms will only load the existing trusses at the truss panel points. 21. City to field verify the existing parapets will screen the new roof equipment. The designer inked additional information in detail 3/A6 and on M2. If you have any questions regarding these items, please cont~ct Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. + ELECTRICAL PLAN REVIEW + PLAN REVIEWER: Eric Jensen 1. Note on page E-5 that service bus taps will be certified by an independent testing laboratory (NRTL). An alternate to this requirement would be to provide the manufacturer's installation instructions for that particular switchgear and have the gear available (de-energized) for compliance inspection. 2. Show location of "Service Disconnecting Means" identification: Service Disconnect 1 of 4, Service Disconnect 2 of 4, Service Disconnect 3 of 4, Service Disconnect 4 of 4. Placards will be required if any disconnect is located remote from other disconnects. Note: If you have any questions regarding this electrical plan review list please contact Eric Jensen at (619) 560-1468. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek • ENERGY CONSERVATION 47. On the plans show the wattages of the light fixtures as per the energy design, L TG-2 form. Also the signed L TG-1 form must be imprinted on the plans 50. Clearly show the daylit ~reas on the plans and correct the lighting controls to provide the required daylit area lighting controls, for lighting in daylit areas. Title 24, Part 6, Section 131 ( c). Correct th.e lighting controls for room numbers 103 and 201. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Co_rporatlon Profession(f{ PCan !F.f_view 'Engineers DATE: 6/21/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-796 D~~NT Ca JUR§ D FIRE SET: II PROJECT ADDRESS: 2236 Rutherford Road PROJECT NAME: Studio Arts Multimedia Suite 117-119 a. PLAN REVIEWER a FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies .identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been faxed to: Larry Kloha,-Smith Consulting Architects Fax#:_ 452-3_9Q7 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant thc;lt the plan check has been completed. Person contacted: Date contactt;!d: &jJ{ii, (by:fi,r) ~ Telephone #: D RE:MARKS: By: Pete Fischer Enclosures: _ Esgil Corporation [2] GA [2] CM D GP D PC 6/13/96 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ·. ·· ... · .. Carlsbad 96-796 6/21/96 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2236 Rutherford Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 6/13/96 REVIEWED BY: Pete Fischer FOREWORD (PLEASE READ): PLAN_ CHECK NO.: 96-796 SET: II DATE RECHECK COMPLETED: 6/21/96 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. Thi.s plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corporation or the jurisdiction's building department. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the .revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo Carlsbad 96-796 6/21/96 9. Recheck all first floor exiting. a. The left exit for the second floor may only exit through one adjoining room at the first floor per 1003.5.. Show lobby 101 is constructed as required for a 1 hour corridor, including the d·oors, fire/smoke dampers, 1 hour walls, 1 hour ceilings, etc. b. Two exits are required for the first floor occupants. Recheck the exiting through adjoining rooms and exiting through storage per 1003.5. The first floor occupants must have access to two exits. c. Corridors must provioe continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Section 1005.1. . d. When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 1005.5. e. Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance or clearly show on plans which exception has been satisfied. 13, 14, 15 & 16. See the original comments for the first floor 1 hour corridors ( corridor 118 is "OK" as shown). 17. Combination smoke and fire dampers shall be installed at all ducted or unducted air openings at penetrations of fire resistive corridors. Secs. 713.1 O and 713.11. 18. Provide plans and calculations to show all new roo'f mounted equipment are adequately supported. 21. City to field verify the existing. parapets will screen the new roof equipment. 24. Revisions: Show 1 hour walls and ceiling below the new storage under stair 109. If you have any questions regarding these items, please contact Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. + ELECTRICAL PLAN REVIEW + PLAN REVIEWER: Etic Jensen This recheck is based on information submitted after the initial plan check. All items on the initial electrical plan check were satisfactory. However, several new items developed at the resubmittal. 1. Note on page E-5 that service bus taps will be certified by an independent testing laboratory (NRTL). An alternate to this requirement would be to provide the manufacturer's installation instructions for that particular switchgear and have · the gear available (de-energized) for compliance inspection. Carlsbad 96-796 6/2·1/96 2. $how location of "Service Disconnecting Means" identification: Service Disconnect 1 of 4, Service Disconnect 2 of 4, Service Disconnect 3 of 4, Service Disconnect 4 of 4. Placards wilf be reqLJired if any disconnect is located remote from other disconnects. Note: If you have any questions regarding this electrical plan review list please contact Eric Jensen at (619) 560-1468.' To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek • MECHANICAL (1'994 UNiFORM MECHANICAL CODE) 41. Show the location of the required access ladder to roof mounted HVAC equipment. UMC, Section 321.8 44. Detail overflow (secondary) condensate. discharge from air conditioning units that are in a ceiling space to readily ob$erved locations. UMC Section 310.1.1 45. The required fire rat~d corridors are not to be used to convey air to or from rooms. UMC Section 601.1.1 • ENERGY CONSERVATION 46. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 47. On the plans show the wattages of the light fixtures as per the energy design, LTG-2 form. 48. Provide ~utomatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). 49. Show bi-level lighting controls as per Title 24, Part 6, Section 131 (-b). 50. Clearly show the daylit areas on the plans and correct the lighting controls to provide the required daylit area lighting controls, for lighting in daylit areas. Title 24, Part 6, Section 131 (c). Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have be~n addressed on the plans. CJ1 I ~ 0 --' z 0 ---. :r. -. ": --~ - r L --- 15'-0" or nearest 60" high opaque partition .. ...,. J __ ..._ --. ---r""' = -. =-- ·..-:: - --:; =-:;;· ,_ :=:· --,.._ .... ::::· -2 -: -~ ·:: '--. -·~ -,.._ -- DATE: 5/14/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-796 EsGil Corporation Professiona{ Pfan !fteview '.Engineers SET:I PROJECT ADDRESS: 2236 Rutherford Road PROJECT NAME: Studio Arts Multimed,ia Suite 117-119 0 APPLICANT ~URi[) a FIRE 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held.at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Larry Kloha, Smith Consulting Architects 5355 Mira Sorrento Place, Suite 750, San Diego, CA 92121 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant-that the plan check has been completed. Person contacted: Date contacted: D REMARKS: By: Pete Fischer Esgil Corporation (by: ~ GA ~ CM D GP D PC ) . Telephone #: Enclosures: 5/6/96 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 96..-796 5/14/96 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 96-796 OCCUPANCY: B,Fl rYPE OF CONSTRUCTION: VN SPR ALLOWABLE FLOOR AREA: NO CHANGE JURISDICTION: Carlsbad USE: Office/Production Studio ACTUAL AREA: TI = 7585 STORIES: 2 HEIGHT: NO CHANGE SPRINKLERS?: YES REMARKS: OCCUPANT LOAD: UNDER REVIEW . DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 5/ 14/96 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/6/96 PLAN REVIEWER: Pete Fischer This plan review is limited to the technical. requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw.dot I Carlsbad 96-796 5/14/96 1. Please make all corrections on the original tracings and submit two new sets of prints, to: 2. 3. 4. 5. 6. 7. 8. 9. Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. OR The jurisdiction's building department. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 106.3.3. - 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. The new 1 hour walls reference detail. 3/A3 which is only partial height. Provide a 1 hour ceiling at the new 1 hour stair. Identify if any existing walls to be removed are bearing walls and/or shear walls. Provide structural calculations and details for all modified structural walls. Clarify the use and operations in the production room. Clarify the maximum number of occupants within the main production room. Will there be any hazardous materials within the production room? The width of the required level area on the side into which doors swing shall extend 18 inches past the strike edge for interior doors. Dimension the clearance at doors 102, 103, 106, 108 and 112. Section 2-3304, Title 24. ~echeck all first floor exiting. a) The left exit for the second floor may only exit through one adjoining room at the first floor per 1003.5. b) Two exits are required for the first floor occupants. Recheck the exiting through adjoining rooms and exiting through storage per 1003.5. c) Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Section 1005.1. d) When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 1005.5. e) Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance or clearly show on plans which exception has been satisfied. Carlsbad 96-796 5/14/96 10. Section 1005.7, Exceptions 5, 7 and 8 do not apply to common corridors where the corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.). 11. Exit doors should swing in the direction of exit travel when serving any hazardous area or when the area served has an occupant load of 50 or more. Section 1004.2. · 12. Recheck all exit sign locations to at the first floor per comment 9. Section 1013.1. 13. One-hour fire-rated corridors shall have interior door openings protected by tight- fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be.automatic closing by action of a smoke detector per Section 713.2. Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 1005.8.1. 14. Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed glazing listed and labeled for a fire-protection rating of at least 3/4-hour. Section 713.9. 15. Provide a complete architectural section of the all 1 hour corridors showing all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 1005.7. 16. If a room with an exhaust fan has a door opening into a rated corridor, show how makeup air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 1005.8.1. 17. Combination smoke and fire dampers shall be installed at all ducted or unducted air openings at penetrations of fire resistive corridors. Sections 713.1 O and 713.11. 18. Indicate the weight of all new roof mounted equipment, and provide plans and calculations to show they are adequately supported. 19. Key note 3 on sheet A4 indicates "new footing as required." Clarify where they are required, and justify the locations where they are not required. 20. Provide notes and/qr details to show that the floor 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. Section 807. Car1sbad 96-796 5/14/96 • CITY OF CARLSBAD SUPPLEMENT 21. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). Provide structural detailing for the screening. • MISCELLANEOUS 22. See the attached for all plumbing, mechanical, energy and electrical corrections. 23. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 24. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: · Yes D No D 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 review for your project. If you have any questions regarding these plan review items, please contact Pete Fischer at Esgil Corporation. Thank you. + ELECTRICAL PLAN REVIEW + PLAN REVIEWER: Chuck Mendenhall 25. Indicate main service load from existing and proposed new loads. 26. Specify the wiring method you intend to use for this project (i.e., EMT, Metal Flex, NMC etc.). 27. Show the location of panel "A". NEC 110-16,240-24,300-21. 28. Submit complete panel schedule(s). Indicating the panel mains and bussing sizes. 29. Provide GFI protected receptacle(s) on the roof. See note A on sheet E-2 of the plans. NEC 210-8(b)2 & 210-63 ·' I ·1 I ! Carlsbad 96-796 5/14/96 30. Provide multiple switch light controls so that the lighting can be reduced by one half in a uniform pattern. The switches must be located within sight of the lights which they control. CBC Title 24, Sec 131 a-b 31. Specify the exit signs as being self-luminous or having a second source of power ( battery or generator). This is required when two exits are required per the UBC. USC 1013.4 and NEC 700-16. 32. The 60 amp overcurrent protection for panel "A" & 100 amp for panel "B" are undersized for the connected loads shown in the panel schedules. 33. The #6 feeders shown on the single line are undersized for the connected loads in the panels. Upgrade panels ''A" &"B" to accommodate the loads proposed. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek • PLUMBING (1994 UNIFORM PLUMBING CODE) 34. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1 /3 of the tank and one strap at bottom 1 /3 of the tank. UPC, Section 510.0 35. Show the water heater in room opening into the repair garage is 18 inches above the floor. UPC Section 510.1 36. Detail required 30 x 30 inch access clearance to water heater in attic, and required drain pan under water heater. UPC Sections 511.0 & 510.7 37. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 608.5 38. Provide calculations to show compliance with UPC, Appendix C, (Minimum Plumbing Facilities) for facilities where the public congregates, as required by H & S Code, Section 3981. I .. Carlsbad 96-796 5/14/96 . 39. Showers and tub-shower combinations, control valves must be pressure balance or thermostatic mixing valves. UPC Section 410.7 40. Detail shower drain 48 inches minimum from threshold at entry into the shower stall for wheel chair access. UPC Section 410.3 • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 41. Detail ladder access to roof mounted HVAC equipment. UMC, Section 321.8 42. Provide req1:1ired outside air ducting for mechanical ventilation for the split system heat pumps. USC, Section 1202.2.1 43. Detail access and working clearances to HVAC equipment. 44. Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space to readily observed locations. UMC Section 310.1.1 45. Fire rated corridors are not to be used to convey air to or from rooms. UMC Section 601.1.1 • ENERGY CONSERVATION 46. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 47. On the plans show the wattages of the light fixtures as per the energy design. 48. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). 49. Show bi-level lighting controls as per Title 24, Part 6, Section 131(b). 50. Show the daylit areas and required daylit area lighting controls for lighting in daylit areas. Title 24, Part 6, Section 131(c). Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 96-796 5/14/96 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 96-796 PREPARED BY: Pete Fischer DATE: 5/14/96 BUILDING ADDRESS: 2236 Rutherford Road · BUILDING OCCUPANCY: B, Fl TYPE OF CONSTRUCTION: VN SPR BUILDING PORTION BUILDING AREA VALUATION VALUE . ·(ft. 2) MULTIPLIER ($) . Tl VALUE PER CITY APPLICATION 197,210 · Air Conditioning Fire Sprinklers 10TALVALUE 197,210 ~ 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 982.50 -~ 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 638.63 Type of Review: ~ Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 510.90 Comments: Fire Services Review: D Complete Review D Other: D Suppression System D FireAlarm Esgil Fire Services Review Fee: $ Comments: Sheet 1 of 1 macvalue.doc 5196 ·1 City of Carlsbad M #i h• 1 i 0441 i h· i •l4•kh;, ,t§ ,, I ID ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to-insure continued conformance with applicc1ble codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: ____________ Date: ___ _ By: __________ Date: ___ _ By: __________ Date: ___ _ ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right of Way Permit Application D Right of Way Permit Submittal Checklist arid Information Sheet D Sewer Fee Information Sheet .NA~~ City of Carlsbad ADDRESS: 2075 Las Palmas Dr., Carlsbad, CA 92009 PHONE: (619) 438-1161, Ext. 4'-3L.5" A-4 P:\DOCS\CHKLSn8P0001.FRM REY 04/30/96 2075 Las Palmas Dr.~ Carlsbad, CA 92009-1576 • (619.) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 st~ndv' 3rdv' 82( D D 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow b. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets ~D D 2. Show on site plan: A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes D D 'D 3. Include note: •surface water to be directed 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)." [Per 1985 UBC 2907(d)5]. D 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 minimum of 12 inches plus two percent• (per 1990 UBC 2907(d)5.). 4. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION P:\DCX:s\CHKI..Sl\BP0001.FFM Page 1 of 4 1stv 2ndV DD D BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 3rdV 5. Project does not comply with the following Engineering Conditions of approval for Project No. --------------------------------- Conditions were complied With by: ______ _ Date: ___ '------ DEDICATION REQUIREMENTS D D D 6. 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: ------'--------------- Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1 /2" x 11" plat map and submit with a title report. All easement documents must be approved and . signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by------------------ IMPROVEMENT REQUIREMENTS Date: ----- D D D 7~. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: ________________ _ -Please have a reg'istered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the ~ngineering Department. Improvement plans must be approved, appropriate securities 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 completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: __________________ _ Date: --- P:\DOCS\CHKLST\BP0001 .FAM Page 2 of 4 REV 04/30/96 1st./ 2nd,/ 3rd/ DD D BUILDING PLANCHECK CHECKLIST 7b. 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 must be signed, notarized . and approved by the City prior to is~uance of a Building Permit. Future public improvements required as follows: ________________ _ Improvement Plans signed by: ________ _...,. ____ _ Date: ____ _ D D D 7c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. ~D D Future Improvement Agreement completed by: ____________ _ -Date: -------- 7d. 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 M~nicipal Code. D D D· Sa. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). D D D Sb. Grading Permit requ.ired. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. · · Grading Inspector sign off by: ___________ Date: ____ _ 0 . Sc. No Grading Perrnit required. P:\OOCS\CHKLST\BP0001.FAM · Page 3 of4 REV 04/30/96 BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 1~dv' 0 srdv' fJf'~D 9. A RIG HT-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, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for----------------------- A separate Right-of-Way permit issued by the Engineering Department is required for the following: --------------------------------- 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. , 11. 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: ______ _ Date: ___ _ P:\DOCS\CHKLSnBPOOCl1 .FAM Page 4 of 4 REV 04/30/96 .. . ,, . ENGINEERING DEPARTMENT ENGINEERING. REVIEW SECTION FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. D Calculation based on building plancheck plan submittal. Addresso?~3&, 'c/ Bldg. Permit No. !'?.8 '7btJ7<fh ~In-. ~ Prepared by: /?7A Jr'.-. Date· _____ Date: ______ _ EDU CALCULATIONS: Li~t ty~ !n9,~q~~~ !ootagesjor ~.Yi~.,!.,./ it) 0 4 • ~ / ~,5'8S w~ 7SJ1s, . , J 51 , , el Types of Use:"tD~ «A Sq. Ft./Units:75 SJ21l'7;622«} EDU's: L_ ~ ,,.,> W,-,~ Cre ' . Total EDU's: d • 7 ADT CALCULATIONS: List types and square footag8o/~~Jr ~9!t:t>O , / .5 ~ Types of UsJ: ~~~ A./Un1ts:.2.S:'.'~ r{f1Dt1"A0rs: L. ,3J ) whs CrFef. Total ADT's / 1 4- 'FEES REQUIRED: PUBLIC FACILITIES FEE REQUIRED O YES O NO (See Building Department for amount) WITHIN CFO: DYES (no bridge & thoroughfare fee, D NO reduced Traffic Impact Fee) ~AK-IN-LIEU FEE PARK AREA:. __ _ FEE/UNIT: ___ _ -~FFIC IMPACT FEE AD Ts/UNITS: j 14: X FEE/ADT:3 4= ~RiDGE ANO THOROUGH~AR~E ADT's/UNITS: J J X FEE/ADT: -~ ~ ~ACIUTIES MANAGEMENT FEE ZONE:_r-__ _ X NO. UNITS: __ _ __ ~ SQ.FT.:___ X FEE/SQ.FT.: !l2r 5. SEWER FEE PERMIT N;s EC/6005 ~ EDU's: __ ~ • 7 X FEE/EDU: )8/)b BENEFIT AREA: F DRAINAGE BASIN:, 5.6 EDU's: d • J X FEE/EDU: ~7 '-J p~INAGE FEES PLDA.___ HIGH . !.~OW _______ _ ~ i.k-ACRES: . ~ SEWER LA TEAAL ($2,500 DEPOSIT) X FEE/AC: __ _,_ ~TERFEE EDU's: ~• -z . X FEE/EDu;2._40Q =$ -c9 =$ 3, 8 7 (p =$ ;?, 50?? =$ 4:)g7(o ., =$ ;J,373 -c9 =$ ____ _ =$ _ _.:t ..... :J=-----'- =$ 6_, 480 TOTAL OF ABOVE FEES*: s ~ O; // 3 *NOTE: Thia calculation sheet la NOT a complete llat of all fees which may be due. . Dedications and Improvements may also be required with Building Permits. P:\DOC$\MISFORMS\BP0002.FRM REV 01/04/95 ~ i \ iJ\ i OJ 1u .s ·<11 0 0 0 .j ' ~ >->->-.c .c .c .... CII (') 'II: 'II: 'II: .:.: .:.: .:.: CJ CJ CJ OJ OJ OJ .s:: .s:: .s:: (.) (.) (.) C C C <11 <11 <11 ~ a: D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST · Plan Check No. CB t/6-7~6 · · Address 2~'3",G f4ttu~#> Planner Van Lynch (Name} · . Phone (619) 438-1 1-61 ext. 4325 APN: ~z.__(z-06!--2-6. Type of Project and Use: ...... I ....... IV@<J: .............. r_ ..... T;;Z;; .......... · -~--------------- Zone: G-VV) Facilities Management Zone: ____ .fr ____ _ CFD(cinttni'iY # ____________ _ :~ (If property ,in,·complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department) Legend ~ Item Complete (g) Item Incomplete -Needs your action· Environmental Review Required: YES NO~ TYPE __ .....;1 __ \ _. .. ' DATE ·oF COMPLETION: ---,-----------.\ L \ I ¼• . 'f. \ \)' Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval .. ... . ... ... -• ~ l Discretionary Action Required:. YES _ NO ~ TYPE ___ _ APPROVAWRESO.NO. __ ......._ ____ DATE ____ _ PROJECT NO. ____ __ OTHER RELATED CASES: ----------------------------- Compliance with conditions or approval? If not, state conditions which require action. ·Conditions of Apprqva,I ____________________ _ I . t California Coastal Commission Permit Required: YES NOk DATE OF APPROVAL: __ ____,.. _______ ____.__ . San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA 92108 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which r~q~ire action. Conditions of Approval --'----,---------------------,---- lnclusionary Housing Fee required: YES _· __ NO _X, __ (Effective .date of lnclµsionary Housing ,Ordinance.~ May 21, 1993). ' ' . ' " \ ' .. ' Site Plan: l9"b D 1. 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, dimensioned setbacks and existing topographical 'lines. ri D 2. Provide legal description of property, and assessor's parcel number. Zoning: ~D D 1. Setbacks: ,J(~ Front: l ,i ,uU.!i Int. Side: V"'-o.l l Street Side: ,., Rear: ~ ~t ~:'.g~:~erage: ~ D D 4. Parking: Required _____ Shown _____ _ Required Shown _____ _ Required Shown _____ _ Required Shown _____ _ Required _____ Shown, _____ _ Required _____ Shown _____ _ Spaces Required ____ Shown _____ _ NO df/J1~(Jel Guest Spaces Required Shown _____ _ DOD Additional Comments1 ·------------------------ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER u,. ~ DATE r~f% 1. K:\ADMIN\COUNTER\PLANCK.FRM 1-17-96 City of Carlsbad_ 96101 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check 1 Date of Report: Friday, May 24, 1996 Contact Larry Kloha Name Address City, State 5355 Mira Sorrento Pl Ste 750 San Diego CA 92121 Bldg. Dept. No. _96~_ -_7_9_6 ___ _ Planning No. Job Name St.udio Arts Multimed Job Address 2236 Rutherford Reviewed by: Mu.it. A~ Ste. or Bldg. No. _1 _17_/9 ___ _ ~ 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, includin~ 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 this. 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 Department Use Only Review 1st. __ _ 2nd. __ _ 3rd __ _ Other Agency ID CFDJob#_-'-96"-1-'-0-'-1 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • . (619) 931-2,121 · _ .SEP 05 '96 10:52 SMITH CONSULT. ARCH.··:--········~, ..... ,.. -~---.,. 05 •9'5· HORUWITc-.1hr1...Uf<': Cl'\/(.). -~C:.L.• . .)r.:,i.;-.;:-,;, .. ..:. • --..,r,:J;; "' .. ,. : ; ~~~!(·\~ ~;·.!t~:L::::, . :.>. · · 'no:atrwr1z··1:Avion.~~~N~·JjtinvG . . . . -. ·:~ t::;.~~:.· st it a c· r Q i. ;_ ;.-" c f v'i_ t. :·. c. o tt ~ a\. T f If iZ _.._... ..u.-.-p.• ',-.. ---- Sl1<.0QTURAL CALCULATIONS Pfc.OffiC..'1 ': CONCRl:.i'E s1-ru!NOn-i: AT 1-wr.!NTY EKHff-DA YS: ··-.......... _...,?.,:;:..Sb:>__,._·_ fSI MASONRY: ORA.De ",N" CQNCP.m 13lOCK 1: ' M ~ -------___ P.St MORTAR: TYP£ S 1800 PSI OROtm iooo PSI n.£u-lFORCINC STE.EL. A-615 STRUCTIJRAL STEEL: A-36 LtJ'MB~R: DOUGLAS f-JR-LA.~Oi JO!STS BEAMS AND POS'tS snms GRAl)E-40: Glv.D~60: #2 112. i:'5 AND LESS (U.O:N.) tr6 AN!:i LARGER' ST\JC OR ,~ETTER SElSM!CFCRCE: ..• /8?.t-/ REPORT OY': ----.. ·------~---------- ROOF I.H;.Af) .~,0AD R.OOFING Pr,YWOOD SOlSl'S tNSUL. & CLO. MISC. SLOPING. &OQP YYa !.QAU SLOPlNO 'PLAT '21';.C)f'Sf" lR!:.~&1.,i'~;, !l.EP()/ff NO.: ---"·----- Ft.CORINO PL'!WOOD .10151'$ IN$UL. &CLG, MISC, 'IOTAL = 00. fl,QQR i JVE LQbD ~,-::fSu;~. i'NTERlOR aALC()NY F..Xfr WAL.KW A Y ---- So~ 40 PSF 60 PSP (U.O.~.) lOO PSP lNTERJOR IDCTERlOR P'~Krf11£»-) 10 PSr. 16 PSF:· 'Ulf'Sr 'Th.cae cilwb.~ ue !united oaly to ihc-ltQ11$ i.nd~dc4 h<;m~ sdca~ bJ 111c. die.at aAd do a.it imply awrov~ of ii!ZY o~ct" ponioA 01' ~·att1.1ctlire ·by lb.Is offioe. Th~ eatetilitiollli are nol "lttld if altctcd m &'.Ir way. o, ~~, accoin(Jlnicd by .a wet siamp !l.nd sipaluic of lhe ~ ~£ R.-c.c,crd. . ----SEP 05 '96 10:53 SMITH CONSULT. ARCH .... ., .. -...---HORO!c/ITt.'··.JH'tLUI< !:.NI.:,. 11:.!..::,01;-i,;:,~-=u· &rt~ 1<cof' ~<r.>:s.~.s· (/tJ/1' /1YSTAL.LA-r10H, 11-' .l~ r IJ ~ r;,cc, "') ~ ?oeo' 1r tdj., '?oBo(9) ;; 2'1-3 11t +t"'"' ~-~ t,J:; Q_Cf--«;,ye,);. 7!.fOdlt 2-'l,3 Z{J,1; ~ "/, ~.. ze;/e;, -.I-/, ~-f/Ef,!. M~~-01' .. .SEP 05 '96 10:53 SMITH CONSUi,..,:_. flRCH."''· · ... .,....,.... HOROW ! r.~-I H l"LUK c.r,t;. ! C:(.. •• A)V vO-'+.!: ·Sap 05 '96 . .. p 4/4·i-; (7 10 :L!9 No. ,_;v,., r. J,., r . 't,J /,H..B f . ~-- 11se*' · .... ~ n· M'" ~3Z.I /# c( U, "'t ~p~s.~ . . ~ 3~·.ss·ZP TH£. C:. • ...\ .· ~ E.X.ceJ>iAfiU?-TO ~flr)R."i TH£ 9+lf !Ylt!GH '1., vtJt r w 1 -rH'!>,Jr .l';i»J·flOtJ.Al. ~~.,.-: . T Co~Np<:,-~i f;Z().t,t:;Fb / F.,-:{ .1~·1.. r.,h)tr l1$fr'\u,./.{'$. f :-1'3/z = {ff-ff M~ ~ f./N tr. t..>.:(!1·+Sll-t-.?o):"-z:) • j(.,8 '1t r'lf o1wr-&.MT.'." ,;:: t>d/f, H 'f J 1,JC,li.:E~(!.. i'-' M~c.,-iT. 7rlf$ / ~ !7'!µfrYIA:t.., J4t..lb lJ/1ttlN L1r'1,-rs-, .; ' ~i i ! ' STRUCTURAL ·CALCULATIONS, - c ,,9~t t;/$/9 z;:, ;R,, tisG /9~H ciF 4 r?ff_/4. · -PROJECT: --=...:-_;:-:...;:;. ________ ..:....:__ _ _,_------,_...,,..'---'-..,_;.;.----,.---~......;;c_...:......;;..____,--'--,.,.._-'--__ __,,_ HGc/21. t/N/T:s t· -_~tf:;:~,: "Bxr~jJ.5/rJ DESIGN ASSUMPTIONS: .CONCRETE STRENGTII AT 1WENTY EIGHT DAYS: MASONRY: GRADE "N" CONCRETE BLOCK F I M = MORTAR: TYPE S 1800 PSI GROUT: 2000 PSI REINFORCING STEEL: A-615 STRUCI'U~ STEEL: A-36 LUMBER: DOUGLAS FIR-LARCH JOISTS GRl:'J)E 40: GRADE 60: #2 #1 ....z.S't?.t?. ·psr ---------PS£ #5 AND LESS (U.O.N.) #6 AND LARGER BEAMS AND POSTS STUDS CONSTRUCTION OR BEITER SEISMIC FORCE: ':i;:: =. ~; f-REPORT BY: ----'-'--------:--'-'-----"----------------- WIND FORCE: B,dQFDEAD LOAD SI.OPING ROOFING PCYWOQD JOISTS INSUL. & CLG. MISC. TOTAL = ROOF LIYE r QAD SLOPING FLA:r EL.AI s; I• 5"° t,7 I • () I,~ /~ flF REPORT No.:· _ __;;_ ________ _ SOIL PRESSURE: / tJdcJ f3;:: FLOOR DEAD LOAD WALL DEAD LOAD lliL EXL FLOORING 3, b ~ INTERIOR PLYWOOD '2. ,5 EXTERIOR 16 PSF. JOISTS -;;,. • I INSUL. & CLG. ,-,.~ MISC. I·+ TOTAL= l!J f_~ L FLOOR UVE LQAQ INTERIOR BALCONY EXIT WALKWAY -40 PSF -t5 () ;?'.s p. 60 PSF (U.O.N.) . 100 PSF . These calculations are limited only to the items included herein, selected by the client and do not imply approval of any other portion· of fae structure by this office. C/6 'Z/1 ,, . ' . . • ;"" • ~ -·-· f • --- ' ' . L l-/':.SF ' '70Tr} L .... (ttJ fl.,sp... /J,9-/27/T/4,.J..5:::. fh--D (75 F- I q W -. - (J .,. ,~_ ~ ... ,~, - ~'36o T -- ($d {. I, g 3) = ~77 11. lb (:, (. 9 J 1.. 1S .., - --q (1,1;) )¢-0 SW ..t, +. '3 ~) '= A. f)./. 7 f!j-o .Ps~ ~ -If, .3 " - ~-:nav er L~ .W Ex~ Glb ~::;. 41)/t,J3 .:. 3511#-/, /,ot!:> ·= 3.3. 1'2J/, . ' . ·1··. ' . 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Us (F.-)~ WIO-F ~ ~lei. oec=--1°: PT4-; ___ ;_ - w/ I -* 1--c.-,;)Nr, ro~ ,t /!;'6rrtH ,,f' . J I'\ l '. ~ ,: SHEAR WALL SCHED·.ULE kEF', 16 REF', 8 A B 9 N<aiOI\ SOU'S Al.T!RNAn'. E)(?ANSIO!-l RE:f' BOTTOM PL HAIUIG Of T.H, Of\ ~·s REF, :l,11 1· _AT f'CAAIOAilot{ ANCttORS AT f'OUHOAilOO ·1·2 ' · HAIUHO . TOf> PL'S at.oa< 'ft> M~ f ~ATERl>.I. I tfAIUNO · · I.AC(I.) ;1,-cc.(ST) TOCC1l-ER TOP PL S SH£M WALL ~M O!'I H /J..S · }JJ.OW /..8l£. ~ (lB/1'1) .J p;p.u..RXS . (D Sl\JCCO . REF, HOTI;, 1 1/2" /I A,B. o ~-1/2· ,,, Kl:l-11 o ~-16d o 5• 16d o 12· 1,6d o 11· 1eo -. · , ,;2· C'l'P BO 5d C.H. • 7• • , P~ . (I] · · ~s;a• C'l'P 80) '(8d C.N, o 7") 1/2" fl A.B. o· 72" 112· JI Ka-11 'o 7?"' 16d o 12.· . 16d o 12· \6d o 10·. 50 -\00 SEISI-HC-'MNO ~ 1/2" C'l'P BO 6d C,N. o -1,• , m (I) [I) (aJ [iJ Ii) [[) (!S/A" C'l'P 8-0) ' (8d C.N, • -1,") 1/2." O'l'P BO (BU<I;)) I 5d C,H, o ~· 5/a" O'l'P 80 (BUCO) t/2" O'l'P 80 (IIS) (!S/8° C'r1" BO) 1 /2" C'r1" BO (BS) (5/4" CYP BO) 1/2" ·c'J1" BO (BS) (BU<O) 5/a• C'r1" BO (BS) (BU<O) • Od C.H. • -1,• 6d C.H. • 7" (Od C.H. o 7") 5d C.H. e.-1,• (6d C.H. O ~·) ~d C.H. • -1,• lld C.H. o -1,• 1/2" fl A.B. • M" 1/2" fl KB-II o 56" 1,lld O 10· 1/2" /I A.B.· o ~· 1/2" fl KB-11 o -1,5• t6d o ·e· 1/2" /I A.B, • ~· ,;~-_!, ~-=11 O ~-,ad o s· I /2" fl A.B, o ,4-0• 1/2" fl KB-II o -1,0• 111d o s· 1j2• fl A,B. • .'.12" 1/2" ,. KD-11 o .'.12° 16d o s· 5/e" fl A.B. o Ml" 5/6" , KB-'11 o Ml" 16d O -4• 5/e" fl A.B. o 4-0• 5/e" fl KB-II o -1,0• Hid o .'.l ·1/2" 16d o 12· I 16d o e· 6.'.l -, 125 SOSMIC-'l'I\NO 1Gd· o 12· I 1sd o 11· 75'-)SO· S£1SMIC-'MHO 'llld O 12· I H!d 011· 88 -175 SEISMIC-WHO 16d O 12· 111d o e· 100 -200 SCISMIC-'MNO 16d o 10· I Hid o ~-125 -250 SEISI.IIC-'n\110 16d o 7• I A.'.15 o 16 ° 150 -JOO .S(ISUIC-Y,\flO 16d O 7." A.'.15 O ·IC" 175 -.'.150 S£1Sl.llC-'MHO [ID 2...;LAYERS s/a· Cy? I BASE PLY lldOO" (BU<O) ·FAC£. PLY 8d07" \ /2" fl A.B. ·O .l2" 1/2" fl KB-II o ?2" \6d o 5• 16d O 10· I ),JS O j5• 125 .;,,. 250 I S8SI.IIC-'MNO, [i) 2.-LAY£RS 5/a" ·C"1" BASE PLY Cid~" _(BLKO ·as) f'AC£. PLY ed07° 5/e" ,i A.I'!, o 2:4" 5/8" ,. KB-11'.!0 2-1,• ,\6d O 2 1/2" (ST)' 16d o s· A.'.15 O· 10· 250 -500 SCISl.!IC-'MHO, 6IJ rn. ,1,· m cox " • ,. ,;,· , .. ,.. • ... ,;,•, .,_,, • ... '" • ,· • '" • ,,. ,., • ,· 1 ,., 1 1 (al , 3/a· PL-'f cox . . lld o _5• 5/67 ·,, ,.._a, • .'.12~ 5/6~ /I KB.-11 o .32" ,_<$d o -1,• ·1, , 16d ·"_ 7.~ ·' AJS o _.,5• . , . , :32~. .. . _ liil · 3/6~ PL'\' c:Qx ~d o -1,· ... _5L6~__t_>..B_. o J2· _ s_;r,,; KB-no 32· 111d o J 112· 111d or ... .:is o 1~· . Jli{ . Ml I 3/6" PCY COX I. 6d o 3• I. 5/e".,, A.13. o 2-1,· I 5/8" If i<!:l-11_~ ~£ I \fid·_!I 2_1;2· (sT)I 16d o 5• I AJS o 10· I ~02, trn I . 3/8" Pl.'.f' STR I . I Cid'·-3• ' I ~/_8"_ f A.B. 0 2-1,• 1· 5/t, ,, ,1<!3..:11 0 i-1," + 1,8d O 2· (ST) I \6d O 5• I ,AJ5 0 6~ r 552 (W 3/8~ PLY ·cox, . 6d •· 2,• 5/8" /I A.8. o 2-1,• 5_/~" /I t<B.,.11 o 2-1,• 1/i~x6" o 6". (L) 16d o -1,• A.'.15 o a• ,(p3t,· --R_~' ,1-1o~_+ __ . ,. 6i) 3/8" .Pl.'!' (:pl( (8S) 6d o -1,• . 5/6" /I A.B. o 111• 5/6" " KB-II • Ill" 1/2~xo• o a" (L) 16d o -1,• A.'.15 0 5• 766 -,7£F. -NOTES ... ,6' ~. · 3/6" PLY cox (~$). ed o ,.'.l 1/2· 5/6" JI A.B, o IC" 5/a" fl KB-II O ·16' .· 1/2"xl5" o 5• (L) 16d o -1,• AJS o 5• 07.(l R(r. NOTI:S 4,5 !ill 3/6" PLY -COX (BS). 6d o 3• ~/6" ,,, A.8, o 12• 5/6" " KB-II o 12· t/2"x6' o -4• (L) 20d o 3•' AJ5 ~ s· . ~.6+ REF. NOTES 5,a·- !i2) 3/a" P.\.Y SlR I (e's) . 6d O J" 5/8° /I A.B. O 12' 5/8" /l Kl:l-11 o 12· 20d o :i· AJ5 o··s· 1100 REF, NOTES 5,0 IUI. . {Bl I tS/32" Pl.Y cox I ad o .:i· I 5/o· ,, A-B. o 2-1,· I 5/8" ,, KB-11 o i...· I 1Bd o 2· (sr) I 1Gd o ~-I AJS o .e'. I 4qo fill' I 15/32" P\.Y STR I I 10d • 3• I 5/0" fl A.B. o 16" I 5/8" i, KB-II o 16" I 16d O 2'(ST) I 16d o -4• I AJS O 11· I 665 '10d SHORT (2 1/4")' ~ t!S/32" Pl.Y STR I ad o 2· 5/e" /I A.8. o 111· 5/8" i, KB-II o 16' 1/2'xo· o o· (L) _16d o ~-"A.'.15 o a· . ·7JO Rff. NOTE '. .liil 15/32" Pl.Y cox \Od o 2· 5/6' ,, A.l:l: o 1s· 5/8~ ,, KB-11 o 15· 1;2·xo· o o· (L) 1Gd o +· AJ5 o s· -• 770 · REF. NO~,, ~·;:{J} -• ·~. l.,: ,;,~ ,,,'. :~ ,,~ ',. .. . .. ~ ... ~~:-~: ,·· '. -~ ---- ~-' ,: ~-· ~· ~ 15/32• f'l.Y STR I 10d o 2• 5/11" /I A.B. o 10• 5/8" / KB-II o 1s· . 1/2"xa· o 5• (l) 16d o -4~-AJ5 o o· ~ 67~ . R£f. NO.rt; 4 -: ::·r l ,Im . . --·------··--·--· -'• J CHI ~$:,:.,1;/8.1' '. -" -• • •·-•• -•• • .:,. -,,•. : ·, .. '.-.'' • -.. a'•~ , -" ' • '·\,'I'.:' .\:~:.~\;{?f .•.. TYP. SHEAR WALL SCHEDULE NOTES: 1. EXTERIOR· srucco WHERE OCCURS SHALL BE WOVEN WELDED WIRE LAnl ·'MJH 7 /8" POR1l.AND CEMENT PLASTER Wini· H 11 GA. NAILS x 1 1/2" LONG x 7 /16" Ji HEAD OR j 16. GA. STAPLE x 7 /8" LONG LEGS. 2. ALL SUPPORTS FOR THE GYP. BOARD TO BE NAILED wrn; COOLER NAl~S (C.H.) . ' 3. ALL PLYWOOD PANEL EDGES TO BE BLOCKED. 4. 3x AT 1.6" sruos, Jx BOTTOM PLATE AND Jx INTERMEDIATE BLOCKING IS REQUIRED. 5. 4~6 SnJOS, Jx6 TOP AND BOTTOM PLATES & 4x6 BLOCKING IS REQUIRED. 6. SHEAR WALLS Wini PLYWOOD ON BOnl SIDES; BOTH VERTICAL ANO HORIZONTAL INTERIOR JOINTS ON OPPOSITE SIDES OF THE WALL SHALL BE ST AGGEREO. 7, ALL ANCHOR BOLTS TO BE 12 INCHES LO_NG. (MINIMUM A.B. EMBEDI.IENT TO BE 7 INCHES U.O.N.) ·8. KB-II .DENOTES "HILTI KWIK BOLT-ll'S" (ICBO /14627) WITI-l 4 INCHES MINIMUM EMBEDMENT, FOR INTERIOR WALL Sl.:lBSTinJTIONS ONLY. CONTACT E.NGINEER/ARCHITECT FOR EXTERIOR WALL SU8Sll1UTIONS .. 9. 2-ANCHOR SOL TS PER WALL MINIMUM. 10. MINIMUM A.B. SPACING: 1/2" P A.B.'S o 72" o EXTERIOR WALLS. 7/32" p RAMSET .PIN o 32". (ICBC fl639) FOR INTERIOR WALLS WITH WALL SHEAR LESS nlAN 1008/FT. ONLY. 11. USE COMMON NAILS FOR PLYWOOD. NAILING. GALVANIZED BOX NAILS CAN-BE SUBS-TITUTED FOR COMMON NAILS. ' 12. @-CONNECTIONS FOR 2ND FLOOR AND A80VE ONLY. USE 4x BLOCKING BELOW AT WALLS WITH LAG SOL TS OR 16d o 2 1 /2" O.C. OR LESS (STAGGERED) CONNECTIONS. . ; .... ' -' ' ~ S_ECTIO_NS-· & ' ~-. -' -~.-;---~·1· : .. ~";: }~ N . -O· · r·-E· S· ·· 1 _. -~-·: ..: :~~,~--·~? · --: -' -. -. ' -' ' -.:i~:i,\.,(/??,,' ,,..,., I ~Oft; ., .JOIST ix Bl.KC, A I BOTTOM l'\.ATE COWi. ,. Ill.I( • :ii• fu:o~~ ·sHEAR WALL SECTIONS:· -mi' ..XOiOI\ IOLT (A.A.)/ S(:1-t[P, J, A88RE'M TIOHS: C.N. BU<D. (BS) FNO. PL A,8; ~~) REP. GA. COOLER .NAILS BLOC!<EO BOiH SIDES FOUNDATION PLATE. ANCHOR BOLTS LAC BOLTS . STAGGERED REFERENCE GAUGE. PLY. O't?, • 80, CONN. T.N. (U,O.f:l,) SCHEO, ·sm , cox el.Kc I PLYWOOD GYPSUM BOARD CONNECTION T9E NAIL.. . 'UNLESS OnlER~SE NOTED SHEAR WALL SCHEDULE STRUCl\JRAL \ -- EX1iaRIOR GRADE PLYWOOD BLOCKING MIH. BU< o.c. I.IINIMUI-I BLOC1<. ON CEN'11'.R GN15S 1/$'.1· • .~~, . : ; . /-~ ' -tJ ~H ... ~('13f>t/-) ;/2,,(/~.5 t:49/?/9t::-.!T'/-: ~ ~?,· #/r-T· .ps-~ . M f-/R-, /., l ,., (/1./ - ~· v-+Iv- t;J::. '3CJ it/tz-T O.L·:. 't-o (?sp !t l l. ~ ~.t; (7.Jr- Lt"~ Ll?AD ~cJC.-110,-.i 1) (Z = ~ ( ,4 -IS' O) :. ti,, O i ( ~ 'I-4-4--iS (J j -: I{, .. It >'a ~) £ = ~3, I C I+ i) _ ~ S4,7 /o · ll :: ~ t; ( /-·(J, /6) o /7 ;?.!>·;= 7'oT/f L W 7 i :: 9-7 C '? ) --=-~ J ti ~ /.rz-T T't>Tft-L t.-0 ~ ;;).. I~ +Z>9 , '7. 1 sr il{,if'l>f ·:. ,: ? r: :r tr~,r ' ; . ' ,, . ' · · .. . · 1G z . r t:tJ·. i 7-. 4 97 11 M -:;.· ·ff 7 ( ~J.) :. ltJ'f.So fr--/'b,,· · I /,. , 44-t1 ' \· j ·S=-4f~~ OL.::. f'Jo :: ;)..;~:O 'ft;/ t) lZ · ~ · r ( ,,q -1 Jto) ==-o. t1 i ( ~ >< +.4--1 s~ t>)-= 1,; 7' ~ cA) (2-, :: ~J. I(! f -0o j = 3,f, 7?, . t. l-:t ;)_ (!) ( I -ct, I 6) .: 17 r'..$ J=. TtPT,i l. t~/,0-:::.. /7 -I-I tJ = -~ 7 ~...{ r- vJ rt. -:. · ~ 7 ( .q) : ;). / 6 #If-r rt) TA-L tJJ =-~lb -;-4 j .::. ~ s 'f' #IF r M=- 6~ .6 7 ,g (1z) -4 f-1- .6.n.,:. ~~ io .--3/'~ . >42,fc Ole- ' 'i -- I 7~ 7 ~(;!)+ '-· ' l . Sq,(} ( ¥) ".'l,,, ~<!)' (_3"_~) . "2..- . ! -·- ----- l ----. ____ _,,. __ , -_, --'----- !' , ____ (-·-----,-----'_.., --I -., ~ ••• • ' ' ' ' J 7~ 7/ ---!-... ---,----.. ! ' '\ ., ·-. ··A. r -. ,.~l?G-/2<-•.. v,,J,,, r. -:·· -LL.J.. . ;.,--,-• ; I ./53 -Mt:lr l ---,---------------·--·------------------·---------__ _: ______ i-___ : _____ , ____ l ___ l __ _; __ ----. . :If ! ·· -=--· ·--·-· '"'-: --· -W -'::7 · ·--·· /.tJJ · (:-~-)· ..... .:. -· ·~-0--__ : L-.7 :-----·-· ~·. ' " 1 i I , ff•\ • i I • ) ' f-} ------;-------------------~------- i ; . -· ---------~ -~ 1-Ck<'X:r ,'J~)t~ l'?t; )r he> ;).. ---~-~-f __ _ -. ------------------:! ! , --! · -T· ::. ; ··--:---.-·1. -,--··r : ....... , -~ -is··-.-----··.. -r--· ~-·· ..... . f111t"-Je --=· -1-,;,,· e,. C-rJ, g 9·-· ,~--(.~, '8· s-)( · ~: -+f}-r ~o--(;11.:r) -·· i ---·-----•• ' -----7---··1 --~-----------I I ·t. -M11.-1 ,--· ·· ·· :::· · /~-.;j. .. 7 -r r-'J l;;. . . ' .... '!:!'. ........ · ..... ======~ V ...... ,,n.,~, ' -·-· ' . ; '. I I ... _! ' ---------. __ ----------·----,.--~----· ---' j ------------~ -....... _, --------·----'-·· ' ' , I : ! . :Jo , •. j -' ·, -~ ..... -:-....:::.. . :.. -· . ----· -· ----·-~---- \ . i -,-• 1 ' I '. '• : ! ',\ ' / I . ___ .,, ___ :_.;&,;.::. .. /'-/'Be-#. -v!N'/ 7 L .. L---·/ $,· A,).~r ·' /N' ~ UoGo I ./_. • ! i ---·,-----~-------- __ .J __ j __ . ·--~-WL=-~--/~ .. t-;.-). ' . . ' ' ' ;' ' --..... ------: -~--·----. ' _., . -... ---_i __ ..:_' - i \; --. i·----!-··-·1···· ·- :;) (6~)(~:~-9 t~(~j)fjf;i~ ··-=---;~~66-~_:_,g; .. ·- d- .... -~---~ -hf· . '-~ ~ [;(l>t;) (;;, 8 r) f-,1o (;).) · ~ -t-l-Sl) .:: ·-...,.---+-..,___.......,! _________ -·--·---------~ ' -. I· ' I I ' _ __,__, _______ , __ ----~ -·-. .. --£/--~-.€ r:,1-·:. l ' I ' ' ] ----~--~-___ ,..._.., _____ ,_. __ ,----·--~--..... --~-. ------ l I , ----' ---. --=-----. ... ' ~.;.....; ----tl j J_: ____ . ---· ___ .]_~_!_ ---· _! .• ' ' ;-l ; / ------+.:-....... -1---f ----.J ---, ___ _ ; • -.---~ ---.i -------·-~. -• • •• : . __.:. __ -' ---.' ' ' I ' ' ! ' -----·--,------·--- ·----;-- J_ 3 4-/ !it. :t, CARLSB IFIED SCHOOL DIST PUBUCAGEN JACK & PATRICIA SUDDUTH 1301 FORTSIDE DR FORT WASHINGTON MD 20744 CARLSBAD FIED SCHOOL DIST PUBLIC AGENC CARLS UNIFIED SCHOOL DIST PUBLIC AGE NEWPORT BEACH CA · 6.qQ_ MICHAEL J & NANCY CARDOSA 6491 EL CAMINO REAL CARLSBAD CA 92009 OCEAN BLUFF PARTNERSHIP 4180 LA JOLLA VILLAGE DR 300 . LA JOLLA CA 92037 MANUEL C & AVELINA HIDALGO 6511 EL CAMINO REAL CARLSSAb CA 92009 ARIE DEJONG JR 622 E MISSION RD SAN MARCOS CA 92069 GUYS MOORE 6503 EL CAMINO REAL CARLSBAD CA 92009 NOBORU & EVELYNTABATA POBOX943 CARLSBAD CA 92018 _....--1 TERRY R & MARGARET REITER~ 6 SADDLEBACK:·RD ~ES PENINSULA C 90274 ROBERT F & CHERYL KEVANE 8480 LA MESA BL VD LA MESA CA 91941 C;~ IFIED SCHOOL DIST PUBLIC AGEN ' NEWPORT BEACH JOSEPH A & BARBARA RUDY ALIS PO BOX 230267 ENCINITAS CA 92023 -JOHN F & ELENORE LIGUORI 11739 TOERGE DR LA MIRADA CA 90638 WALLACE G & ELIZABETH AITCHISON 5155 E BOBOLINK LN PALM SPRINGS CA 92264 GEORGE R BOLTON 6519 EL CAMINO REAL CARLSBAD CA 92009 GREGORY R & BARBARA NELSON 3664 MARIA LN CARLSBAD CA 92008 PAUL & PEGGY HADLEY POBOX12727 PALM DESERT CA 92255 KAISER LIFE INSURANCE 1615 CALLE DE CINCO LA JOLLA CA 92037 THE V ANDERHEIJDEN FAMILY I 003 W DONINGTON ST GLENDORA CA 91741 ROBERT F & CHERYL KEVA€ 8480 LA MESA BLY LAME D~e BO~ OF ADMN TR - 4675 M~~HUR CT 1560 £ ,;-,uY' ~T BEP.:CH-Cl,.-2_~~---. CARNATION PROPERTIES PO BOX 395 CARDIFF BY THE SEA CA 92007 RONALD C & EVELYN MCKINNEY 4355 HUERFANO A VE SAN DIEGO CA 92117 POINSETTIA HILLS PARTNERS 111 N ATLANTIC BLVD 102 MONTEREY PARK CA 91754 '~STA REALM PU~ GUYS MOORE 6503 EL O REAL C SBAD CA 92009 AVIARA LAND ASSOCIATE~ 450 NEWPORT CENTER DR 304 NEWPORT BEACH CA 92660 ~· / TITLE 24 REPORT FOR: Studio Arts Multimedia 2236 Rutherford Road, Suite 117-119 Carlsbad, CA PROJECT DESIGNER: (619) REPORT PREPARED BY: Steve Balderrama, CEPE Haynal & Co., Inc. 425 West Fifth Street Escondido, CA 92025 (619) 743-5408 Job Number: Date: 4/26/1996 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 Energy Commission for use with both the Residential and Nonresidential Building Energy Efficiency Standards. This program developed by Gabel Dodd Ass·ociates (510) 428-0803. Table Of Contents for Title 24 Report Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Nonresidential Performance Title 24 Forms ........................... 3 Form ENV-3 Construction Assemblies ...•.............................. 17 \ PERFORMANCE CERTIFICATE OF COMPLIANCE {part 1 of 3) Run Initiation Time: 14:49:26 Project Name: Studio Arts Multimedia Address: 2236 Rutherford Road, Suite 117-119 Carlsbad, CA Designer: Documentation: Haynal & Co., Inc. STATEMENT OF COMPLIANCE PERF-1 page 3 of 21 Runcode: 2875-546993728 jDate: 4/26/1996 I _____ _ !Building Permit No ! _______ _ jchecked by/ Date I !COMPLY 24 User 2875 This Certificate of Compliance lists the ~uilding features and performance ·specifications-needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. The Principal Designers hereby certify that the proposed building design represented in the construction documents and modelled for this permit application are consistent with all other forms and worksheets, specifi- c~tions, and other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements of the State Building Code, Title 24, Part 6, Chapter 1. 1. 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 p:i;-eparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. 2. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Se_ction 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 documents for work that I have contracted to perform. 3. I affirm that I am eligible u_nder 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: --------------- SCOPE OF COMPLIANCE ENVELOPE - Principal Designer (619) LIGHTING - Principal Designer (619) MECHANICAL - Principal Designer . (619) (Designers should circle applicable paragraph numbers) Required Fbrms: ENV-1, ENV-2 Location of Mandatory Required Forms: LTG-1, LTG-2 Location of Mandato Required Location Plans -+-'--~~~A..!...-f ~_---~b6) 3 {Date) {Circle) -~- PERFORMANCE CERTIFICATE OF COMPLIANCE (part 2 of 3) Run Initiation Time: 1.4 :49: 26 PERF-1 page 4 of 21 Runcode: 2875-546993728 -------------------------------------------------------------------------- Project Name: Studio Arts Multimedia jDate: 4/26/1996 I Documentation: Haynal & Co., Inc. jCOMPLY 24 User 2875 ANNUAL SOURCE ENERGY USE SUMMARY (KBtu/sqft-yr) Energy Component Space Heating Space Cooling Indoor Fans Heat Rejection Pumps Domestic Hot Water Lighting Receptacle Process TOTALS GENERAL INFORMATION Conditioned Floor Area: Glass Area/ Wall Area: Front Orientation: Number of Zones: ZONE INFORMATION Floor Area Zone Name (sqft) ---------------------- First Floor -Offices 1728 First Floor -Conf. 301 First Floor -Reception 272 First Floor -Corr/RR 109.5 First Floor -Studio 1600 Second Floor -Offices 2457 Second Floor -Conf. 151 Storage 576 0 Stan,q.ard P:toposed Compliance Design Design Margin -------------------------- 1.10 0. 71 0.39 35.67 36. 73 -1.07 21.86 14.12 7.73 o.do 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46.95 4;2.21 4. 73 19.33 19.33 0.00 21.38 21.38 0.00 -------------------------- 146.29 134.50 11.80 7604 ~verage Ceiling Height: 9.0 0.34 Average Glazing U-Value: 1.19 deg (N) Number of Stories: 2 8 Number of Occupancies: 5 Display Inst Tailored Process Tailored Perim. LPD Lighting Loads Vent. (ft) (w/sf) (watts.) (w/sf) (y/n) ~-----__ ,.,; ___ ----------------------- 0 1. 71 0 0 N 0 1.08 0 0 N 0 1.59 0 0 N 0 1.33 0 0 N 0 .1.15 0 6 N 0 1.49 0 0 N 0 1.43 0 0 N 0 0.00 0 0 N PERFORMANCE CERTIFICATE OF COMPLIANCE (part 3 of 3) Run Initiation Time: 14:49:26 PERF-1 page 5 of 21 Runcode: 287S-546993728 ------------------------------------------------------------------------' Project Name: Studio Arts Multimedia !Date: 4/26/1996 I Documentation: Haynal & Co., Inc. !COMPLY 24 User 2875 The documentation preparer .hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR Steve Balderrama, CEPE (619) 743-5408 ~ ~ ,-lt1.e•'iS-1oc-i. ~" (Signature) (Date) EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submit~ed. First Floor -Studio Occupancy type of Precision Industrial has been selected First Floor -Studio 6.00 w/sf Process Load has been Input (See MECH-5) BUILDING DEPARTMENT APPROVAL OF EXCEPTIONAL FEATURES JUSTIFICATION: The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. authorized signature or stamp CERTIFICATE OF COMPLIANCE -Envelope Run Initiation Time: 14:49:26 Project Name: Studio Arts Multimedia Documentation: Haynal & Co., Inc. Const OPAQUE SURFACES Assembly Name Type Location/Comments R-11 Demising Wall(MTL) R-19 Roof(R-19 on Tile) Carpeted Slab On Grade 611 Concrete Wall Hollow Metal Door FENESTRATION Frame Orient Panes Type -------- Left (E) 1 Metal Left (SE) 1 Metal Back (S) 1 Metal Back (SW) 1 ·Metal Right (W) 1 Metal Metal Wood None None None Exterior Shade OH ----------------------- None N None N None N None N None N ENV-1 page 6 of 21 Runcode: 2875-546993728 !Date: 4/26/1996 I !COMPLY 24 User 2875 Glazing Type Note to Field ----------------------- Single Tinted Single Tinted Single Tinted Single Tinted Single Tinted CERTIFICATE OF COMPLIANCE -Lighting Run Initiation Time: 14:49:26 LTG-1 page 7 of 21 Runcode: 2875-546993728 --. --------------------------------------.--------------------------------- Project Name: Studio Arts Multimedia jDate: 4/26/1996 I Documentation: Haynal & Co., Inc. !COMPLY 24 User 2875 ------------------------------------------------------------------------- INSTALLED LIGHTING SCHEDULE No of Name Lamp Type Lamps ------------------ Fluorescent 2 Fluorescent 3 Incandescent 1 HID 1 MANDATORY AUTOMATIC CONTROLS Control Watts/ Lamp ------ 34 34 75 400 Ballast Ballasts/ No of Note to Type Luminaire Fixt. Field -------------------------- Standard 1.0 47 Standard 1.5 49 n/a n/a 5 Standard 1.0 4 Note to Control Location ID Control Type Zone Controlled Field CONTROLS FOR CREDIT Control Control Location ID Control Type Note to Zone Controlled Field CERTIFICATE OF COMPLIANCE -Mechanical (part 1 of 2) MECH-1 page 8 of 21 Run Initiation Time: 14:49:26 Runcode: 2875-546993728 Project Name: Studio Arts Multimedia Documentation: Haynal & Co., Inc. JDate: 4/26/1996 I !COMPLY 24 User 2875 --------------------------·------------------------------------------------ SYSTEM FEATURES Zone Name Time Cqntrol 1st Floor s Setback Control None #of Isolation Zones n/a HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset ·cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp B ----A No Economizer 615 Heat Pump Trane TWA048C300 DX Zone Name Second Floor Time Control _._._s __ Setback Control None #of Isolation Zones n/a HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make ~nd Model Code Tables Yes 0.0 KW Constant Volume nja n/a Constant Temp Constant Temp B ----A No Economizer 444 Heat Pump Trane WCC042F300 DX 1st Floor -Studio s ----None n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp B A ----No Economizer 240 Heat Pump Trane WCD075C300 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 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CERTIFICATE OF COMPLIANCE -Mechanical (part 2 of 2) MECH-1 page 9 of 21 Run Initiation Time: 14:49:26 Runcode: 2875-546993728 Project Name: Studio Arts Multimedia Documentation: Haynal & Co., Inc. !Date: 4/26/1996 I jCOMPLY 24 User 2875 -------------------------------------,------------------------------------- DUCT INSULATION System Name ----------------------- Trane TWA048C300 .Trane WCD075C300 ·Trane WCC042F300 PIPE INSULATION System Name Domestic Hot Water Trane TWA048C300 Type Duct Location -------------------------- Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic Insul Pipe Type Required y / N y / N NOTES TO FIELD -For Building Department Use Only Duct Tape AUowed ------- y I N y I N y I N y I N y I N y I N Insul R-Val 4.2 4.2 4.2 4.2 4.2 4.2 Note to Field ------- Note to Field ENVF.:LOPE COMPLIANCE SUMMARY -Performance (part 1 of 3)ENV-2 page 10 of 21 Run Initiation Time: 14:49:26 Runcode: 2875-546993728 ------------------------------------------------------------------------- Project Name: Studio Arts Multimedia .Documentation: _Haynal & Co., Inc. GENERAL INFORMATION BY ZONE Zone Name Occupancy --------------------------------------------- First Floor -Offices Office First Floor -Conf. Convention/Conference First Floor -Reception Lob];)y (Office) First Floor -Corr/RR Corridor/Restroom First Floor -Studio Precision Industrial Second Floor -Offices Office Second Floor -Conf. Convention/Conference Storage Unconditioned Total jDate: 4/26/1996 I jCOMPLY 24 User 2875 Flr Floor Display No Area Volume Perim. ------------- 1 1728 15552 0 1 301 2709 0 1 272 2448 0 1 1095 9855 0 1 1600 14400 0 2 2457 22113 0 2 151 1359 0 1 576 4608 0 8180 ENVELOPE COMPLIANCE SUMMARY -Perfo~mance (part 2 of 3)ENV-2 page 11 of 21 Run Initiation Time: 14:49:26 Runcode: 2875-546993728 Project Name: Studio Arts Multimedia Documentation: Haynal & Co., Inc. jDate: 4/26/1996 I jCOMPLY 24 User 2875 OPAQUE SURFACES Act Solar Type Area U-Val Azm Tilt Gains Form 3 Reference Location/Comments Wall Wall Wall Slb Wall Wall wall Slb Wall Wall Wall Slb 93 0.752 180 18 0.752 225 180 0.192 Int 1728 0.134 0 12 0.752 90 66 0.752 180 12 0. 752 270 301 0.134 0 15 0.752 135 123 0.752 180 15 0.752 225 272 0.134 0 Wall 171 0.752 0 Wall 204 0.192 Int Slb 1095 0.134 0 Wall 609 0.192 Int Roof 1600 0.043 O Slb 1600 0.134 0 Wall 198 0,752 180 Roof 2457 0.043 O Roof 151 0.043 o 90 90 90 180 90 90 90 180 90 90 90 180 90 90 1.80 90 22 180 90 22 22 Yes Yes No No Yes Yes Yes No Yes Yes Yes No Yes No No No Yes No Yes Yes Yes 611 Concrete Wall 611 Concrete Wall R-11 Demising Wall(MTL) Ca~eted Slab On Grade 6 11 Concrete Wall First Floor -Offices First Floor -Offices First Floor -Offices First Floor -Offices First Floor -Conf. 6 11 Concrete Wall First Floor -Conf. 6 11 Concrete Wall First Floor -Conf. Carpeted Slab On. Grade First Floor -Conf. p" Concrete Wall First Floor -Reception 611 Concrete Wall First Floor -Reception 6" Concrete Wall First Floor -Reception Carpeted Slab On Grade First Floor -Reception 6" Concrete Wall First Floor -Corr/RR R-11 Demising Wall(MTL) First Floor -Corr/RR Carpeted Slab On Grade First Floor -Corr/RR R-11 Demising Wall(MTL) First Floor -Studio R-19 Roof(R-19 on Tile) First Floor -Studio Carpeted Slab On Grade First Floor -Studio 6" Concrete Wall Second Floor -Offices R-19 Roof(R-19 on Tile) Second Floor -Offices R-19 Roof(R-19 on Tile) Second Floor -Conf. ENVELOPE COMPLIANCE SUMMARY -Performanqe (part 3 of 3)ENV-2 page 12 of 21 Run Initiation Time: 14:49:26 Runcode: 2875-546993728 Project Name: Studio Arts Multimedia !Date: 4/26/1996 I Documentation: Haynal & Co., Inc. !COMPLY 24 User 2875 -----. ------------------------------------------------------------------- FENESTRATION SURFACES SC Act Glass # Type Area Frame Div U-Val Azm Tilt Only Location/Comments ---------------------------------- 1 Wdw Back (S) 36.0 Metal No 1.19 180 90 0. 71 First Floor -Offices 2 Wdw Back (S) 99.0 Metal No 1.19 180 90 0.71 First Floor -Offices 3 Wdw Back (SW) 54.0 Metal No .1.19 225 90 o. 71 First Floor -Offices 4 Wdw Left (E) 36.0 Metal No 1.19 90 90 0. 71 First Floor -Conf. 5 Wdw Back (S) 54.0 Metal No 1.19 180 90 0.71 First Floor -Conf. 6 Wdw Right (W) 36.0 Metal No 1.19 270 90 0. 71 First Floor -Conf. 7 Wdw Left (SE) 45.0 Metal No 1.19 135 90 0. 71 First Floor -Reception 8 Wdw Back (S) 81. 0 Metal No 1.19 180 90 0. 71 First Floor -Reception 9 Wdw Back (SW) 45.0 Metal No 1.19 225 90 0. 71 First Floor -Reception 10 Wdw Back ·(S) .108. 0 Metal No 1.19 180 90 0.71 Second Floor -Offices 11 Wdw Back (S) 90 .. 0 Metal No 1.19 180 90 o. 71 Second Floor -Offices 12 Wdw Back (S) 180.0 Metal NQ 1.19 180 90 0. 71 Second Floor -Offices 13 Wdw Right (W) 36.0 Metal N6 1.19 ~70 90 o. 71 Second Floor -Offices OVERHANGS/SIDE FINS --Window-------Overhang---------Left Fin------Right Fin-- # Type Ht Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht ----------------------------------------- LIGHTING COMPLIANCE SUMMARY -Performance Run Initiation Time: 14:49:26 LTG-2 page 13 of 21 Runcode: 2875-546993728 ·---. --------------------------------------------------------------------- Project Name: Studio Arts Multimedia ·Documentation: .Haynal & Co., Inc. ACTUAL LIGHTING POWER Name Description No of Lumin 48 11 T-12 Low Watt /2 Lamp 47 48 11 T-12 Low Watt /3 Lamp (Tandem) 49 75w Recessed Incandescent 5 400w Metal Halide 4 jDate: 4/26/1996 I jCOMPLY 24 User 2875 Watts Total per Default Watts ------- 72. 0 y 3384 --108.0 y 5292 --75.0 y 375 --461. 0 y 1844 -- SubTotal 10895 Less Control Credits (LTG-3) o Totai Proposed Watts 10895 * If not CEC Default value, please provide supporting documentation. MODELLED LIGHTING POWER BY ZONE Modelled Floor LPD Total Tailored Zone Name Occupancy Area (w/sf) (watts) (watts) ---------'------------------------------------------------------- First Floor -Offices Office 1728 1.708 2952 0 First Floor -Conf. Convention/Conference 301 1.076 324 0 First Floor -Reception Lob};)y (Office) 272 1.588 432 0 First Floor -Corr/RR Corridor/Restroom_ 1095 1.329 1455 0 First Floor -Studio Precision Industrial 1600 1.153 1844 0 Second F.loor -Offices Office 2457 1.495 3672 0 Second Floor -Conf. Convention/Conf~rence 151 1.430 216 0 -------------------- TOTALS 7604 1.433 10895 0 * Note: Tailored Allotment requires supporting documentation on form LTG-4. MECHANICAL EQUIPMENT ZONINGSUMMARY -Performance Run Initiation Time: 14:49:26 MECH-2 page 14 of 21 Runcode: 2875-546993728 ----------------------------------------·------------------------------- Project Name: Studio Arts Multimedia Documentation: Haynal & Co., Inc. SYSTEM/ZONING SUMMARY System/Zones Served 1st Floor First Floor -Offices First Floor -Conf. First Floor~ Reception First Floor -Corr/RR 1st Floor -Studio First Flo9r -Studio Storage Second Floor Second Floor -Offices Second Floor -Conf. Central/Zonal System Trane TWA048C30b Trane WCD075C300 Trane WCC042F300 jDate: 4/26/1996 I !COMPLY 24 User 2875 System Type Split Heat Pump No Sys 2 Packaged Heat Pump 2 Packaged Heat Pump 2 MECHANICAL EQUIPMENT SUMMARY -Performance Run Initiation Time: 14:49:26 Project Name: Studio Arts M'µltimedia Documentation: Haynal & Co., Inc. CENTRAL SYSTEM SUMMARY Sys No MECH-3 page 15 of 21 Runcode: 2875-546993728 jDate: 4/26/1996 I jCOMPLY 24 User 2875 No System Name System Type Sys Economizer Type 1 2 3 Trane WCD075C300 Trane WCC042F300 Trane TWA048C300. CENTRAL SYSTEM RATINGS Packaged Heat Pu 2 Packaged Heat Pu 2 Split Heat Pump 2 No Economizer No Economizer No Economizer Sys-------Heating----------------------------------Cooling----------- No Type Output Aux KW EFF Type Output Sensible EER SEER . -----. -------------------·--------------------- 1 Heat Pump 71000 0.0 O.QO DX 71000 53250 8.90 n/a 2 Heat Pump 42000 0,0 6.60 DX 41500 31125 9.20 9.70 3 Heat Pump 43500 o·. o ·1.10 DX 46500 34900 8.90 10.00 CENTRAL FAN SUMMARY ------------Supply Fa:h --,----_,_ ---Return Fan Sys No Fan Type ---------. ----- 1 Constant Volume 2 Constant Volume 3 Constant Volume .ZONAL FAN $UMMARY Zone Name None Motor Location CFM BHP ----_,_ -----------·----- Draw-Thrdugh 2500 Draw-Through 1400 Draw-Through 1600 ---------Zonal Fan Mtr No CFM BHP Eff 0.49 0.28 0.31 Drv .Eff Mtr Drv Mtr Drv Eff Eff CFM BHP Eff Eff --- 66 100 None 64 100 None 64 100 None -------Exhaust Fan Mtr No CFM BHP Eff --- Drv Eff MECHANICAL VENTILATION -Performance Run Initiation Time: 14:49:26 Project Name: Studio Arts Multimedia Documentation: ·Haynal & Co., Inc. MECH-4 page 16 of 21 Runco'de: 2875-546993728 jDate: 4/26/1996 I !COMPLY 24 User 2875 ---. ----------------------------------------------------------------------- VENTILATION SUMMARY BY ZONE Tran Floor sqft CFM Dsg Min sfer Zone Name T Occupancy Area /Occ /Occ CFM CFM CFM ------------------------------·------------ First Floor -Offices Of.fice 1728 130 15.0 199 259 60 First Floor -Conf. Convention/Con 301 is 15.0 301 151 First Floor -Reception Lobby (Office) 272 130 15.0 31 41 9 First Floor -Cor:i::/RR Corridor/Restr 1095 .130 15.0 126 164 38 F;i.rst Floor -Studio Precision Indu 1600 130 15.0 185 240 55 Second Floor -Offices Office 2457 130 15.0 284 369 85 Second Floor -Conf. Convention/Con 151 15 15.0 151 76 ------ TOTALS 1277 1299 WARNING -Total Design Mechanical Ventilation is less than Minimum Required Tailored OA {T=*) requires supporting documentation on MECH-5, Tailored Ventilation and Process Loads Worksheet PROPOSED CONSTRUCTION ASSEMBLY Project Name: Studio Arts Multimedia ENV-3 page 17 of 21 !Date: 4/26/1996 Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION . ------------------------------ Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1, Gypsum or Plaster Board 2. Insulation, Mineral Fiber, R-11 3. Gypsum or Plaster Board 4. 5. 6. 7. 8. 9. Inside Air Film I !COMPLY 24 User 2875 Assembly Name: R-11 Demising Wall(MTL) Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Metal Fra111ing Spacing: II 0.C. Framing Percent: 15.0 % Absorptivity: 0.70 Roughness: Smooth Plaster, Metal Th R-Value Fr (in) Cavity Frame 0.17 0.17 0.500 0.45 0.45 * 3.500 11.00 11. 00 0.500 0.45 0.45 0.68 0.68 Unadjusted R-Values 12.75 0.00 Weight: Heat Capacity: 4.3 lb/sqft 1.11 TOTAL U-VALUE = 0.192 ===== TOTAL R-VALUE = 5.20 PROPOSED CONSTRUCTION ASSEMBLY Project Name: Studio Arts Multimedia ENV-3 page 18 of 21 !Date: 4/26/1996 Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION I I I I I I I I I I I Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components I !COMPLY 24 User 2875 Assembly Name: R-19 Roof(R-19 on Tile) Assembly Type: Roof Assembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: II 0.C. Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame -----------------------------------------~--------------------------------- Outside Air Film. 0.17 0.17 1. Roofing, Built-Up 0.375 0.33 0.33 2. Membrane, Vapor-Permeable Felt 0.010 0.06 0.06 3. Plywood 0.500 0.62 0.62 4. Air Space * 6.000 0.80 5.94 5. Insulation, Mineral Fiber, R-19 6.000 19.00 19.00 6. Acoustical Tile, Interior Finish 0.500 1.43 1.43 7. 8. 9. Inside Air Film 0.61 0.61 --------------------------------------------------------------------------- Unadjusted R-Values 23.02 ADJUSTMENT FOR FRAMING (1 /23.02) X (0.90) + (1 /28.16) X (0.10) Weight: Heat Capacity: 6.3 ll?/sqft 2.13 0.043 TOTAL U-VALUE = TOTAL R-VALUE = 28.16 0.043 ===== 23.45 PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page 19 of 21 ------------------------------------------------------------------------ Project Name: Studio Arts Multimedia _Documentation: Haynal & Co., Inc. !Date: 4/26/1996 I !COMPLY 24 User 2875 --------------------------------------------------------------------------- COMPONENT DESCRIPTION ------------------------------ I I I I I I I I I I I I I I I I I I I I I I Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Assembly Name: Carpeted Slab On Grade Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Framing Material: None Framing Spacing: 11 O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame --------------½------------------------------------------------------------ Outside Air Film 0.17 0.17 1. Earth 24.000 4.00 4.00 2. Concrete, 140 lb, Not Dried 3.500 0.28 0.28 3. Flooring, Carpet and Fibrous Pad 0.250 2.08 2.08 4. 5. 6. 7. 8. 9. Inside Air Film 0.92 0.92 Unadjuste~ R-Values 7.45 7.45 ADJUSTMENT FOR FRAMING (1 / 7.45) X (1.00) + (1 / 7.45) X (0.00) Weight: Heat Capacity: 210.9 1:b,/sqft 42.l~ = 0.134 TOTAL U-VALUE = 0.134 ===== TOTAL R-VALUE = 7.45 ===== PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page 20 of 21 ]?roj-ect Name: Studio Arts Multimedia jDate: 4/26/1996 Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION I I I I I I I I I I --I Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Concrete, 140 lb, Not Dried 2. 3. 4. 5. 6. 7. 8. 9. Inside Air Film ADJUSTMENT FOR FRAMING I !COMPLY 24 User 2875 Assembly Name: 6" Concrete Wall Assembly Type: Wall Assembly Tilt: 61 deg {Tilted Up) Frami~g Material: None Framing Spacing: "o.c. Framing Percent: o.o % Absqrptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr {in) Cavity 6.000 Unadjusted R-Values 0.17 0.48 0.68 1.33 Frame 0.17 0.48 0.68 1.33 (1 / 1.33) x {1.00) + (1 / 1.33) x (0.00) 0.752 Weight: Heat Capacity: 70.0 lb/sqft 14.00 TOTAL U-VALUE = 0.752 ===== TOTAL R-VALUE = 1.33 PROPOSED CONSTRUCTION ASSEMBLY Project Name: Studio Arts Multimedia ENV-3 page 21 of 21 !Date: 4/26/1996 Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION ------------------------------- I I . I I I I I I I I I I I I I I I I I I I I Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components outside Air Film 1. Steel 2. Air Space 3. Steel 4. 5. 6. 7. 8. 9. Inside Air Film ADJUSTMENT FOR FRAMING I !COMPLY 24 User 2875 Assembly Name: Hollow Metal Door Assembly Type: Door Assembly Tilt: 90 deg (Vertical) Framing Material: None Framing Spacing: 11 o.c. Framing Percent: o.o % Absorptivity: 0.70 Roughness: Smooth Plaster, Metal Th R-Value Fr (in) Cavity 0.001 1. 750 0.001 Unadjusted R-Values 0.17 0.00 0.87 0.00 0.68 1. 72 Frame 0.17 0.00 0.87 0.00 0.68 1. 72 (1 / 1.72) X (1.00) + (1 / 1.72) X (0.00) 0.581 Weight: Hec;tt Capacity: 0.1 11;:,/sqft 0.01 TOTAL U-VALUE = 0.581 ===== TOTAL R-VALUE = 1.72 MANDATORY REQUIREME~TS ENVELOPE MANDATORY MEASURES (NONRESIDENTIAL) 1. Exterior manufactured doors, windows, and fenestration products shall meet the infiltration and U-value certification requirements of Section 116{a). 2. Site-construced doors, skylights, and windows shall be caulked and weather-stripped per Section 116(b). 3. All joints and openings which are potential sources of air leakage shall be caulked, gasketed, weather-stripped or otherwise sealed to limit infiltration and exfiltration per Section 117. 4. Certified insulation materials per Section 118(a). 5. Urea Formaldehyde foam insulation installed per Section 118(b). 6. Insulation installed to meet flame spread and smoke density requirements per Section 118(c). LIGHTING MANDATORY MEASURES 1. Each enclosed area shall have independent controls (per Section 131(a) and exceptions). 2. Lighting shall be uniformly reducible by one half in areas which are greater than 100 sf, exceed 1.2 watts/sf, and have more than one luminaire (per Section 131(b) and exceptions; exceptions include lights in corridors). 3. Daylit areas larger than 250 sf shall be separately_controlled and uniformly reducible by one half (per Section 131(c) and exceptions). 4. Separately metered spaces 5,000 sf or greater shall have automatic shutoff controls (per Section 131(d) and exceptions). 5. Display lighting shall be separately switched on circuits that are 20 amps or less (per Section 131(e), no exceptions). 6. Exterior lighting controlled from a lighting panel within the building shall be automatically controlled (per Section 131(:f) and exceptions). 7. Pairs of one-lamp and three-lamp fluorescent luminaires shall be tandem-wired where reasonable (per Section 132 and exceptions). SERVICE WATER HEATING SYSTEMS 1. Temperature controls and recirculating pump controls shall meet the requirements of Section 113(a) & (b). 2. Flow rates and temperature controls for public lavatories shall meet the requirements ofSection 113{b)3. 3. Unfired service water heater storage tanks and backup tanks for solar water heating shall comply with Section 113{b)4. MECHANICAL AND PLUMBING MANDATORY MEASURES Equipment and Systems Efficiency: 1. HV AC and service water heating equipment shall meet Appliance Efficiency Regulations, per Sections 111 and 112. 2. Piping, except those conveying fluids at temperatures between 60 and 105 degrees F, or within HV AC equipment, shall be insulated in ac;cordance with Section 123. 3. Air handling duct systems shall be sealed in accordance w1th the SMACNA HV AC Ducts Construction Standards, Metal and Flexible, 1985, per Section 124(a) and (b). Ducts shall be installed and insulated as provided in UMC, Chapter 10. 4. Pilot lights shall not be installed for natural gas central furnaces, and pool and spa heaters, per Section 115. Ventilation 1. Every space in a building shall be designed to have outdoor air ventilation according to Section 121(a), (b) and (e). 2. Operation and control of outdoor air shall meet the time-of-occupancy and pre-occupancy requirements of Section 121(c). 3. When a return plenum is used to distribute outdoor air to a covered HV AC unit, the ducted discharge shall be in accordance with Section 121(d). 4. Systems shall meet the completion and balancing requirements of Section 121(:f). Controls 1. Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Heating shall be adjustable down to 55 degrees or lower, and cooling shall be adjustable up to 85 degrees or higher. The control shall provide a dead-band of 5 degrees between heating and cooling. Section 122(a) and (b). 2. Heat pumps with supplementary electric resistance heaters shall have controls per Section 112(b). 3. Each Space conditioning system shall be installed with an automatic time switch, able to shut off operation during off-hours of up to four hours, per Section 122(e)1. 4. Thermostat setup and setbaclc controls are required if the summer design dry bulb temperature is more than 99 degrees F, or if the winter design temperature is less than 33 degrees, per Section 122(e)2, and its exceptions. 5. Outdoor air supply and exhaust equipment shall be installed with dampers that automatically close during periods of non-use for the areas served by the equipment, per Section 122(:f). 6. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be designed, installed, and controlled to serve isolation areas, per Section 122(g).