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2280 FARADAY AVE; ; CB921191; Permit
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( B U J L U I N G P E R M I T I Penni. t No: CB921191 A91tJll'~:i;~ 12/30/92 12:02 Pag·e 1 of 1 Job' Address: 2280 FARADAY AV Per~it Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 212-061-32-00 Valuation: 128,250 Suite: l,<',t#: Construction Type: VN Occupancy Group: B2 Refere:1ce#: Description: 4659 SF LABORATORY, 471 OFFICE Appl/Ownr : ISIS PHARMACEUTICALS CONTRACTOR *** Fees Fees: A('Jjustments: Total Fees: 2280 FARADAY CARLSBAD, CA MCKEE CONST 3655 NOBE SAN DIEG Fee description Building Permit Plan Check Strong Motiqn Fee E~1ter "Y" to Autoca. * BUILDING TOTAL Enter "Y" for Plumbing E$ch Plumbing Fixture or Each Building Sewer Each Install/Repair Water G~s Piping System *I PLUMBING TOTAL E~ter "Y" for Electric Issue Fee three Phase Per AMP Other * ELECTRICAL TOTAL > > > > Enter 'Y' for Mechanical Issue Fee> I~stall Furn/Ducts > E~ch Install/Reloc Appliance Vent> * MECHANICAL TOTAL 619 10 0 0 300 162.00 0 0 3 3 0 QTY OF CARLSBAD I Pro iect No: Dbvelopment No: ot 1213(1/92 0001 01 I C-PRMT 02 60i3-00 Status: I Applied: :! :.-:;::;uf:ri '.!..1/,:9/92 12/30/9L C:) Apr/I::;:c;ue: Entered Ev: 278-5~50 ' - ! 281~14 i 4'339933 & Credits k A* ---~--------------- 7 00 15 0() 7 00 7 00 50 9' 00 4 50 .OU 482.0U 6,r:1.3.00 Ext fee Data -~--------------- ' 741.00 482.0Cl 27.0U 2334.00 Y 2155.0() 5739.00 20.00 Y 203.00 15.0U 70.00 70.00 378.00 10.00 Y 150.00 3-100 162.00 225,100 322.00 15.00 Y 27.00 13.50 5 l). ()() 2075 Las Palmas Dr., Carlsbad, CA 92()()C) (6 ) 438-11 ~vf.,#-e>SD/ PERMIT APPUCATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PfiltMI r TYPE A -0 Commercial LI New Bu1!dmg LI Tenant Improvement B -D Industrial LI New Building D Tenant Improvement C -D Residential D Apartment D Condo D Single Family Dwelling D Addition/ Alteration D Duplex D Demolition O Relocation D Mobile Home LI Electrical D Plumbing LI Mechanical D Pool D Spa D Retaining Wall D Solar D Other_~--- 2. PROJECf INFORMATION ,< ~ip,o ~r'Lv\OAvf Nearesr"Cross Street · ' I Buildmg or Suite No. CA1t,,{S~t?JO LEGAL DESCRIPTION Lot No. Subd1V1s1on Name/Number CHEGK BEWW IF sUBMl'n'ED: D 2 Energy Cales a 2 Structural Cales D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE ~ONOFWORK SQ.FT. Sl'bO # OF STORIES PLAN CHECK NO. FSf.VAL /* ,,£~0 PLAN CK DEPOSIT?:2.. VALID.BY AL DATE , ///PQ2 0045 .11/09~/92 OOOi 01 C-PRMT FOR OFFICE USE ONLY UmtNo. Phase No. PROPOSED USE ADDRESS (o'Z-C}---~vvA-v\ z_, NAME ADDRESS CI1Y STATE ZIP CODE DAY TELEPHONE NAME (he,. l-ee.--(bN S((v(JC rr ov ADDRESS STATE STATE LIC. # STATELIC. # Workers' Compensation Declaration: I hereby afhrm that I have a ceruhcate of consent to self-msure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE 02 Certthcate of Exemption: I certify that m the performance of the work for which this permit 1s issued, I shall not employ any person m any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE s. OWNER-BOllDEll DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contracto?s License Law for the followmg reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's Llcense Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). D 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 Llcense Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's Llcense Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUiilllNG PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES ONO IF ANY OF THE ANSWERS ARE YF.S, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED Afl,'ER JULY 1, 1989 UNLFSS THE APPUCANT HAS MET OR IS MEETING THE REQUIREMENTS OF TIIE OFFICE OF EMERGENCY SERVICES AND THE AIR POU.UTION CONTROL DISfRICT. 9. OONS'nlOC'l'ION 1J!NoING AGRNCY I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) OVJI Code). LENDER'S NAME LENDER'S ADDRESS Io. APPIJCANT CERTMCAi'lON I certify that I have read the apphcatton and state that the above mformauon 1s correct. I agree to comply with all City ordmances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I AI.50 AGREE ID SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARISBAD AGAINST AIL IJABilJTIES, JUDGMENTS, COSTS AND EXPENSES WIIlCH MAY IN ANY WAY ACXllUE AGAINST SAID CITY IN OONSEQUENCE OF TIIE GRANTING OF TIIIS 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 permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANTS s GNATUJ,lli DATE: l<lf/µ WHITE: File YEIJ..OW: Applicant PINK: Finance ) t ( 'l, , "' .: ., ~ •. ' r PERMIT'# CB921191 CITY OF CARLSBAD INSPECTION REQUEST FOR 05/26/93 471 OFFICE DESCRIPTION: 4659 SF LABORATORY, TYPE: ITI STE: INSPECTOR AREA MC ·PLANCK# CB921191 OCC GRP B2 CONSTR. TYPE VN LOT: JOB ADDRESS: 2280 FARADAY AV APPLICANT: ISIS PHARMACEUTICALS CONTRACTOR: MCKEE CONSTRUCTION OWNER: PHONE: 619 278-5750 PHONE: 4539933 PHONE: REMARKS: MH.431-2369 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS--PERMIT# SE.890096 SE910009 AS920093 FA930005 WDP02028 TYPE swow swow ASTI FALARM WOP STATUS ISSUED ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 4.9 ME Final Mechanical Af------=t--- -------------------------------------------------------- ***** INSPECTION HISTORY***** DATE 052093 040693 040593 040593 040293 040293 032693 032693 032693 032693 032693 032493 032393 031293 031293 031193 031093 031093 031093 030593 030393 022493 DESCRIPTION Final Combo Interior Lath/Drywall Frame/Steel/Bolting/Welding Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough/Ducts/Dampers Rough Electric Frame/Steel/Bolting/Welding Rough/Topout Rough/Ducts/Dampers Interior Lath/Drywall Rough Combo . Frame/Ste~l/Bolting/Welding Rough/Ducts/Dampers Interior Lath/Drywall Interior Lath/Drywall Rough Electric Frame/Steel/Bolting/Welding Rough/Ducts/Dampers Rough/Topout Unde_rground/Under Floor Final Combo ACT INSP CO MPC AP MPC PA MPC NR MPC AP TP AP TP PA MPC PA MPC PA MPC PA MPC CO MPC AP TP · CO TP PI MPC PA MPC PA MPC PA MPC PA MPC PA MPC AP TP PA .MPC PI MPC . COMMENTS SEE INSP NOTES RM 35/34 SEE INSP NOTES 1 HR WALL DAMPERS@ 1 HR WALL RM 30 CEIL/LIGHT FXTS CEILING GRID RM 30 A/C REGISTERS SEE INSP NOTES T-BAR GRID RMS 34 & 35 SOUTH WALLS ZONE "B" WALLS IN WALLS ZONE B WALLS/EXC RMS 34&35 ZONE B PLUMB IN WALLS SINK & TRAYS ZONE "B" WASTE LNS SEE INSP NOTES ' { ( PERMIT(#". CB921191 DESCRIPTION: 4659 SF TYPE: ITI JOB ADDRESS: 2280 CITY OF CARLSBAD INSPECTION REQUEST FOR 05/26/93 LABORATORY, 471 OFFICE FARADAY AV STE: INSPECTOR AREA MC PLANCK# CB921191 OCC GRP B2 CONSTR. TYPE VN LOT: ***** INSPECTION HISTORY***** DATE 021693 021693 021693 021693 021693 021693 021693 021693 020993 020993 020993- 020993 020993 020493 012993 012793 012793 012793 012793 012093 011593 011593 011593 011493 011393 011393 011393 011293 011293 011293 010593 010593 123192 123192 123192 DESCRIPTION Rough Electric Rough Electric Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough/Topout Rough/Topout Rough/Ducts/Dampers Rough/Ducts/Dampers Rough Electric Frame/Steel/Bolting/Welding Rough/Topout Rough/D~cts/Dampers Gas/Test/Repairs Rough/Topout Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough/Ducts/Dampers Rough/Ducts/Dampers Interior Lath/Drywall Rough/Ducts/Dampers Rough/Ducts/Dampers Interior Lath/Drywall Interior Lath/Drywall Rough Electric Rough/Topout Gas/Test/Repairs Rough Electric . Frame/Steel/Bolting/Welding Rough/Topout Frame/Steel/Bolting/Welding Steel/Bond Beam Underground/Under Floor Rough/Topout Rough/Topout ACT INSP 'PA MPc' PA MPC PA MPC PA MPC PA MPC PA MPC PA MPC PA MPC PI MPC PI MPC PI MPC PI MPC AP MPC PI MPC PA MPC AP MC AP MC CO MC PI MC PA MC PI MPC CO MPC PA MPC PI MPC PA MPC PA MPC CO MPC PA MPC PA MPC PA MPC PI MPC ·AP MPC PA MPC PA MPC CO MPC COMMENTS ZONE "A" LIGHT FXTRS & CLNG ZONE A LIGHT FXTRS & CEIL ZONE "A" CLNG GRID ZONE A CLNG GRID ZONE "A" ZONE A ZONE "A" ZONE A ZONE A CEILING ZONE A CEILING VENT REWORK ZONE A CEILING LAV CAP SINKS DRAIN LINES ZONE A DUCTS,SA,RA,& EA NEW EQUIP PLATFORM,ROOF TOP ROOF DIAPHRAGM,ADD'L NLNG SEE INSP NOTES REST OF ZONE "A" ZONE A SEE INSP NOTES ZONE A ZONE A ZONE A WALLS ZONE A SEE INSP NOTES ZONE "A" WALLS ZONE "A" WALLS ZONE A W/V/ & H20 LNS DOWELS/SLAB RESTORATION ZONE "A" WASTE LINES SEE INSP NOTES SEE INSP NOTES RECEIVFn MAY 2 4 1993 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING )'IRE PLANNING U/M WATER PLAN CHECK#: CB921191 PERMIT#: CB921191 PROJECT NAME: 4659 SF LABORATORY, 471 OFFICE ~ ADDRESS: I"-2280 FARADAY AV, CONTACT PERSON/PHONE#: MH/DOUG/431-2369 SEWER DIST: CA WATER DIST: CA DATE: 05/20/93 PERMIT TYPE: ITI INSPECTEJ.t) BY: (!_, {;µct,_ c1 DATE ..,,I .·J INSPECTED: ~P.,Vj',,3 APPROVED ~ DISAPPROVED I INSPECTED BY: INSPECTI~p BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED February 17, 1993 Pat Kelly City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 ISIS PHARMACEUTICALS :,1 Re: ISIS Pharmaceuticals Building 2280 Faraday Avenue Dear Mr. Kelly, Isis Pharmaceuticals would like to occupy Area "A" of the tenant improvement remodel located at 2280 Faraday Avenue. We realize the entire tenant improvement that was permitted is not totally completed. Allowing Isis Pharmaceuticals to occupy Area "A" enables. us to move our personnel out of Area "B" so Area "B" can be remodeled. The phasing of the tenant improvement remodel will enable Isis Pharmaceuticals to maintain a safer working environment for its employees. If you have any questions or comments.please contact me at (619) 431-2369. Sincerely, 7,,/~ Doug Silveira Project Manager ;i.-/ fz -1/9 / ~A o/2-fa==tJ~ I~~ h,s ;;e--m,..,. ~M-- c:/ -r:r Carlsbad Resenrch Center J~iJ2 Farnda) Ave11n· Carlsb,td. CA ()200:-: 619 .._ (J:\1 " 9200 FAX (il9 .._ ()_,I A %.\t) ESGIL CORPORATION 9320 CHI;,SAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 DATE: ,~-,o-'1-z.., JURIS.DICTION: QAPPLICANT quRISDICTT~? PLAN CHECKE PLAN CHECK NO: SET: OFILE COPY QUPS QDESIGNER PROJECT ADDRESS: -z..z,go ffttf:-14-[)A-f/l fH)Gf' ., PROJECT NAME: Tl, (oFFtc.,,€$ ~ !...iC/--Bt?R1q-1oe1es) I $/ S D -~ D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building _codes. The plans transmitted herewith will substantially comply with the jurisdic~ion's building codes when minor deficien- cies identified 5ez?" ~GNA-t:.fc.9:, 6.-Gl-,l, V are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil·corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. O The· applicant's copy of the check list has been sent to: 1/ 181 Esgil staff did not adVise the applicant contact person that ,~~or} plan check has been completed. /2 O Esgil staff did advise applicant that the plan check ~ ,/) been completed. Pe contacted: ~ CY17-#' Date contacted: _ _,.'-\+-------Telephone# -<~ fJ rg;} REMARKS : / ~ (J./fec..K_ tit ,q-L '3. t;;-rs. o F-Pc..r1-1vs -~ C.,4-L.bs o\\~,e::_... $1 bl'J lr'IUJe-e-3 , .a.-J, C!.-/ Tlj '/" O V Li-;eJ F!j ,~,, t/-ft' Ft.-t.l-1 C::- /j-,)bPS . ~-u I L, f-14-/3!2"L. ~D FO ,e_ CL,4S s I , By:· ff-er? DOl./t?fJ-r~ ESGIL CORPORATION 0GA DcM Enclosures: -----------J Z. -C/ -1 'Z- --- DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 JURISDICTION: PLAN CHECK NO: SET: PROJECT ADDRESS: Z-~<20 fPr~fl-011-~ PROJECT NAME: T '"J_, ( O rF I 0-1.7<::,. D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans t_ransmi tted herewith wil 1 substantially comply with the jurisdic~ion's building codes when minor deficien-cies identified _____________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plaps are submitted for recheck. The applicant'~ copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: T)t>!V p, T-f.1_J1N I ; G/'t-N 'Plfa:_.0 Cir• '72-/0 / ) fgEsgil staff did not advise the applicant contact person that ~ plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: _________ Telephone# _______ _ D REMARKS: -----------------:------------ By: ~IF "j)()L.1e;Jrt£ ESGIL CORPORATION ~GA rg)cz-1 Enclosures: -----------11 -z.;--C/ e, JURISDICTION:_..,.O::;..a..4..:.,U.._.;;;.$...;P.>""-'--/4.:...D ______ __,Date plans received by plan checker: __ ! J_-_2_S-__ -_CJ_"2_ PLAN CHECK NO. :_q_z.._-_l_/_1_/ ___ Date plan recheck completed: I 3/~)' 2.By: A-8 tT (> ~,c;-PROJECT ADDRESS: __ z._z.-_<S...;;0 ____ ___,_F __ '/4.......;;.e..:.;t:;;.=~"---'-lr--,~1---...an...;_ v _______________ _ TO:_~P __ 'tJ..:../J ____ P_l_'T __ M_,4-___ /\} ______________________ _ RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained· in the Uniform Building Code, Uniform Plumbing Code, Uniform~echanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. ~ 0 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been 0 returned to you by the jurisdiction, to: 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 check sheet with the revised plans. S-I C-ffeC!:::..--Fl Iv 14-L 0 The following items have not been resolved from previous plan reviews. The original correction number has been given for your 0 reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages contairiing the still outstanding corrections. Please contact me if you have any questions regarding these items. 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 to the plans not resulting from this correction list? Please check. _____ Y.es ------=No ,;;J, t 7~. Building entrance(s) shall be identified ___ by sign with the International Symbol of Accessibility. Show location on plan. ---The symbol shall be a white figure on ___ blue background. 2-522(b) N GC/-fl9-A.JI C-,4-L Form No, RPCS,41290 1cnOK:_Q,=.;.Jt,1.UB.-L-=~--:B ...... &.a..::D=-----PAGE: ___ l__.1,.__\ -.·' PUJ{ CBECX m,mER:--=.9--='l=---'LJ.\-=9'--'I _____ _ SET:. __ T......;..;..__ n>.n:: \\ I \21 92._ PI.AH QIECKER: CHUCK MENDENHALL /- /- / /- Submit complete electrical plans reflecting the full extent of work to be performed, including but not limited to the following as applicable. Submit complete service and feeder one- line diagram. REC 215-5. Show the Available Fault Current. (Isc) from the Utility Co. and at equipment ,/ Show locatio~ of Service{s). r· NEC 110-161 230-2. /· Specify dimensions of equipment rated 1200 amps or more. ~ 110-16(c). ,t_ Provide the required access and entrance /-• to working space for equipment rated 1200 amps or more and over 6 feet wide. NEC 110-16(c). where the Isc exceeds 101000 amps. ~ • Show location of all panels,· load Show the ampere interrupting capacity centers, switchboards, and transformers. (AIC) ratings of service and subservice NEC 110-16; 240-24., 300-21. equipment. REC 110-9., 230-65. ~ / • Provide the required working space about Show the method used to limit fault electrical equipment. NEC 110-16. currents to 10.,000 amps on branch @ circuits. Show fuse letters if used 23 Submit complete panel schedule(s). FoR.. Ue.w 1 (i.e., J.JN, A3T, LPN). 'D.. ~'E' , / · ~-Provide overcurrent protection on the ~ tt N '- • Show fuse/breaker size(s). NEC 240-6. / secondary side of transformers. NEC 240-· 21 Ex., 384-16(d). · / Show each building disconnecting means. . ~ /: ·, ~ 230-84. · · • Provide required transformer ventilation. 450-9. s ow conduit and w~re sizes.foa. ALL ~EW C\R.C.urr~ . · f\. , . ovide receptacle(s) within 25 feet of ~~ecify wire type (AL or CU) and · HVAC equipment. tlMC 509. insulation (i.e. l'HWN). NEC AR:J: 310. ~ . . • Provide the required 20 amp 1200 VA sign vf. Show the approximate length of feeders. circuit(s) and receptacle(s). NEC 600-/"v~ · 6(b)(c). . . ~ Show the grounding system required for r r-each building, structure, or service. NEC • Provide 11uniform11 pattern lighting within 250-24., SO(a)., 8l(c). sight of multiple switch lighting ,,{_ Show the •inearest electrode" used for r-each transformer secondary ground system (i.e., bldg. steel, cold water pipe). ,F 250-26(c). · - f ~ow t~e grounding electrode conductor size and wire type (AL/.CU). NEC 250-94. 14. Submit load calculations. Include long continuous loads (LCL) and largest motor loads. NEC JJa. 220. • Show/Identify new loads proposed' for the existing equipment. ~dicate main service size and total !load. Tl+\~ ToTAL lo An l~LUCE.S fJl:W 1-Ex ~ecify wiring methods (i.e., EMT, Metal Conduit). controls. CAC Title 24, 5319. -1'. When two or more exits ~e required, show /-exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second power source (battery or generator). NEC 700- 16/UBC 3314. ~ In all occupancies where the exit system r· st::rves 100 or more occupants, provide a . minimum of 1 footcandle emergency illumination at the floor level and specjfy a second power source (battery or generator). NEC 700-16/UBC 3313. the recheck recess note on this list (or a· copy) -where each correction item has been addressed. i.e., plan sheet, specification, etc. Be sure to enclose the marked up list -when you submit the revised plans. ncoc1!:) 'oe. Any questions on electrical corr~ctions please contact ~e plan checker shown ~bove at Esgil Corporation at (?19) 560-1468. Thank you. · ... ··, .. --_ .. .-:·... . i{:~"i. ·':: t::.:.,.: KEQIAI{ICAL, ~, 12lERGY PLAN CORREC:rIOH SHEET -lURISDic::rION:,_-,--_e=,4-__ 1'.--='---5 .... d--.d __ O=----DATE: //-/O -9 '2- PLAN aiEclaiR: ~ ADAMEK D--- £ 1) Alo rd' ANY tO~cr-s ~O,u ti tf' YI v /',. ~t. AM~ ,4-n.-, i,., , ~1 .. ,uf'S /t-to;-tcI I --I/ A ,,0() "-c; (:') It. C>~ /~A,u /t} % C> t:: J 7 ..5 L.. t'), I ,f:".,,,,_ /-1.,,.AM M.14-A ,, ,.,,. ,_, ~IM F'"r / ~ ,, PL.~ ,-,,,,tfA-'3,l.a // A-/Oon.. O;t_ r-, II . t:., .-{:I _c; u .,A-1 (' <::; l"'rC .. /?fo • J I lo -z... e ,,~ o ~ ,?~ e!-.,,. .X .>-t' A(:.( s 7 /Vo -r'a_ 11 n ~.1 r.-r ~O,t./~ :2) 7"' H 15 IP tS ,IQ.. ,;,,.J_.,-,, L~l-t-),..r;-t. L l'.-1 I 7" 0-U ., Pao t:)I,,( c...-r -to A./ I/er Y,A.> c:; L)t,( (:..?", ltM r-i <::; J.?C!..7/'n //6 z. . (1_ t::),? ~ I 'rC-1" II~ ,,,..XH,4,-~-=.-;;-/)uc.-r ~ore~ .J(/,., "7' r 1"' • I/ . c:::::; Ha 1. • .1 <1o~ ~.! /4.u I!" d .~ 1 1·-?H /JM.C. ~Hl'rP?'d'~ ~ - }j, CODE >RT T. 1 1 I 1 I 1991 UNIFORM-MECHANICAL CODE 1101-1103 Chapter 11 VENTILATION SYSTEMS AND _PRODUCT-CONVEYING SYSTEMS Scope Sec. 1101. This chapter applies to environmental air ventilation systems that are not a part of a heating or cooling sys.tern and to product-conveying duct systems. For commercial hood and kitchen ventilation systems, see Chapter 20. Definitions Sec. 1102. For the purposes of this chapter, the following definitions apply: ENVIRONMENTAL AIR DUCT is ducting used for conveying air at temper- atures not exceeding 250°R to or from occupied areas of any occupancy through other than heating or air-conditioning systems, such as ventilation for human usage, domestic kitchen range exhaust, bathroom exhaust ducts, and domestic- type clothes dryer exhaust ducts. FLAMMABLE VAPOR· OR FUMES is the concentration of flammable constituents in air that exceeds IO percent of its lower flammability limit (LFL). PRODUCT-CONVEYING DUCT is ducting used for conveying solid partic- ulates, such as refuse, dust, fumes and smoke; liquid particulate matter, such as spray residue, mists and fogs; vapors, such as vapors from flammable or corrosive liquids; noxious and toxic gases; and air at temperatures exceeding 250°F. · Motors, Fans and Filters Sec. 1103. (a) General. Motors and fans shall be sized to provide the required air movement. Motors in _areas which contain flammable vapors or dusts shall be of a type approved for such environments. A manually operated remote control installed at an approved location shall be provided to shut off fans or blowers in flammable vapor or dust systems. Electrical equipment used in operations that generate explosive or flammable vapors, fumes or dusts shall be interlocked with the ventilation system so that the equipment cannot be operated unless the ventilation fans are in operation. Motors for fans used to convey flammable vapors or dusts shall be located outside the duct or shall be protected with approved shields and dustproofing. Motors and fans shall be accessible for servicing and maintenance. (b) Fans. Parts of fans in contact with explosive or flammable vapors, fumes or dusts shall be of nonferrous or nonsparki_ng materials or their casing shall be lined or constructed of such material. When the size and hardness of materials passing through a fan could produce a spark, both the fan and the casing shall be of nonsparking materials. When fans are required to be spark resistant, their bear- ings shall not be within the airstream, and all parts of the fan shall be grounded. Fans in systems handling materials that are likely to clog the blades, and fans in buffing or woodworking exhaust systems, shall be of the radial-blade or tube- axial-type. 107 ll (,' DATE: ll--17-9Z-: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 JURISDICTION: CARLSBAD. APPLICANT JURISDIC ~ -P-I:;:A"N CEECKE PLAN CHECK NO: -'1 Z -I 17'} SET: L OFILE COPY QUPS QDESIGNER PROJECT ADDRESS: c1-Zg>O FJ4-1c-!4-PYJ0 ;9v& I PROJECT NAME: -r::r. ( ofr1 Cf?~ -=:! LA·B..o IZ. JCJ-TO!e.-1 ~~ ) D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified-:---=-------~,---are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck . . Q ~he_apd~lti~antt's copty oftthethcheck1~isttis entclotsed for the Juris ic ion ore urn o e app-~a~ person. {g) The applicant's copy of the check list has been sent to: DON PtTHfi-N -='---"---......;....--'--=----------------------------··. bZ,f./.; f5el}/tJ-Dw;qlJ I svLtr!Z" -zoo,. 514-AJ-· 01 ~ c14 ... ? 2.. 101 1ZJ Esgil st~ff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: ---------Telephone# _______ _ 0 REMARKS: ________________ _, _________ _ By: 11--B E:, Do LI G"N78" Enclosures: -----------ESGIL CORPORATION //-/!J _ Cf -z_ ~GA ~CM q-z-11c;/ PLAN WECK NO.: ______________ _ JURISDIC'IION:_CARLSBAD===------------ Plt/vf/9/J e eo r9-r? w l'tlJ 1Jt€60 C/rttZ/ PROJECT DATA '1 OCCUPAHCY:_ ..... J?"---_._Z-___ _,_: _____ _ Off/ c.. c;-/ L14 Bo f:-14-'70 R lf BtllI..DING USE: ' V-tJ TYPE OF CONSTRUCTION: ___ ....__ _______ _ ACTUAL AREA: ~ f '?;)0 Sf" C.r Jr C)f)L~) ALLOWABLE AREA: ______________ _ S'l'ORlES: _________________ _ HEIGHT: __________________ _ SPRINKLERS: __ ~---~-~------ OCCUPAH'.J: LOAD: __ 5_-_'z. _________ _ ~= IL 4-I I !.J.J!E ~ !:::,- q-; , s-r t 1 ~ .: 4 7 Date plans received by jurisdiction: Date plans received by Esgil Corporation: ll -/0 -C/Z,,, Date initial plan check completed: / 1-/ 7 -92-By: fl-C;J.8' Applicant contact person: 1:)0/J Pt1H1i-lJ Te1.(w11) 2-3t;p-l'1 l<J FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National ~lectrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Code sections cited are based on the 1991 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e. 1 plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NO'.l:E: PAGE NUMBERS ARE NO'! IN SEQUENCE AS PAGES HAVING NO ITfflS HEEDING CORREc:rIONS WERE DELETED. LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC 0 Please make all corrections on · the original tracings and submit two new sets of prints, to: 0~ 0 0 G Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal O'l·mer and name of · person responsible for the preparation _r;,f. the plans. Section 302 ( d) • · Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. ~ 1¼"t..Dv0 Plans and calculations shall be signed by the california state licensed engineer or architect where there are structural changes to-existing buildings or structural additions. Please include the california license number, seal; date of license expiration and date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 302(d). Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. When the c~acter of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide ~omplete details to show the building with comply. Section 502. UBC Section 304 require$ the Building Official to determine the total value of all construction work pr9posed under this permit. The value shall include all finish work, painting; roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. 8/4/92 G 0 14. 15. 16. 0 0 ?/· On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occul@I'cy classifications of the remodel area and e occupant load of the remodel areas and the floor where the tenant improvement is located. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. A complete description of the activities ,md processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a foi,n that would make classification in Tables 9-A and 9-B i'Ossible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 90l{f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not les.s that required for a one-hour occupancy separation. Section 404. The number of control areas within a building used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote l, Tables 9-A and 9-B. The aggregate quantity of any hazardous materials "in use" and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1991 UBC, llMC and UPC and 1990 NEC. Provide a fulli dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d). Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising ,;alls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof-ceiling assemblies. Foe 2 ~- Y· e 0 ~- Identify existing walls to be, removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Show safety glazing in the following locations, per Section 5406{d):. a. Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed postion (unless there is an .intervening wall between the door and the glazing or if the glazing is 51 -0" or higher above the walking surface). b. Glazing greater than 9 square feet with the bottom edge less than 1811 above the floor and the top edge gr~ter than 36" above the floor (unless the glazing is more than 3611 horizontally away from walking surfaces ·or if a complying protective bar is installed). c. Glazing in sho\)'er and tub enclosures (including windows within 5 feet of tub or shower floor). Provide a section view of all new-interior partitions. Show: (a) (b) (c) (d) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate 11to be ICBO approved". Method of attaching top and bottom plates to structure. · (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). . Wall sheathing material and details of attachment (size and spacing of fasteners). Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Provide notes and/or details to show that the 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. Sectio~ 510(.b) .•. . -. Note on the plans: "All interior finishes must comply with Chapter 42 of the UBC". Specify "Class Ill flame spread rating· (minimum) for A;L-L ,t=t-(Z(:;:}4-.> ,11 Note on plan that suspended ceilings shall comply with UBC Tables 47-A and 23-P. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). 7/8/92 I I G In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s. f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516{f). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail · sales shall be separated from the public area by a one-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. Section 702(c), An automatic sprinkler system shall be installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area of such unseparated rooms and assembly uses exceeds 5000 square feet. Section 3802(c). The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The width of the required level area on the side into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section 2-3304, Title 24. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705(c). A ______ -hour occupancy separation is required between _____ ....,. __ occupancy and the _____ o.ccupancy. Table 5-B. Ducts penetrating occupancy or area separation walls must have fire dampers. Section 4306 (j). In areas where the occupant load exceeds __ , two exits are required. See _______ _ Table 33-A. Provide an exit analysis plan (may be 8 1/2" x 1111 or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). 3 jl. 0· e G The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(a). Rooms with more than 10 occupants Jliay have~ exit through .Qng adjoining room. Revise exits to comply. Section 3303(e). Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 3314 (a).· Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). Show the locations of existing exits from the building and show the path of travel from the remodel area to the exis~ing exits. Note on the plans: "All _exits are to be openable from inside without the use of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR IO REMAIN UNLOCKED DURING BUSINESS·HOURS 11• This signage is only allowed at the main exit. Section 3304(c). Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). Exit doors should swing in the direction of egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304(b). Applies to door(s) ___ _ Regardless of occupant load, a floor or landing not more than l/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 111 maximum where. not used for disabled access). Section 3304(i). Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305{d). Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(h). Provide panic hardware in Group A,E,H-l,H-2,H-3 and I occupancies. Chapter 33. Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic ·hardware. Section 3304(b). 5/28/92 s/. I Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305. Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Corridors serving less than 50 occupants may be a minimum of 36 inches in width. Section 3305(b). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e). Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance or clearly show on plans which of the following exceptions has been satisfied: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. d. Within office spaces occupied by a single tenant, partial height partitions which form corridors and which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 1705 and are not more than three fourths of the floor- to-ceiling height. Section 3305 (g). Section 3:305(g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space ~f the occupant load in the space ~xceeds 100. Section 3305(g), Exception 5 does not apply to common corridors where the corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.). Section 3305(g), Exception 5 is applicable only for corridors on one floor; the corridors on the lower level(s) must be rated if these lower corridors have openings into them from other levels. 4 rj.' ' If non-rated corridors are used per Section 3305(g), Exe. 5, provide a reference to the corridors on the floor plan, noting: 1. Corridors are non-rated per Section 3305(g), Exception 5. 2. Smoke detectors shall be maximum 301 on center. 3. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked FIRE ALARM CIRCUIT CONTROL, with a lock-on device. If a tenant space utilizes Section 3305{g), Exception 5, then that . tenant space shall be separated from adjacent 'spaces by a demising ·.:all constructed as for-a one-hour corridor wall. Clearly show where the non-rated corridor system terminates and a rated corridor system · commences. One-hour fi,re-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 4306{b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h). 5;( 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 3305(h). (. Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. ¢: Provide a complete architectural section of the corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for_ all .floors, walls, ceiling and all penetrations. Section 3305{g). Show the location of fire dampers. Provide fire dampers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor ceilings. Combination fire/smoke dampers are required at duct penetrations of rated corridor walls. Section 4306{j). 8/4/92 Ii. If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. If building exceeds two stories and has an elevator opening into a rated corridor, show how the smoke and draft control provision of Section 3305(h) will be met. Either provide a separated elevator lobby or a second door at the elevator entry meeting the provision. Section 3305(j). If a second door is provided at the elevator entry, note that it will be readily openable from the car side without a key, tool or special knowledge or effort. Section 5106. 1/. New provisions in Chapter 43 of the 1991 UBC require special treatment of penetrations at fire-resistive assemblies. Provide typical details on the plans showing how the fire- resistive integrity will be maintained at the following conditions {Include the manufacturers• names and ICBO numbers (or equal) for any sealant): I. A. TiiROUGH-PENETRATIONS {through the entire l. 2. B. 1. 2. assembly): Fire-resistive bearing walls and/or walls requiring protected openings shall have penetrations protected with through- penetration fire stops having an F- rating, I-rating or complying with UBC Standard 43-1, depending on their locations, sizes and combustibility. Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having and F-rating, I-rating or complying with UBC Standard 43-1, depending on their sizes, combustibili·ty and whether the penetrations are in walls above. MEMBRANE-PENETRATIONS ( through only one side of an assembly): Fire-resistive walls (whether bearing or not and whether requiring fire protected openings or not) shall have penetrations protected with membrane-penetration fire stops having an F-rating or complying with UBC Standard 43-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 10_0 sq. in. for any 100 sq. ft. of wall) require no protection. Fire-resistive ceilings shall have no penetrations, except for noncombustible sprinkler pipes and steel electrical outlet boxes as descr~bed above. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. Provide a note on the plans stating "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 4304 and 430511 • 5 I ,1 I • 7;t. 71. JS· -pf. ~- ~- ~ &(. ~- ~- ~- {!. Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). If nonflammable supply cylinders for medical gas systems are located inside buildings, show how they comply with UBC Section 702(c)4. ELECTRICAL Submit plan showing location of all panels. Submit panels schedules. Submit eiectrical load calculations Indicate e~i~ting ma~n service size. Indicate existing total main-service load. Indicate new additional loads. Indicate wiring method, i.e. EMT, metal flex. Show exit signs on the electrical lighting plan(s). As per Section 3313 and 3314 of the 1991 UBC, provide two sources of power to exit signs and exit illumination. Provide receptacle(s) within 25' of HVAC units. UMC Section 509. Provide multiple switch lighting controls per Title 24, Part 6. MECHANICAL Provide mechanical ventilation .in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to eq1:1ipment. Detail access and working clearances to HVAC equipment. Detail· disposal of main condensate drainage from air conditioning tmits. (UMC ,Section 510) Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space. (UMC Section 1205) Fire rated corridors are not to be used to convey air to or from rooms. UMC Section 1002. 8/10/92 JI,. PinmIHG Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. Provide drain, waste and vent plans. Provide water line sizing calculations. UPC Section 1009 • Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). Show 1/411 per 1211 slope on drain and waste lines. UPC Section 407. Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. Note on the plans that new water closets and associated flushometer valves, if any, shall use no more than 1. 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard All2.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard All2.19.2. H & S Code, Section 17921.3(b); ENERGY ~ Provide complete energy design calculations, \J including all existing design and new energy design for this building. See attached non- residential energy desi~ checklist. For remodels in an existing conditioned space, show that the remodeled space will not use more energy than the existing space or show the remodeled space will conform to latest energy design standards. CITY OF CARLSBAD SUPPLEMENr 102. Floor drains must have auto-prime (City Policy). 103. A grease interceptor is required. Show details complying with City Policy 83-34. 104. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). 6 105. Condensate drains must connect to a wet trap ( dry traps are not permitted). (Memo 1/14/83). 106. Show fans are duct type; City Policy does not permit ductless fans. 107. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) 108. All roof-mounted equipment shall be concealed from view. Provide structural detailing for the screening. 109. All panel boards ~hall have a minimum 100 amp rating or approved by the Building Official. 110. Only tank-type water closets that use an average of l. 6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only' when toilets are being replaced in existing bathrooms or installed in new bathrooms. MISCELLANEOUS C\ Please see additional corrections or remarks v::;,J that follow. ~ To speed up the recheck process, note on this CJ list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. r,';:;\ Please indicate here if any changes have been '::J made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from thi~ correction list? Please check. ____ Yes _____ N.o 8/10/92 .The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these p;an check items, please contact ________ _ A-BG-DOLi ~ /vi~ at Esgil Corporation Thank you. Enclosures: l. ____________________ _ 2. ______________________ _ 3. _____________________ _ 7 -,•,, .JtJRISDicr.IOH:, ___ .,;;;.~...;.A:~'f<;;,..:.L=.S-""(3"-'-.4....__~------- PLAH CHECK NDMBER: __ ....:9,_~_-1.;..;.'/__.,~....;../ ______ ___ A ~~-I {!,, M ,4-,, •. J.c ~ ,() ~= 11-10-9-z....... II GLEN ADAMEK PLAN QlECKER: D ' D--- - .TID@)lc±IOH: Q AR L~ 'BA: D PLAN CHECK NUMBER:---=-9_'2. ___ -_\ ....... \ __ 9_( ___ _ PLAN am.:KER: CHUCK MENDENHALL / /- / /- Submit complete electrical plans reflecting the full extent of work to be performed, including but not limited to the following as applicable. Submit complete se~ice and feeder one- line diagram. NEC 215-5. Show the Available Fault Current (Isc) from the Utility Co. and at equipment where the Isc exceeds 10,000 amps. Show the ampere interrupting capacity (AIC) ratings of service anq subservice equipment. NEC 110-9, 230-65. / Show the method used to limit fault /'" . currents to 10 ,ooo amps on branch circuits. Show fuse letters if used (i.e., JJN, A3T, LPN). /. Show fuse/bre<!,ker size(s). NEC 240-6. · / Show each building disconnecting means. /" • NEC 230-84. PAGE: \ I 1 SKJ:: __ I __ DATE: \\ ,\ 2. / 92_ ,L Show locatio~ of Service(s). /-· NEC 110-16, 230-2. r- Specify dimensions of equipment rated 1200 amps or more. NEC 110-16(c). Provide the required access and entrance to working space for equipment rated 1200 amps or more and over 6 feet wide. NEC 110-16(c). Show location of all panels, load centers, switchboards, and transformers. NEC 110-16., 240-24., 300-21. J_ Provide the required working space about /£. electrical equipment. NEC 110-16. 0 Submit complete panel schedule(s). tt:iR.. \Jaw . f'A~EL.$ ~-Provide overcurrent protection on the / secondary side of transformers. NEC 240- 21 Ex • ., 384-16(d). Show conduit and .wire sizes .fo1' ALl ~EW C\R.CU\~ Specify wire type (AL or CU) and Provide required transformer ventilation. NEC 450-9. ;::;\Provide receptacle(s) within 25 feet of ~HVAC equipment. UMC 509. insulation (i.e. THWN). NEC ART 310. Show the approximate length of feeders. Show the grounding system required for each building, structure, or service. NEC 250-24, 80(a), 8l(c). Show the •inearest electrode" used for each transformer secondary ground system (i.e., bldg. steel, cold water pipe). NEC 250-26(c). t,:'\ Show t~e g~ounding electrode conductor \:::.:/ size and wire type (AL/CU). NEC 250-94. 14. Submit load calculations. Include long continuous loads (LCL) and largest motor loads. NEC ART 220. ,,)l1'. Show/Identify new loads proposed for the existing equipment. r,;\ Indicate main service size and total \::I~ Ti+lS. ToTAL L6ftn ltJC..LUDE..S fJl:W ~ Specify wiring methods (i.e., EMT, Metal \.:::.;)conduit). Provide the required 20 amp 1200 VA sign circuit(s) and receptacle(s). NEC 600- 6(b}(c). Provide "uniform" pattern lighting within sight of multiple switch lighting controls. CAC Title 24., 5319. "'· When two or more exits are required, show /-exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second power source (battery or generator). NEC 700- 16/UBC 3314. ~ In all occupancies where the exit system r• Serves 100 or more occupants, provide a . minimum of 1 footcandle emergency illwnination at the floor level and specjfy a second power source (battery or generator). NEC 700-16/UBC 3313. I'::'\ To speed up the recheck process, note on t Ex\ST. V this list ( or a copy) where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. Fu""'e.. nocd~ 'oe. Any questions on electrical corrections please contact the plan checker shown above at Esgil Corporation at (?19) 560-1468. Thank you. 09/04/92 0 ,I DISABLED ACCF.SS REQUIREMENTS FOR REMODEI,S (including alterations, structural repairs, additions, tenant improvements and occupancy chan~es) GENERAL Full access 0 Path (a) (b) (c) (d) (e) compliance is required for ~emodeis including: of travel to remodeled area •. Parking Walks Hazards Curb Ramps Ramps Elevators G) (f) Primary entrance to remodeled area. (a) Entrances G) © (b) Exit Doors Sanitary facilities serving remodeled area. Drinking fountains and telephones serving remodeled area. REMODELS LESS THAN $72 ,1,35 When remodels arc valued at less than $72,1,35 access compliance may be limited lo lhe specific area being remodeled when an unreasonable hardship is detennined by the enforcing agency. 1. Staff dctennination of unreasonable hardship shall be made on Form IICA-1, which shall be filed in the project file. 2. When the required work outside of the.remodeled area (l.a through l.f above) exceeds 10% of the cost of the work to be done in the remodeled area, an unreasonable hardship shall be found to exist (criteria is staff guideline). 3. The unreasonable hardship finding may be by observation when obvious. Fonn IICA-1 should describe the obvious·. 0 REMODELS $72 ,1,35 AND IIIGIIER When remodels are valued over $72,1,35 and specific access requirements cannot be met: 1. TI1e law allows equivalent facilities, to be accepted if strict compliance with the regulations would create an unreasonable hardship. 2. Access cannot be waived unless there are physical or legal barriers that prevent providing either full access compliance or equivalent facilitation compliance. When both access and equivalent facilitation are waived by the enforcement official, ratification is required by an Appeals Board. / ~TI-FLOOR REMODELS: Exceptions and exemptions 1. Provisions for Upper and Lower floors: The Health and Safety Code Section 19955.5 says that, "In privately• funded multi-storied passenger vehicle service stations, shopping centers, offices of physicians and surgeons, and office buildings, subject to this code, floors or levels above and below the first floor or ground level arc exempt from these requirements if a ramp or elevator is not available to provide public access to s~ch floors or levels." 2. Health and Safety Code Section 19956 says that, "In privately-funded multi-storied buildings, floors or levels above the first floor or ground level are exempt from these requirements if a reasonable portion of all facilities and accommodations normally sought and used by the public in such a building are accessible to and usable by disabled persons." D:\general\disabled.req t TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction 0-1; fe.l,s t3,:I-D --------'--------------- ______ _,.. __ Plan Check No. Cj-Z,'-/10,/ ----,---------~ ~ vJ ,:tu.,, -r;J-os <T "'TlfM !4-r r1.,'1 2 Re ences to section numbers with prefix 11211 are t:o.ir'i'be 24, california Code of Regulations, (california Building Code). Prefix 11311 is for Part 3 (california Electrical Code). Prefix 11511 Part 5 (california Plumbing Code). Part 2 is for Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section-2-422. SITE DEVELOPHEN'! 0 HANDICAPPED PARKING SPACES G) a. Provide ___ __,;handicapped ~paces. 2-7l02(b) b. Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102(c) c. Parking space shall be a minimum of 9 ft.xl8 ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone_ shall be on the passenger side of the vehicle. 2-7102{c). d. Maximum slope of parking surface in· any direction shall not exceed 1/411 per foot. 2-7102{e). e. Parking space(s) shall be identified with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and also .duplicated on parking surface (symbol to be 3611x3611 and painted at the back of the parking stall). 2-7102{f) f. Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in handicapped space(s) may .be subject to tow-away. 2-7i02(f) ··. g. If covered parking is provided, then a reasonable portion of the total num~r of stalls reserved for the disabled shall also be covered. 2-7l02(a) • ... h. Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7l02(g) CURB RAMPS a. Curb rcl.lllps shall be located wherever pedestrian path crosses curb. (2- 7l03(a)) b. Curb ramp shall be 4811 min. width (2- 7103(b)) with maximum slope of l in 12. 2-7l03(d) c. A level 4811 min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103{d) d. If no landing is provided, the slope of flared sides shall not exceed l in 12. 2-7l03(d) e. Surface is to be slip contrasting finish sidewalk. 2-7l03(f) resistant and a fro!ll adjacent f. Border markings shall be 1211 wide of l/4"xl/411 grooves, 3/411 apart, located at top and sides. 2-7103{h) 0 WALKS 0 a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-710l(a) b. Walks sloping greater than 5% (l in 20) must comply with_ ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 4811 minimum, and shall have slip-resistant surfaces. 2-3325{a) d. The maximum cross slope shall not exceed l/411 per foot. 2-3325(a)3 e. Gratings possible. are not 2-3325(b) allowed whenever f. At each gate or door a 6011x6011 level area is required when the gate swings toward the walk. 2-3325(e) g·. A 48"x4411 deep level area is required when the gate swings away from the walk. 2-3325(e) b. A 2411 clear space is required at strike side of gate or door. 2-3325(e) PEDESTRIAN RAMPS a. A path of travel with a slope greater than l in 20 shall be considered a ramp. 2-3307(a) b. The maximum slope shall be l in 12. 2-3307(c.l) c. The width shall ,be 4811 mini.mum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 3611 when the occupant load is 50 or less. 2- 3307(b.1) d. The surface of ramps shall be slip- resistant. ·2-3307(g) e, A 6011 intermediate landing is required at maximum elevation change of 3011 and 7211 landing at each change of direction (over 30 degrees). 2-3307(d.l) f. Landings are required at top and bottom of ramps. 2-3307(d.l) g. Bottom landing-shall be minimum of 7211 in the direction of travel. Fig. 2-33- llA h. Top landing shall be 6011 x 6011 minlJ!IUID, 2-3307(d.l) i. When· door swings onto. top landing, minimum depth of landing required is door width plus 4211 , 2-3307(d,l.) j. Top landing shall have 6011 min. width when door swings onto the landing, with 2411 on strike side of door at exterior ramp, or 1811 at interior ramp. 2-3307(d.l) k. Ramp handrails are required on each side of ramp, when slope exceeds l in 15. 2- 3307(e,l) 1. Ramp handrails shall be continuous, located 3011-3411 in height above ramp surface, with 1211 extensions beyond top and bottom, and the ends returned. 2-3307(e.l) m. Handrails shall be l-1/411 to 211 cross section, spaced mini.mum of 1-1/211 from wall. 2-3307(e.l) n. A 211 high curb or wheel guide rail centered 311 ± 111 above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-3307(h.l) ;/. SPECIAL ACCESS LIFIS a. ·Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) . b. The lift platform shall be of sufficient size to accommodate a wheelchair {3011x4811 ). 2-5107 (a) c. There shall be a level and clear floor area or landing (6011x60") at each level for access to the lift. 2-5107(a) /. HAZARDS a. Provide 8011 headroom from walkway surface to any overhanging obstruction. 2-3326(b) b. Headroom of maintained for etc. 2-522(f) 861i minimum shal 1 be walks,_ corridors, aisles, c. Protruding objects with leading edges between 27 11 and 8011 above finished floor shall not protrude more than 411 into walks, corridors, et~. 2-522(f) d. Free standing objects mounted on posts between 27 11 and 8011 above the floor may project a maximum of 1211 • 2-522(f) e. Abrupt · changes in level exceeding 411 adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 611 high warning curbs above walk surface. 2-3326(a) EN'IRANCES AND CIRCOLluIOH 0 ENTRANCES, DOORS, VESTIBULES AND CORRIDORS a. All pri.ma..ry entrances to buildings shall be accessible to the handicapped,. 2-330l(f) b. All required passage doors shall have 3211 clear opening at 90 degrees (3611 door~. 2-3304(£) c. At least one of a pair of doors shall meet the minimum 3211 clear entrance width requirement. 2-3304(f) d. l"nreshold shall be no higher than 1/211 above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more ... than 1/411 , 3304(i.l) e. Exterior level landing may slope up to 1/411 per. foot in any direction for surface drainage. 2-413 f. Door hardware shall be of the lever or push type, mounted 3011 to 4411 above the floor and be operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304(c), 2- 3304(i.2) g·. The lower 1011 of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(i.3) h. Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) i. At turnstile, provide an access gate, 3211 clear width opening, within 30 feet of turnstile. 2-3304(i.4) j. There shall be a clear area on each side of door, 6011 deep in direction of door swing and 4411 deep in opposite direction of door swing. 2-3304(i.l) k. Width of clear area on the swing side of the door shall extend 2411 past strike jamb for exterior doors and 1811 past strike jamb for interior doors. 2-3304{i.l) 1. The space between two consecutive doors (vestibule) shall provide a mini.mum of 4811 clear depth between the open door and a second closed door.Doors in a series at a vestibule shall swing in the same direction, or away from the space between them. 2-3304(i.l) . m. For corridors over 200 feet long, see special requirements of Sec. 2-3305{b)2. /. FLOORS a. Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, ors pecial access lifts. 2-522(e) Y. STAIRWAYS NOIE: Only applies 'Where disabled access is provided or required to other levels. a. Treads shall have smoot.11, rounded exposed edges and be slip resistant. 2- 3306(s) b. Nosing shall not project more than 1-1/2 inches past face of the riser below. 2-3306(s) c. Risers shall be sufficiently solid. 2-3306(s) d. The upper approach and lower tread of each flight of stairs shall be marked ,.-ith a contrasting colored strip 211 in width. 2-3306(r) · e. On exterior stairs,·~ tread shall be marked as noted above.,_ 2-3306(r) f. Handrails are required on each side of stair,,ay. 2-3306 g. Handrails shall be located ·3011 to 3411 above nosing,extend 12" beyond top riser and 1211 plus tread. width beyond bottom nosing and returned to wall/newel post. 2-3306{j, l). h. Handrails shall be l-l/4" to 2" in gripping cress section and l-1/211 clear of ,..-all. 2-3306(j. 1) i. Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which confon:i to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. Standard No. 33-2. JH:'ELEVATORS a. Provide clear inside elevator car dimensions as required by U.B.C. Section Sl03(d) 6 and Title 24 2-5103(d.l). 1. At least one elevator in buildings 4 or more stories in height: 8011 by 5411 , with a 42-inch -side slide door. Applies only to: high~rise buildings, A/E/I occupancies, State70,..11ed buildings, residential care homes, hotels, motels, apartments and condominiums. 2. Ele\·ator in buildings more t.'lall two stories or buildings where disabled access is required to upper level(s): 6811 by 5411 , ,..·ith a minimum clear door width of 3611 • 3. Elevators other than in (b) above serving less than 50 occupa.~ts shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. b. Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.l) SAHllARY FACJJ.TTllS 0 TOILET FACILITIES ACCESS a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. {2-Sll.l(a)) b. Door~ays · shall opening width. have 3211 2-511.1 minil:rum cl ear c. There shall be a level area with 6011 clear depth in the direction of the door swing, and a level area with 4411 clear depth in opposite direction of door swing. 2-511.l(a) ®MULTIPLE ACCOMMODATION TOILET FACILITIES a. Provide clear area 6011 diameter x 2711 high -or clear space 5611 x 6311 x 2711 high. 2-511,l(a) b. Doors {other than handicap compartment) are not to encroach more than 1211 into above mentioned clear space. 2-511.l(a) c. Provide a 28" clear space between water closet and fixture or 3211 clear space between water closet and wall. 2-511.l{a) d. A 4811 long clear space is front of water closet. space is required when compartment has a side door. 2-511,l{a) required in A 6011 clear the toilet e. Water-closet compartment door to provide 3211 clear width for end entry and 3411 clear. width for sid~ ex:,try. Door to be self-closing. 2-511,l(a) . SINGLE ACCOMHODATION TOILET FACILITIES. a. Water closet shall be located 2811 fro:ll a fixture .or 3211 from a wall. 2-511.l(a) b. Minimum clear space in front of water closet shall be 4811 • 2-511.l(a) c. In an existing building, a single accommodation toilet facility may have a space 3611 wide x 48 11 long in front of water closet. 2-511.l(a) 0 GRAB BARS AT. WATER CLOSET a. One at_ side 4211 long _extending 2411 in front of water closet; one at rear 3611 long centered on water closet; both mounted 3311 above floor. Where a tank- type toilet is used, grab bar may be as high as 3611 • 2-511.l(a) b, Bars shall be 1-1/411 to 1-1/211 in diameter with 1-1/211 clearance to wall. 2-511.l(a) c. Bar fasteners-and mountft.ng support shall be able to withstand 250 lbs./ft. in bending, shear and tension. 2-511.l(a) · @wAIER ~SET a. Height of water closet seat shall be 1711 to 1911 above floor. 5-1502 b. Controls shall be · operable with one hand, and shall not require tight grasping, pinching or twisting of the \.Tist, 5-1502 c. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 4411 above the floor. 5-1502 d. The force required to activate controls shall be no greater than 5 pounds force. 5-1502 eURINALS a. Where urinals are provided, the rim of at least one shall project 1411 from the wall and be located 17 11 maximum above floor. 5-1503(a) b. The force required to activate the flush valve shall be 5 lbs. maximum and located 4411 maximum above floor. 5-1503(b) c. Provide 3011 x 4811 forward approach. 0 LAVATORIES. clear floor space for 2-511.l(b) a. Provide 30" x 4811 clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) b. Provide clear space beneath lavatories 2911 high by 3011 wide by 811 deep at top and 911 high by 3011 wide by 1711 deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 3411 • 5-l504(a) c. Hot water and drain pipes under lavatories shall be insulated. 5-l504(b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring ·tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5·1504(c) e. If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) G TOILET ROOM ACCESSORIES a. Mirror bottom edge shall be located 4011 maxi.mum above floor. 2-511.l(b) . b. Toilet tissue dispensers shall be mounted within 1211 from the front edge of toilet seat. 2-511.l(b) c. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 4011 of floor. 2-511.l(b) 0 SANITARY FACILITIES IDENTIFICATION a. On doon.·ays leading to sanitary facilities the symbols to be provided are 1211 Equilateral triangle for men, 1211 d.iameter circle for women, and l/411 thick, centered on door, 6011 high and contrasting. color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) 21 BATHING FACILITIES a. One such facility shall comply when provided for the public, clients or employees. 2-511.l(a) b. Shower compartment shall be 4211 wide, 4811 deep, with a 3611 wide entrance. 2-511.l(a) c. Show on the plans that the handicapped bathing facilfties shall conform to requirements of Sec. 2-5lla-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. GENERAL REQUIREHEh"l'S. -@ DRih'KING ·roUNIAlN ~ F · · 1?'.R.o v, Dt:F'D a. Drinking fountains shall be within alcoves. The alcove shall be not less th.an 3211 wide by 1811 deep. 2-511.l(c) b. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the . path of travel shall be identifiable to the blind as follows: (1.) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The mini.mum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a. minilllum of 32 inches clear between the w~ng walls. c. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-5llc and 5-1507. G PUBLIC TELEPHONE XF-f7 /2() (/ I Ot::b a. Provide space 3011 x 4811 for forward or parallel approach to· telephone. 2-511.l(d) b. Note on the plans that public telephone shall conform to requirements of Sec. 2-511.l(d). 0 ELECIRICAL REQUIRD!ENTS a. 15, 20 and 30 amp receptacle outlets shall be installed not less than 1211 above floor. -3-210-50{e) b. Center of switches shall be located not less than 3611 nor more than 4811 above the floor. 3-380-S(c) ~ PLUMBING REQUIREMENTS a. Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not . require tight grasping, pinching or twisting of the ~-rist (i.e., use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROOP A OCCUPANCY REQOIRIBE!iIS ,z(. AUDITORIUMS, ASSDIBLY HALLS, IHEATRES, ETC. a. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-6ll(b) b. This structure requires _______ _ wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-6ll(b) c. Each wheelchair space shall be 6011 x 3011 and level. 2-611{b) d. When the se,ating capacity exceeds 300, the wheelc.'lw.ir spaces shall be in more than one location. 2-61l(b) e. This structure requires-----=--seats for semi-ambulant persons. Clear leg space shall be at least 2411• 2-6ll{b) f. Stages, enclosed and unenclosed platfoI111s, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-61l(b) ;/. STADIUMS, GRANDSTANDS,. BLEACHERS, PAVILIONS, GYMNASIUMS a. This structure requires _______ _ wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as - to provided a choice of admission prices. 2-6ll{c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-6ll(c) c. Ticket booths must be accessible from both sides. 2-6ll(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-6ll(c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-6ll(c) f,. DINING, BANQUET AND BAR FACILITIES a. Access shall be provided at primary entrances. 2-6ll(d) b. Wheelchair access shall be provided to all areas where each type of functional activity occurs. 2-6ll(d) c. This facility · requires _ ___,,........,,..,,...,..,....--- wheelchair seating spaces. 2-6ll(d) d. At least one wheelchai·r seating space shall be provided for each dining, banquet and bar ~ea. 2-6ll(d) e. Access to wheelchair· seating spaces shall-be provided by 361_1 minimum clear width main aisles. 2-6ll(d) f. Cafeteria line aisles shall be a min:illlum of 3611 clear width. 2-6ll(d) g. Access to food preparation areas shall comply with provisions for entrance doors and doorways contained.in Section 2-3304. 2-6ll(d) h. Restrooms and.powder rooms shall conform· to the requirements in Section 2-511. 2-6ll(d) 'I-RELIGIOUS FACILITIES a. Sanctuary areas shall be accessible, 2- 6ll(e) b. Provide ______ wheelchair seating spaces in the sanctuary. Use Section 2- 6ll(b), 2-6ll(e) c. Provide wheelchair access to raised platforms, choir rooms, choir lofts, performing areas and other similar areas. 2-6ll(e) · d-, Assembly areas along with enclosed and unenclosed·platfo:rms and stages shall be made accessible. 2-6ll(e) · ~ · e. Sanitary facilities shall conform to the requirements of Chapter 2-5. 2-6ll(e) 'P• ASSISIIVE-LISIENING DEVICES a. Assembly areas . with permanently installed public address systems (other than exclusively for paging or background music), shall· provide- assistive-listening systems for people with hearing impairments. 2-6ll(f) b. Since the capacity of the assembly area exceeds 99, this facility requires __ personal receivers to be available 9n request. 2-6ll(f) · c. If the system· prQvided is limited to specific areas or seats, then such areas or seats shall be within a SO-foot viewing distance of the performing area. d. A sign shall be ,posted in a prominent place indicating the availability of assistive-listening devices. The sign shall include the international symbol of deafness and wording that states 11Assistive-listening System Available". GROOP B OCCUPANCY REQOIJID{EHIS f. Group B occupancies used for assembly pµrposes but having an occupant load of less than 50 shall conform to all the requiremen.ts for Group A occupancies covered in Section 2-611, 2-712(d) f SALES FACILITIES a. ~neral sales, display and office areas together with related toilet rooms wst be accessible. 2-712(b) b. Sales employee work stations shall be located on accessible levels. Employee work areas shall be accessible to employees in wheelchairs, and the customer side of sales or checkout stations shall be accessible. 2-712(b) c. This facility requires check stands accessible to the physically handicapped, based upon 1 for 8 checkstands or less, 2 for 9 or more. 2- 712(b) d. Where quick check stands are provided, at least one shall be accessible. 2-712(b) e. Check stands shall be made accessible by providing a 3611 aisle on the customer side of the stand. 2-712(b) f. Accessible check stands shall be identified by the International Symbol of Accessibility and shall state, "This check stand to be open at all times for handicapped/physically disabled customers". 2-712(b) /. FITIING OR DRESSING ROOMS a. Where fitting/dressing rooms are provided for male or female customers, one for each type shall be usable by the physically-handicapped. 2-712(b) b. Minimum dimension of room shall be 6011 x 6011 • 2-712(b) c. Bottom of the mirror shall be located within 2011 of the floor. 2-712(b) d. Height of clothing hooks shall not be greater than 4811 from the floor. 2-712(b) GROUP H OCCOPAHCY ~ /. a. Accessible sanitation facilities in all Group H Occupancies shall be provided as specified in Chapter 2-5. 2-913(a) b. Accessible floors and levels shall comply with the requirements specified in Chapter 2-s. 2-913(a) c. Ecployee work areas shall be accessible by means of . a 36-inch minimum aisle width, and a 32-inch minimum clear opening door width. 2-913(a) ADDIDONS, AL'.tERATIONS'AHD REPAIRS l'O EXISTING BUll.DlliGS. (2.-llOA(b)ll) ~ The area of specific ··addition, al~era~ion V and/or ·repair, shall comply with. the · · provisions of Title 24. Additionally: 0 The primary entrance to the building and path of travel to the specific area shall be accessible to the handicapped persons. Compliance must be shown, beginning from the existing parking area and leading to the area of alteration. lb\ Existing restrooms, water fountains, and· V public telephones which serve said specific area must be shown to be accessible to and functional for handicapped persons. @ Information regarding handicapped accessibility shall be posted in lobby per Sec. 2~s22. · 12/29/89 REMODEL OR TENANT IM?ROVE~S~T CONSTRUCTION VALUATION The Building Official is mandated by St~te law to determine the value of work proposed in each application for a Building Permit. The value to be used, shall be the tot3l value of all construction work for which the permit is issued as well as all finish work, painting, roofing, electric3l, plumbing, he~ting, air conditioning, elevators, fire exting- uishing systems and any other pe:manent equipment. Uniform Building Code Section 304 (a) ************************~******************************************** PPLICANT PLEAS_E COMPLETS/ SITE ADDRESS -z-z ~0 P-ffte-14O19-i., rrz!y PLAN CHECK NO. q 2 -/I~ / DESCRIPTION OF PROPOSED WORK ----------------------- ARE.a\ OF .D REMODEL D TEN.?l.NT I H? ROV E!·1:::NT D .P.DDITION PROPOSED WORK INCLUDES: NEW SUSPENDED C~ILING D YES D NO NEW HV.:i.c D YES D NO NEW FIRE SPRINKLERS D YES D NO NEW PARTITIONS D YES D NO ., NEW PLUMBING D YES D NO NEW ELECTRICAL D YES D NO HAS A CONTRACTORS ESTIM1\T3 BEEN RECEIVED FOR THE PRO?OSED WORK? [ )YES [ )NO ITEMIZED COST ESTIM.a\TE IS ATTACF.ED C ] YES [ ) NO I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT~ ING, ROOFING",-ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRE EXTINGUISHING SYSTEMS, AND ALL PERM.~NENT EQUIPMENT IS:$ ------ THIS VALUE IS BASED ON: CJ D.ESIGi-1ER I S ESTIM.h.TE: 0 CONTRA¢TOR' S ESTI!11\TE' 0 OTHER, DESCRIBE BASIS -------------- THE ABOVE INFORMATION IS TRUE AND CORRECT 0 APPLICANT 0 DESIGNER 0 CONTRACTOR ********************************************************************** ?LAN CHECKER USE ONLY THE VALUE -IS ACCEPTABLE O YES D NO AN ITEMIZED COST. BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION VALUE. · 0 YES O NO BY: ----------------- DATE: ----------------- 4/22/85 = ,_ '"~ 1t,,I I 1,. .Remodel Or Tenant Improvement Information form Plan file No • __ '1..;._..Z_-_I_/ c:r_l_ Jurisd~ction _____ O_J4-12<-__ s_~_1t-_f;> _______ _ Project Address z:Z--?O ~r/-R..p}-0 *=-J Date __ (/_-_1_7_----'9 __ :Z..,,oea--___ _ REt"(X)EL OR TENANT It'PROVEt'ENT BUILDING COOE Il'E'ORMATION REQUIRED PRIOR TO PLAN SUBMITTAL In order to complete a plan review of a necessary that the information in Items building. remodel or tenant improvem~nt within an existing building it is 1-11 be provided or the approved plans be provided for the existing . . Q 0 0 Q 0 0 B -Circle the existing type of construction for this buil~ I, II-FR., II-lhr., 11-N, 111-lhr., II 1-N, IV., V-lhr. ,c..:t:!V . Does this building have fire sprinklers throughout? (fi;) No Does the proposed project create a change in use or occupancy classification? Yes No Describe the previous us1t'6.f the project area Describe the proposed use of the project area Existing Building Area ______________ Improvement Area ____________ _ How many stories are in this building?-=------------------------- \.f.lat story is the improvement on? __________________________ _ Does this project involve alterations to: Existing fire walls Existing floor or roof loads Existing building structure Existing HVAC equipment Existing electrical service loads ~xisting lighting Yes Yes Yes Yes Yes Yes No No No No If "YES", see iJlO below No No If "YES", see iJlO below Wnat is the approximate date that construction of the existing building was permitted? ___ _ Et£RGY CONSERVATION Wnich of the following were checked and approved for Title 24 Energy Conservation at the time the original building was approved: Building envelope · · Area lighting '(es Yes No No HVAC equipment Water heating Yes Yes No No Will the proposed project significantly alter any element that was approved? ______ Yes, _______ No If •iYES''.~ see .010 below HAfOICAPPEO ACCESS FACILITIES Wnich of the following has been approved for compliance with the handicapped access standards of Title 24, CAC: Parking & access to the building Building stairs & elevators Et-1:RGY D0Clt£NTATION Yes Yes No No Building entrance doors Yes Existing public restrooms Yes a. Remodels to existing conditoned spaces require that a form Cf-1 (attached) be completed, signed and imprinted on the plans. Additionally, if the building envelope, lighting or HVAC equipment are to be altered or added, appropriate State required documentation must be submitted·. b. Provide copies of all existing Cf-1 forms for this building. c. Provide a_copy of any existing approved energy design for the building. No No 12/16/87 ~ a. Plans shall clearly show all demolition and new construction proposed. b. Plans shall clearly $how exit systems, fire rated construction details, occupancy require- ments, handicapped access provisions and other requirements necessary to show the work will comply with adopted codes and ordinances. c. If structural revisions.or incr.eased live or dead loads are proposed the structural plans details and calculations shall be provided and shall be signed by a California licensed engineer_or architect. d. If .electdcal system revisions or increased electrical loads are needed provide electrical plans and specifications showing location of panels, panel-schedules, existing service size, existing building load, additional loads, wiring method, exit signs and emergency lighting l'lhen required. e. If plumbing revisions or additions are proposed provide plumbing layout, details and specifi- cations. Include s~zing calculations when necessary to justify pipe sizes. f. All sheets of the plans are requried to be signed by the responsible designer. Information is provided by ------------------------------Title ___________________________________ _ ' .. Jurisdiction CARLSBAD Prepared bys /:)1Bt? VALUATION AND PLAN CHECK FEE o Bldg, Dept. 0 Esgil PLAN CHECK NO I C, z -I I.CJ I BUILDING ADDRESS _Z---'-Z-_2 __ 0_..:...F..:..rr.;...:.te._4~.DJtt-1..:..:-..-1r---:..:.R...;..tli....:::;12";__ _ ___,, ______ _ APPLICANT/CONTACT _'D.:;.__o...;..tJ_....:.p_1......;T....:..N....:..lr..:...~-IJ_ PHONE N0~1ct) Z-3C:.-1"7l<j BUILDING OCCUPANCY --=~--_z___ · DESIGNER PHONE _____ _ TYPE OF CONSTRUCTION _ _.;....t/_..;./\.)-=----CONTRACTOR PHONE ____ _ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER T, T Of F ( C.,/;i"" -~ 4-7 I 2-5 I tJ1) I I 77.;- 4-, (p 5"'9 , t.J?S-Ltr~t> ff:. 14-7 O ~ CA z_~ 177) I I l,, J .. .. Air Conditionine: Commercial · .. .. @ ~ .. Residential . (a .. Res. or Comm. Fire· Snrinklers @ Total Value I I 2--i) Z-SV Building Perm it fee $ __________________ .:JI...$ _]L--L/-!........!...!( ,c,_:;;_(TY __ · _ Plan Check fee $ $ 4-£/. &,S---''-------------------~-----.;_;_-=---- COM MEN TS:_: --------------------------- SHEET ( OF I _..:.----12/87 'ia' INTER ·ARCH I!: ~ SPACE PLANNING· INTERIOR DESIGN November 12, 1992 Kurt Culver Esgil Corporation 9320 Chesapeake Ave. San Diego, Ca. 92123 Re: ISIS Pharmaceuticals -Plan check #921191 Dear Kurt, I am in receipt of a letter from Carter Darnell trom the a,ty of Carlsbad building department. He has requested that I send you a new cover sheet for the above referenced project with some additional sq. footage calcu]at.ions .. T.n order to expedite things you will find below required additional information so that you will have it immediately. Al.so I wi11 be sending you the revised cover sheet. with this info rmat. ion as reques t.ed by Ca rte r as soon as poss i ···· ble. If there is anything further I can do please feeJ. free to call me.(236-1919) .. CC: Kathy Simpson Ex'isting labs Existing offices E>dst.ing genera} areas, rest.rooms, corridors, eat. Sub Tot.aJ. New labs New offices Sub Total 14,?38 SF ?.,802 SF 1,330 SF 18,370 SF ~ --4,659 SF ,tf'I t~ 7 l SF __'..::.----- 5,130 SF Building Total Sq. footage 23,500 SF INTER·ARCH, INC.· 624 BROADWAY, SUITE 200 · SAN DIEGO· CALIFORNIA 92101-5402. (619) 236-1919 P.O. BOX 2112 · SAN DIEGO· CALIFORNIA 92112-2112 · FAX (619) 236-9191 R.E. WPJ...L & ASSOCIATES P' INCORPORATED December 1, 1992 Mr. Don Pitman INTER-ARCH 624 Broadway, Suite 200 San Diego, CA 92101 RE: ISIS Pharmaceuticals -2280 Plancheck Corrections Dear Don, The following letter is a response to the plancheck correction list dated November 12, 1992. (The numbers correspond to the plancheck correction list.) Energy: Electrical: 100 Title 24 has not been affected by this change. About 90% of the lighting in this project has not changed and the remaining 10% of the lights have only been relocated or new lights added to replace the ones that have been removed. 8 Added a feeder schedule to Sheet E-6.1. 9 Wire type used shall be per Sheet E-1.1 General Notes. Note #1 (THW 75 degree). 13 No change required. Main bus is existing. 16 See revised load calculation, Sheet E-6.1. 17 Conduit shall be EMT throughout. For any special requirements, see Electrical Specifications, section 2.01. 23 Panel schedule sheet has been included with set of drawings. Registered Electrical Engineers 5830 Oberlin Drive, Suite 304 San Diego, CA 92121 Fax 6 l 9-625-0204 619-625-0200 ~ Mr. Don Pitman INTER-ARCH December 1, 1992 Page 2 26 32 & 33 Roof mounted receptacles are existing and are located within the new equipment. See attached letter from Architect regarding the hazardous classification areas. If you have any questions or comments please do not hesitate to give me a call. Sincerely, ~i.~~ EEG.plr 90103Ll.N30 ., ''ia1 I NT ER· ARCH I! ::I SPACE PLANNING· INTERIOR DESIGN December 2, 1992 Mr Chuck Mendenhall Esg,1 Corporat,on 9320 Chesapeake Dr. Suite 208 San Diego, Ca. 921?.3 Re: rs,s Pharmaceuticals -Plan Check No. 97-1191 Dear Chuck, Enclosed you will finrl the cut sheet of the hood that you requested for correction No. 32. If you have any questions please feel free to caJl me. 236-1919 cc: Kathy Simpson DEC 02 '92 12: 02 Tk&GIBSOl'l-t:i19-5'3'?-05t:i5o o o o o o o o o 0 l(EWAUNEE · ,L Fume Hoods Airflow Supreme Fume Hood Design is the practical result of sound engineering and accepted aerodynamic principles. The . most crltlcal functional aspect of any fume hood is its airflow characteristics, and it can be easily visualized and more reai.:tlly demonstrated that streamlined entrance shapes around the hood face open- ing will allow air to enter in a smooth, untform, unbroken pattern. ihis makes it possible for Airflow . Supreme Fume Hoods to operate safely and more efficiently at lower face valoc::iti~ than Conventional Type Fume Hoods. · The basic design features of Airflow Supreme Bench Type Fume Hoods are illustrated on·the previous page. Theae diagrams show the streamlined entrance shapes, the horizontal deflector vane, the automatic air bypass, the eye-level remote contr()I service fittings and other desirable design features. · For maximum fume hood performance, it is necessary to have a properly designed fume hood, reasonable room conditions and sufficient faoe velocity. Years of usage, competitive. tests against fume hoods of other manufa.oturers and thousands of Installations have proven the exoellent performance of Kewaunee Airflow Supreme, Fume Hoods. · Accessories Included: Four remote controlled ser11ioe flt~ tings (one each air, gas, vacuum and cold water), four 115 volt AC and two 230 volt AC electric outlets, two-tube fluorescent light fixture(s) (bulbs not Included) with light switch, fan switch• (for up to 1 H.P,;single phase, 60 hertz, 115/2$0 volt AO motor) with warning light, a cup drain and Kemstrut assemblies to suppon the rear overhang of the work top, No piping or electtlc conduit from the service and electrical fittings la Included, "For fan motots over 1 H.P., or for higher voltages and/or multi-phase, ·overl011d protection must be turnlsh&a separatel)I. $P1'!.CIFICATIONSl LENGTH WIDTH HEIGttT Overall 4'-1)" 5'-0" 6'-0" i!'..0" 31" 7'·1'/4"* Hood Opening 3'•0" 4'-0" $'..0" .. ~'1¾"" .. WQrking 8ut'fat6 31-011 4'-0" 5'·0" 7'•0'' 26¾'' 37, .. Cleatlllice (sash up) 8'•3'11 '( Airflow Supre Bench Ty ll ~ Q " (I 0 a -09 JJ No, SH-1006 AIRFLOW SUPREME FUME HOOD Atrflow Supreme Bench Type Fume Hood Assem lea consist of a superwucture, a metal or wood cab et uriderstrueture, service fittings and electrical equipm nt. The superstructures are complete with a lining and b fie with a fixed open center slot and adjustable upper nd lower exhaust slots, a deflector vane, a working surf ce and a counterbalanced sash(e$) of 7 /32" thick oombi a- tion safety sheet.* Hood superstructure exteriors nd metal caoinet understructures are fabricated of ld rolled steel, phosphate coated and have a baked chem cal resistant, synthetic resin finish (color to be spec:lfi d). Wood cabinet understructures are fabricated of h rd- wood and have a multi-stage, oven dried ohemloal re is- tant finish (color to be specified). ''When high temperatures or large temperature diflflrentials sr1;1 til;i-ipated wlthin t/leae fume hoods. '/4" thick tempered glass Is re om• mendfld, 1hls t)lpe ot gla&s is available at sUsnt extra cost, 'Htilght dlmensloni;i 111'8 tor metal understructures. Sutltraet , .. when eupplied with wood understructures. .. This hood haa two opening&, eaon Is 3'·3" long, •**Add 1" In helghtto calculate hood 0ptlning ama. NOTE A.BOUT CATALOG NUMBl:RS: Tha blank latt In the fume oad catllog numbero 111 for deolgnatlni th• d•slrod c11blnot undortll'u turo materl11I, PIii Iha bliDnk In with 111n M" for metal or a "W" for wo • II a superatNcture only (i:iompiete with work top) 111 desired, tm tno 1111nk In with an "0", 6 4'-G"' \ i~;r + • + ' • i: : :;; -~ ~ II ., .. SH-1004'--G 8Hff1004-_J,I SHJ1004·-R SfM004--S SH-1004--V s·~ ' lg• + ' + • + • + • ~ ii! I I SH-1005--G Kemgl~$ . SH-1005-_N Kemuner SH-1005·-R Kemresln SHJ100S-....S SwlnlillSI sf't-1005--V Kem-VC \ !I g_ :~-::~:d] II II SH~1Ul)$-_G Kemglas $H·1006--N Kamllnar $H-1006--R Kemresln SH-1006--5 Stainless SH-1006--V Kem-Ve 8' ..O" (with cemerpost) \ j Iii ~ i ~ 0 g1 II II SH-1008--G Kemglas SHff1008--N Kemliner SH-1008·-R Kemreijln SH-1008·-S Stalnleu$ SHJ1008--V l(em•VC See note at;iove ii ut eat~log numbers. • ----------------------------------------------·-·-·-----------------------------------------------~.:. 'I 1 City of Carlsbad •¥f h·iih44iih·l•l4·kiih,t4h• BUILDING PLANCHECK CHECKLIST DATE: i7 NO\/ 92 . PLAN CHECK NO. CB92.-f t9 J BUILDING ADDRESS: 2'2..86 FARADAY AVE PROJECT DESCRIPTION: COMc T. L -=::=.....;.::.;;"---'a..:.-==------------------- ASSESSOR's PARCEL NUMBER: EST. VALUE ----------------- 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 appiicable coc;fes. Please review . carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. ATTACHMENTS D Dedication Application D Dedication Checklist DENIAL Please see the attached report of deficiencies marked with g Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: r1 NOV qz_ By: __________ Date: ___ _ By: Oate: ------------- CONTACT PERSON D Improvement Application D Improvement Checklist NAME: ______________ _ D Future Improvement Agreement ADDRESS: ______________ _ PHONE: ______________ _ P:\doca\chklst\bp0001.frm REV 6/5/92 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 @ BUILDING PLANCHECK CHECKLIST SITE PLAN ~tV 2ndv' 3rdv' UlJ D D 1. Provide a fully dimensioned site plan drawn to scale. Show: D D D N/A D D D N/A D D D ~A D A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 2. Show on site plan: A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes 3. Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure. 4. Include note: "Surface water to be 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]. 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 USC 2907(d)5.). 5. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. · EXISTING PERMIT NUMBER DESCRIPTION C'3 84-048(2, PEQ/vffITEJ) 994~ FT2. DFi=lCE A-1\JJ) 14g I B l=f-Wf.}ffi-lOv5 E CB 80 -042.1 'PEP!.M ff{£]) Al!J7iDtJ4L 7ZtJ0 FT,z.. oFRC£ -i . ~ CR fa]--0453 'PEP-MtlTFJ) AYiXTlovAL 92.8 r-r DFPLCE... CB 89-09=>'0 PE!<Mff{fl) IWJXTiO/\JAL u 144 FTL f!JFPlCE CB9(-D'[)74 FETZ.l'xftT/15{) .4DDC'TJ!Yv/C/l.. 3t;,gg FT2 OFFtCt 2~ §4fo'FT2- P:\docs\chklst\bp0001.frm Page 1 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST N./A DISCRETIONARY APPROVAL COMPLIANCE 1 stv' 2ndv' 3rdv' D D D 6. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ Conditions were co_mplied with by: ______ _ Date: ------- N/A DEDICATION REQUIREMENTS D D D 7. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ______ -pursuant to Code Section 18.40.030. Dedication required as follows: ________________ _ Attached please find an application form and submittal checklist for the .dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by---=-,----------- IMPROVEMENT REQUIREMENTS Date: ---- D D D Sa. 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 registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, 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.frm Page 2 of 4 REV 6/5/92 1 stv' 2ndv' 3rdv' D D D BUILDING PLANCHECK CHECKLIST Sb. Construction of the public improvements may be deferred pursuant to code Section 1 S.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 issuance of a Building Permit. Future public improvements required as follows: ___________ _ D D D Sc. Enclosed please find your Future Improvement Agreement. PJease return signed and notarized Agreement to the Engineering Department. uf o D D D D D D D lo D Future Improvement Agreement completed by: ____________ _ Date: _______ _ Sd. 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 Municipal Code. 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading aggroval obtained grior to issuance of a Building Permit. Grading Inspector sign off by: Date: 9c. No Grading Permit required. BUILDING· PLANCHECK CHECKLIST P:\docs\chklst\bp0001.frm Page 3 of 4 REV 6/5/92 I ·A N/A MISCELLANEOUS PERMITS 1 stv' 2ndv' 3rdv' 0 0 0 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right-of-Way permit issued by the Engineering Department is required for the following: ______________________ _ Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal. · D D D 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 0 0 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by:_______ Date: ___ _ P:\docs\chklst\bp0001.frm Page 4 of 4 REV 6/5/92 ~ ... ----------------------------------CALCULATIONS WORKSHEET EDU CALCULATIONS: EDU's: ADT CALCULATIONS: ADT's: N(A . FEES REQUIRED: WITHIN CFO: 0 YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) ONO . 0 1. PARK-IN-LIEU FEE PARK AREA: ____ _ FEE/UNIT: ___ _ 0 2.TRAFFIC IMPACT FEE ADT's: -----FEE/ADT: ___ _ 0 3. BRIDGE AND THOROUGHFARE FEE ADT's: ----- 0 4. FACILITIES MANAGE:MENT FEE ZONE:__,_. ___ _ 0 · 5. PUBLIC FACILITIES FEE 0 6. SEWER FEES PERMIT No. FEE/ADT: ___ _ FEE/EDU: ___ _ ------ EDU's: -----FEE/EDU: __ _ BENEFIT AREA: __ _ FEE: ----- 0 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) )( REMARKS: PRO\/lDE (")J Pl.Ad'-1.S B~~DOI/JI\J e>t= -S/31) t=T)._ T.:I . 1-..!EV\/ 0F-t=\Cf._ f::12-::: ..... S/3Dr-T~ P:\docs\chklat\bp0001.frm REV6/5/92 PLANNING CHECI<I.J:sr Plan Check No. f'e<. -1111 Planner DAVID RICK Address ~10 fcvo.J~y ,9-t'..e... Phone 438-1161 ext. _4....,3=28..__ __ _ (Name) APN: --~------------------------ Cl Cl Cl .. .. .. ., ., ., Q Q Q Type of Project and Use ___ c(...__ ___________ _ Zone C M Facilities Management Zone __ ..._7 __ _ Legend [1] Item Complete @ [tern Incomplete -Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified ~~ Environmental Review Required: YES _ NO ~--- DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval_. _____________________ _ ~ 0 Discretionary Action Required: YES~ NO ~E __ _ APPROVAL/RESO. NO. __ _ DATE: _____ _ PROJECT NO. ___ _ OTHER RELATED CASES:----------------------- ., . Co_mplianc~ wir.h conditio~ of approval? If not, sta~e· conditions which require action. Conditionsof.,Appro~ ._· ...-i: ..... ,-· __ . _________________ _ ' ' ': . ' ~ 0 California Coastal Commission P~· Required, YES _ NO z DATE OF APPROVAL: · San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____ · ________________ _ !.aJ)dscape Pilm Reci\!il:ed: YES _ · O / ' I ' ...... ,< ~ ~ \ ', ~ • ' \ ,,_ • ,, \ l,,._ f-1.,, . \ _, ,,_t' : ., •>' , ~ • I ,,_" ._ • .,~, • I 1 ~ See atiached ·stibmittal'..requirements for landscape plans Site Plan: 1. ·. l 2. Provide a fully dimensioned site ·.plan. drawn to scale. Show: N~~h . arr.ow~ property. lines, .easernent~, existing and proposed st~ctures; streets, .. existi.pg, s;reet .. frrtprovements, right-of-way wid~h and dimenslop.ed setl:>acks. · · . :· • ~. · · -:~ ' Show on Site Plan: Firu~h floor elevations, elevations of finish grade c:. adjacent t~ building,.existing·to_pographical lines, existing and proposed· slopes and driveway. · ·:'y , ,I ,: 3. 4. Provide legal description of pr~perty. ··.' 1'' 0, Cl D WAr° i. .3. 4. · Provide. assessor's parcel number. . Setbacks: Fr6nt: Req~ed. fnt. Side: Required Street Side-: Required Rear: Requ,i.red Lot coverage: Required Height: R~quired ·Parkmg~ Spac~s Required. <;iuest $paces Required , , ' . . ~ { ' ·' . ·. ·~·. al(, TO lSSl,JE AND EN'.FERJ;:I) APPROVAi, [llfl'O COMPUTER di{_,- Shown Shown Shown Shown Shown Shown 6.!J.. Shown 9J.. Shown PLNCK.FR,M City of Carlsbad 910014-1 · Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Tuesday, December 29, 1992 Reviewed by: (7. McL Contact Name Don Pitman Address 624 Broadway -----''-------------- City, State San Diego CA 92121 Bldg. Dept. No. 92-1191 Planning No. Job Name 1s1s Pharm./2280 Job Address _2_2a,:...;o;._F_a_ra_da=y _____________ _ Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued ·conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in 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 CFD Job# __ 91....;0;.;;.0_14_-_1 _ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 ODD Landscape Plan Required: YES ___ NO J>S,. See attached submittal requirements for landscape plans Site Pl an: 1. 2. 3. 4. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property 1 ines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway~ Provide legal description of property. Provide assessor's parcel number. Setbacks: Front: Required ___ Shown __ _ Int. Side: Required Shown __ _ Street Side: Required Shown __ _ Rear: Required Shown __ _ Lot coverage: Required ___ Shown __ Height: Required ___ Shown __ _ Parking: Spaces Required ___ Shown __ _ Guest Spaces Required Shown __ _ Additional cements and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked- up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES __ _ NO __ _ Additional Comments ----------------------- OK TO ISSUE j'.j ~ ~M/CP\, DATE / O---f O -9o PLNCK.FRM ~-.. ~- I \) " J \ i ~: 1,: ai b QI .... .... .... <ti <ti <ti C !? C £ ~ £ ~ ~ ·!jjl ~· ~ ~ o o o· QI QI QI .n -n tf C: C: .C: ~ -~ ca o.. .o. 0. em' D I PLANNING CHECKLIST Pian Check No. <1??-I_S:::83 APN: 2 1,2-C?6t~ 3,2. Pl anner VA~) L VN c., h , 1 > - Phone 438-1161 (Name) Type of Project and .Use """j'-'-A.1.;;...;.o~v1 ..... s ___ :mt=· .._A=·,., ___ · ~T.+,.I=--· _· _ _,__-------------"----- Zone F ·~ C. M • Fae i1; ti es ·Management Zone -~------,- Legend .. l11 Item Complete (g) lteni Jncomp]1et8' :-Ne~ds your action 1, 2, 3 Number in c.ircl e i ndi.cates pl ancheck -number that deficiency was i dent i fi:~d· · Environm~nt~l Review· R~quired: YES __ NO I\ TYPE _____ _ DATE OF. COMPLETION: .Compliance with conditions .of approval? If not,. $.tate conditions which requ.i re a.cti on. · Coriditinns of Approval . ! O:iscretionary Action Requlred: YES ----~ NO: K. TYPE ------ APPROVAL/RESO. N@. ·----'----- PROJECT N0:. DATE:...;.·-----,------"-- OTHER RELA:rE_D _C_AS,_.E__,S,_.: --------------,--------....__---"-________ _ GoUiplhnce w•ith condition:s of approval? If not, state conditions which require ~ct ton. · tond it i"ons of Appr,ov al --'--------------.;....a;..,-"---___,.-------------------- Co~stal: Y·ES _.,.... NO p( DATE 'OF APPROVAL: Compliance with conditi.on·s of approval? req4ire action. Con.dit i <;>n$ of App.rov& l • ,,\ i,_ • ,i,'~ ', ' ' -.': "--:---~\~ .. _.' .! • I \ If not, state conditions Whtch ·/ / / / / /- . Provide an exit analysis plan (may be 8 1/211 x 1111 or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3~03(a). · Rooms with more than 10 occupants may have Qng exit through ~ adjoining room. Revise exits to comply. Section 3303(e). Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314(a). Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). Show the locations of existing exits from the building and show the path of travel from the remodel area to the existing exits. Note on the plans: 11All exits are to be openable from inside without the use of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR IO REMAIN UNLOCKED DURING BUSINESS HOURS". This signage is only allowed at the main exit. Section 3304(c). -- Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). C"')Exit doors should swing in the direction of V egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3303 ( ~__.~lies to doore:ir, \ 1-.J C>l2..RI r16Q.. 12!2..o .SVJI I-JG T: w-,-'A..:..Q..;:;...r-. __ C.,,...Ol.Q., Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disa"Qled· access (may be 111 maximum where not used for disabled access). Section 3304(i). Doors should not project · more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width ·when in· any position. Section 3305(d). . Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(h). / Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. / Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304(b). Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted: Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305. SEF-~LOW Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Corridors serving less than 10 occupants must be a minimum of 36 inches in width. Section 3305(b). ~ When two exits are required, dead end \...::;:;) corridors and exit balconies are limited to 20 ·feet. Section 3305(e). &lF--tJ"Tl..S.T~ CFF\C.E::: 0 \~ It be~t::, elJD ~A-TEQ.. Ti-1-A-1-J 2..o I 54. Corridors .serving 30 or more occupants shall have walls and ceilings of one-hour construction except: / /. / Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. Exterior sides balconies. of exterior exit Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). Section 3305(g), Exception S, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. Section 3305(g), Exception 5 does not apply to colll!Don corridors where the corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.). ', / 0 Section 3305(g), Exception 5 is applicable only for corridors on one floor; the corridors on the lower level(s) must be rated if these lower corridors have openings into them from other levels. If non-rated corridors are used per Section 3305(g), Exe. 5, provide a reference to the corripors on the floor plan, noting: 1. Corridors are non-rated per Section 3305(g), Exception 5. 2. Smoke detection system must be listed by the State Fire Marshall and be a supervised low voltage system. 3. Smoke detectors shall be maximum 30' on center. 4. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked FIRE ALARM CIRCUIT CONTROL, with a lock-on device. If a tenant space· utilizes Section 3305(g), Exception 5-, then that tenant space shall be separated from adjacent spaces by a demising wall constructed as for a one-hour corridor wall. ~ Clearly show where the non-rated corridor \J system terminates and a rated corridor system ·commences. ~ One-hour fire-rated corridors shall have door \..0-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 4306(b). Doors shall be gasketed to provide a smoke and draft seal where-the door meets the stop on sides and top. Section 3305(h). r:;\ Show rated corridors, lobbies, reception or \J-foyers cross-hatched on the floor p~~s. I 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, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h). 6/13/90 C\ Provide a complete architectural section of I.._::;,) the corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 3305(g). 0 / / Show the location of fire dampers. Provide fire dampers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor walls and ceilings. Section 4306(j). If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. If ·building exceeds two stories and has an elevator opening into a rated corridor, show how the smoke and draft control provision of Section 3305(h) will be met. Either provide a separated elevator lobby or a second door at the elevator entry meeting the provision. If a second door is provided at the entry, note that it will be readily from the car side without a key, special knowledge or effort. Section elevator openable tool or 5106. Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). -/. When nonflammable supply cylinders for medical / gas systems are located inside buildings, they shall be in a separate room or enclosure separated from the rest of the building by not less than one-hour fire-resistive construction. Doors to the room or enclosure shall be self-closing smoke-and draft-control assemblies having a fire-protection rating of not less than one hour. Rooms shall have at least one exterior wall in which there are not less than two vents of not less than 36 square inches in area. One vent shall be within 6 inches of the floor and one shall be within 6 inches of the ceiling. When an exterior wall cannot be provided for the room, automatic sprinklers shall be installed within the room and the room shall be vented to the exterior through ducting contained within a one-hour- rated shaft enclosure. Approved mechanical ventilation shall provide six air changes per hour for the room. Section 702(b)4. 5 0. Submit plan showing location of all panels. ~ Submit panels schedules. 1/ Submit electrical load calculations Indicate existing main service size. Indicate existing total main service load. ~ ~ Indicate new additional loads. Indicate wiring method, i.e. EMT, metal flex. Show exit signs on the electrical lighting plan(s). As p~r Section 3313 and 3314 of the 1988 UBC, provide two sources of power to exit signs and exit illuminatlon· •.. Provide receptacle(s) within 25' -of the roof mounted A/C units. UMC Section 509. · Provide multiple switch lighting controls per Title 24, 2-5319. Provide drain, waste and vent plans. Provide water Section 1009. line sizing calculations. UPC Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). Show 1/4" per.1211 slope on drain lines. UPC Section 407. and waste Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy design checklist. Provide an electrical plan for the alarm system showing compliance with criteria described under earlier correction number ~ .SE> l F Af>PU CABl.E. For remodels in an existing conditioned space, show that the remodeled space will not use more energy than the existing space or show the remodeled space will conform to latest energy design standards. ® / HECIANICAL· "-brE.. "T!-lA-T °Ex.\$'it k..) (::i .&a:ti..ee mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. Detail access and working clearances to HVAC equipment. Cooling coils or cooling units located in attic or furred space, where damage may result from condensate overflow, shall be provided with an additional water tight pan of corrosion resistant material to catch overflow if primary condensate drairi becomes clogged. Section 1205, UMC. ' One-hour corridors shall -not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706(b). PLUMBING Provide gas showing pipe Section 1219. line plans and calculations, lengths and gas demands. UPC 4/6/90 Floor drains must Policy). have auto-prime A grease interceptor is required. details complying with City Policy 83-34. (City Show Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). Condensate drains must connect to a (dry traps are not permitted). 1/14/83)_. wet trap (Memo Show fans are duct type; City Policy does not permit ductless fans. ~Romex is not permitted in industrial or \:::;;J commercial buildings. (City Policy) ,u/. No wiring is permitted on the roof of a r-· building and wiring on the exterior of a · building requires approval by the Building Official. (City Policy) ut{_ All panel boards shall have a minimum 100 amp / rating or approved by the Building Official. 6 The minimum rating of a service disconnect is 100 amperes. ,L The minimum size conductor to receptacles and /J• lighting fixtures in commercial and industrial buildings shall be #12 Cu. -id. AC(BX) cable is not allowed in group A, B, E, H / and I occµpancies. (see Ord. for exception) KISCKLLAHIDUS ~Please see additional corrections or remarks ~ that follow. ~To speed up the recheck process, note on this \2list (or a copy) where each correction item has been addressed-; i.e., plan shee·t, note or detail number, calculation page, etc. ~ Please indicate here if , any ~hanges have been \::::,;I 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. NOTE: Have changes been made to the plans not resulting from this correction list? Please check. ____ Yes ----~No The following provisions are contained in Title 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshall. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. d Walls of corridors and exterior exit balconies /~-in Groups A,E,I,R""l and C Occupancies having an occupant load of more than six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one-hour fire-resistive construction. Section 3305(g)l. Where exit signs are required by Section 3314(a), approved and listed internally, externally or self-illuminated low-level exit signs complying with Section 3314 shall be required·. The bottom of ,the sign shall. be not less than 6 inches nor more'· than 8 inches above the floor level. For exit way doors, the sign shall be on the door with· .. the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). 2/28/90 r- (.. I /,. (-8. Where exit signs are required by Section 3314(a), all exit corridors shall be provided with continuous low-level exit path marking. Approved and listed internally or self- illuminated marking shall be installed at floor level or no higher than 8 inches above the floor level. Such marking shall be of a type which is perceptible to the sense of touch. Section 3314(£). Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section SOS(e)6. EXCEPTION: Buildings separated by continuous area separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. In educational occupancies, storage and janitor closets shall be of one-hour fire- resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. ·Section 802(c). Section 1807 should be reviewed for all high- rise buildings. The exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, Californ~a 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please conp-ct Q\l)uc..k ~J\e'V\de:f\ \'1a. ~ \ at Esgil Corporation ' '.(hank you. Enclosures: 1. _____________________ _ 2. ____________________ _ 7 PHYSICALLY IIANDICI\PPED ACCESS REQUIREHENTS FOR REHODELS (including alterations, structural repairs, additions, tenant improvements and.occupancy changes) A. GENERAL Full access compliance is required Cor remodels includin9: 1. Path oC travel to re~odoled area. (al P~rking (bl Walks · (cl Hazards (dl Curb Ramps (el Ra111ps (Cl Elevators 2. Primary entrance to remodeled area. (a) Entrances (bl Exit Doors J. Sanitary Cacilitiea _servin9 remodeled area. 4. Drinking fountains and telephones serving remodeled area. B. Rt:HODELS ·LESS TIIMI $ 6_9, 291 t When remodels are valued at less than $69,291 access compliance 11\AY be li111ited to the speciCic area bein9 remodeled when an un- reasonable hardship is determined by tho enCorcing agency. 1. StaCC determinatio~ oC unreasonable hardship shall bo made on Form IICA-1, which shall bo filed in tho project file. 2. When the required work outside oC the remodeled area (l.A through 1:c above) exceeds 10\ of the cost of the work to be done in the remodeled area, an unreasonable hardship shall ~e Cound to exist (criteria is staff guideline). J. The unreasonable hardship finding may be by observation when obvious. Form IICA-1 should describe tho obvious. C. REMODELS $69 >291 and IIIGIIER When remodels are valued over$,69,29~ and speciCic access requirements cannot be met: 1. The law allows equivalent Cacil.ities to be accepted iC strict compliance with the regulations would create an unreasonable hardship. 2. Access cannot bo wai~ed unless there are physical or legal barriers that _pre~ent providing either Cull acces:s compliance or oquiv~lent facilitation compliance. When both acce:ss and equivalent Cacilitation are waived by the enforcement offici~l, ratilication is required by an 1'ppeals Board. D. MULTI-FLOOR REMODELS: Exceptions and exemptions 1. Provisions !or Upper and Lower ! loor:si The Ilea l th and Safety Code Section 19955.S says that,"In privately- ... funded multi-storied passenger vechicle service atation:s, shopping centers, offices of physicians and surgeons, and office buildings, subject to this code, Cloors or level:, above And below the Cirst floor or ground level are exempt Crom ~hese requirements if a ramp or elevator is not availAble to provide public access to such Cloors or levels.• 2. l~alth and Sa!ety Code Section 19956 says that,"ln privatcly-Cunded multi-stori~d buildings, Cloors or levels above the first lloor or gr?und level are exempt Crom these requirements i! a reasonable portion oC all facilities and accommodations normally sought and used by the public in such A building are accessible to and usable by physically handicapped persons." ', TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jur i sdi°ction __ C_A-----'--'-RLs.-B~/\_._1)..._.._ ____ _ Plan Check No. 90-\;$~ References to section numbers with prefix 11211 are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix 11311 is for Part 3 {California Electrical Code). Prefix 11511 is for Part 5 {California Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as _described in Section 2-422. SITE DEVELOPME!IT 0 HANDICAPPED PARKI~G SPACES ' / Provide....,.. __ ___.handicapped spaces. /""" 2-7102(b) · V Space shall be so located that / handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102(c) ~ Parking space shall be a minimum of 9 \J ft.x18 ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). ri:\ Maximum slope of parking surface in any ~ direction shall not exceed 1/ 411 per foot. 2-7102(e). re°:'\Parking space(s) shall be identified ~ with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and also dupl.icated on parking surface (symbol to be 3611x36 11 and painted at the back of the parking stall). 2-7102(f) / Entrance to parking area . ( or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in handicapped space(s).may be subject to tow-away. 2-7102(f) .,, ... / Entrance to and ·vertical clearance /6" within accessible levei of parking structure shall be 8 ft. 2 in. to any structural member, duct or. pipe. · ·· 2-7102(g) 0 CURB RAMPS . . · 0 Curb ramps shall be located wherever pedestrian path crosses curb. (2- 7103(a)) · Curb ramp shall be 4811 min. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103{d) . - A level 4811 min. depth landing is required at -top of curb ramps over entire curb ramp width. 2-7103(d) (0 If no landing is provided, the slope of flared sides shall not exceed l in 12. 2-7l03(d) ,~surface is to be slip resistant and a \Jcontrasting finish from adjacent sidewalk. 2-7103(f) ~order markings shall be 1211 wide of \0J411xl/411 grooves, 3/411 apart, located at top and sides. 2-7103(h) 0 WAIJ(S . ·,~Site development and grading shall be \....d designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. ·2-7101(a) .~Walks sloping greater than 5% (1 in 20) \ Jmust comply with ramp requirements of '--. Sec. 2-3307. 2-3325(c) ~Walk width shall be 4811 ~inimum, and ·. ____.,,. shall have slip-resistant surfaces. · · 2-3325(a) a.) The maximum cross slope shall not exceed -::::"' 1/411 per foot. 2-3325(a)3 - ~Gratings are not allowed whene~er Vpossible. '2-3325(b) ~ At each gate or door a 6011x6011 level area Vis required when the gate swings toward the walk. 2-3325(e) 0 '/\ 4811x4411 deep level area is required when the gate swings away from the walk. 2-3325{e) {0A 2411 clear space is required at strike ~side of gate or door. 2-3325(e) 7 PEDESTRIAN RAMPS I A path of travel with a slope greater than l in 20 shall be considered a ramp. 2-3307(a) V. The maximum slope shall be 1 in 12. ( 2-3307(c.1) I The width shall be 4811 minimum. A minimum width of 6011 is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 3611 when the occupant load is 50 or less. 2- 3307(b.l) ', n/The surface of ramps 7· ~esistant. 2-3307{g) shall be slip- o/ A 6011 intermediate landing is required ( at maximum elevation change of 3011 and 7211 landing at each change of direction (over 30 degrees). 2-3307{d.l) f. J. Landings are required at top and bottom of ramps. 2-3307{d.1) Bottom landing shail be minimum of 7211 in the direction of travel. Fig. 2-33- llA Top landing shai:l be-6011 x 6011 minimum. 2-3307(d.1) f When· door swings onto top landing, • minimum depth of landing r~quired is door width plus 4211 • 2-3307{d.l.) f Top landing shall have 6011 min. width when door swings onto the landing, with 2411 on strike side of door at exterior ramp, or 1811 at interior ramp. 2-3307(d.1) I Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2-3307(e.1) r Ramp handrails shall be continuous, located 3011-3411 in height above ramp 1 surface, with l211 extensions beyond top and bottom, and the ends returned. r· f· 2-3307{e.l) Handrails shall be 1-1/411 to 211 cross section, spaced minimum of 1-1/211 from wall. 2-3307(e.1) A 211 high curb or wheel guide rail centered 311 ± 111 above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-3307(h.1) (sf. SPECIAL ACCESS LIFTS f f Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of Galifornia, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) . The lift platform shall be of sufficient size to accommodate a wheelchair {3011x4811). 2-5107{a) There shall be a. level and clear floor area or landing (6011x6011) at each ievel for access to the lift. 2-5107{a) ( HAZARDS fa. Provide 8011 headroom from walkway surface to any overhanging obstruction. 2-3326{b) if. Headroom of r -maintained for etc. 2-522(f) 8011-mini.mum shall be walks, corridors, aisles, (. Protruding objects with leading edges between 27 11 and 8011 above finished floor shall not protrude more than 411 into walks, corridors, etc. 2-522(£) I· ( Free standing objects mounted on posts between 2711 and 8011 above the floor may project a maximum of 1211 • 2-522(f) Abrupt ·changes in level exceeding 411 adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 611 high warning curbs above walk surface. 2-3326{a) ENI.RANCES AHO CIRCOLATION 0 ENTRANCES, DOORS, VESTIBULES AND CORRIDORS G All primary entrances to buildings shall be accessible to the handicapped. 2-330l(f) i,/ All required passage doors shall have 3211 /-clear opening at 90 degrees (3611 door~. 2-3304(f) ./. At least one of a pair of doors shall / meet the minimum 3211 clear entrance width requirement. 2--3304{f) ~ ... eshold shall be no higher than 1/211 ~;b~ve the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/411 • 3304{i.1) ~Exterior level landing may slope up to I.._O 1/ 411 per . foot in any direction for surface drainage. 2-413 ~ Door hardware shall be of the lever or \....;.;}. push type, mounted 3011 to 4411 above the floor ..artd be epera-elo •.ii.ta a me,x::i:mtun ~ffert ef 8.5 lbs. for exterior doors aH4 5 lQi fer :i:neeHer deer~. 2-3304(c), 2- 3304(i.2) ~The lower 1011 of the door shall be of ~smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(i.3) ~Building entrance(s) shall be identified ~by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) / At turnstile, provide an access gate, 3211 clear width opening, within 30 feet of turnstile. 2-3304(i.4) · / There shall be a clear _area on each side of door, 6011 deep in direction of door swing and 4411 deep in opposite direction of door swing. 2-3304(i.l) /. Width of clear area on the swing side of f "'" the door shall extend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors. 2-3304(i.l) ··( The space between two consecutive doors (vestibule) shall provide a minimum of 4811 clear depth between the open door and a second closed door.Doors in a series at a vestibule shall swing in the same direction, or away from the space between them. 2-3304(i.l) L For corridors over 200 feet long, see ("'" special requirements of Sec. 2-3305(b)2. 8. FLOORS I Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, ors pecial access lifts. 2-522(e) STAIRWAYS NOIE: Only applies where disabled access is provided or required to other levels. ( ( r· l f f. f t· Treads shall have smoot..1'1, roW1ded exposed edges and be slip resistant. 2- 3306(s) Nosing shall not project more than 1-1/2 inches past face of the riser below. 2-3306(s) Risers shall be sufficiently solid. 2-3306(s) The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 211 in width. 2-3306(r) On exterior stairs, each .tread shall be marked as noted above. 2-3306(r) Handrails are. required on each side of stairway. 2-3306 · Handrails shall be located 3011 to 3411 above nosing,extend 1211 beyond top riser and 1211 plus tread. width beyond bottom nosing and returned _to wall/newel post. 2-3306(j .1). Handrails shall be 1-1/411 to 211 in gripping cross section and 1-1/211 clear of wall. 2-3306(j.l) · f Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. Standard No. 33-2. !fo. ELEVATORS fa. Provide clear inside elevator car 1 dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.l). nt least one elevator in buildings 4 or more stories in height: 8011 by 5411 , with a 42-inch -side slide door. Applies only to: high~rise buildings, A/E/I occupancies, State-owned ( buildings, residential care homes, hotels, motels, apartments and condominiums. Elevator in buildings more than two stories or buildings where disabled access is required to upper level{s): 6811 by 5411, with a minimum clear door width of 3611 • Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches ;md a minimum clear door width of 36 inches. !~ Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.l) SANJJ:ARY FAr.JJ,DTES TOILET FACILITIES ACCESS a/When located on accessible floors, / sanitary facilities shall be made accessible to physically handicapped. (2-511.l(a)) ( Doorways · shall have. 3211 minimum clear opening width. 2-511.1 r There shall · be a level area with 6011 clear depth in the direction of the door swing, and a level area with 4411 clear depth in opposite direction of door swing. 2-511.l(a) ®MULTIPLE ACCOMMODATION TOILET FACILITIES ~Provide clear area 6011 diameter x 27 11 ~ high -or clear space 5611 x 6311 x 27 11 high. 2-511.l(a) /b\ooors (other than handicap compartment) \.Jare not to encroach more than 1211 into above mentioned clear space. 2-511.l(a) ~Provide a 2811 clear space between water ·Vcloset and fixture or 3211 clear space between water closet and wall. 2-511.l(a) r-':"\A 4811 long clear space is Vfront of water closet. space is required when compartment has a side door. 2-511.l(a) required in A 6011 clear the toilet ~ater closet.comp~rtme~t ~oor to provide \03211 clear width. for. end entry and 3411 elem:: width for side·entry. Door to be self-closing. 2-511.l(a) · I SINGLE ACCOMMODATION TOILEI FACILITIES ( Water closet shall be located 2811 from a fixture or 3211 .f;rom a wall. 2-511.l(a) r f Minimum clear space in front of water closet shall be 4811 • 2-511.l(a) In an existing building, a single accommodation toilet facility may have a space 3611 wide x 48 11 long in front of water closet. 2-511.l(a) 0GRAB BARS AT WATER CLOSET ~ One at side 4211 long extending 2411 in ~ front of water closet; one at rear 3611 long centered on water closet; both mounted 3311 above floor. Where a tank- type toilet is used, grab bar may be as high as 3611 • 2-511.l(a) {;:) Bars shall be l-1/411 to l-l/211 in ~ diameter with 1-1/211 clearance to wall. 2-511.l(a) rc':") Bar fasteners-and mounting support shall Y be able to .withstand 250 lbs./ft. in bending, shear and tension •. 2-511.l.(a) 0W~ CLOSET ~ Height of water closet seat shall be 1711 ~ to 1911 above floor. 5-1502 ~ Controls shall be · operable with one ~ hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 ~ Controls for the fl~sh valves shall be ~ mounted on the wide side of toilet areas, no more than 4411 above the floor.· 5-1502 . 0 The force required to activate controls shall be no greater than 5 pounds force. 5-1502 · ~INALS ~Where urinals are provided, the rim of at yleast one shall project 1411 from the wall and be located 17 11 maximum above floor. 5-1503(a) nThe force required to activate the flush ~valve shall be 5 lbs. maximum and located 4411 maximum above floor. 5-1503{b) fcJProvide 3011 x 4811 clear floor space for ~ forward.approach. 2-511.l(b) ® LAVATORIES ra:'J Provide 3011 x 4811 clear floor space for Vforward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) ©Provide clear space beneath lavatories 2911 high by 3011 wide by 811 deep at top and 911 high by 3011 wide by 1711 deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 3411 • 5:-1504(a) 0 Hot water and drain pipes lavatories shall be insulated. 5-1504(b) under rn:'iFaucet controls and ope~ating mechanism \..:;?'(operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceed~g 5 lbs. 5-1504(c) t:\If self-closing valves are used, they Vshall remain open for at least 1 10 seconds. 5-1504(c) 6 TOILEI ROOM ACCESSORIES riw Mirror bottom edge shall be located 4011 V maximum above floor. · 2-511.l(b) .· (b':)Toilet tissue dispensers shall be mounted y within 1211 from the front edge of toilet · seat. 2-511.l(b) rc:)0perating parts of dispensing and .ydisposal fixtures (towels, waste, coin slots, etc.) shall be within 4011 of floor. 2-511.l(b) 6 SANITARY FACILITIES IDENTIFICATION fa;\ On d·oorways leading to sanitary \.Jfacilities the symbols to be provided are 1211 Equilateral triangle for men, 1211 diameter circle for women, and 1/411 thick, centered on door,· 6011 high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511. l(a) •• < . ; Dates*-90 Prepared bys . Qµ Jurisdiction CARLSBAD VALUATION AND PLAN CHECK FEE o· Bldg. Dept. D Esgil PLAN CHECK NO. 90-\S~ BUILDING ADDRESS 2-i~ fu..\'od0,__,_./ Ave APPLICANT/CONTACT ill. \Ji d WW\ OX-®JHONE NO. 2..7 ~-57 5 0 BUILDING OCCUPANCY e::i~1.._ DESIGNER PHONE ------ TYPE OF CONSTRUCTION .JII:-l'-j CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER T .. I.· ·4eo -,c::; 20,56 95 2:::> ?-·/1 .. ,. Air Conditionin~ Commercial @ ~ Residenti""l @ .. Res. or Cornrri. Fire· Snrinklers @ Total Value -95~37 Building Permit r ee $ · $ e::, 2-. L5o . -----------------.z..------ P la n Check· Fee---"$;...._ ________________ -'--$ _4 ___ 0_3 ..... ,...a:9 .... o ____ _ CO H HEN TS ... : _________________________ _ SHEET _L OF_1 _ I 12/87 \, i' -· 1 • BUILDING PLANCHECK ENGINEERING CHECKLIST if) IZ] , f/J ',- ' DATE: 19 0::::.T 90 PLANCHECK NO. 90-158:'.:> © < 1 2 3 ,-) .-, (") ''i i-... 1 n r-. f) -. -,,., . _,_::,,_ ,"")l,____ 1--H 1--~ _ _17 , f,--) I ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION s T N R D D t~ • r-:'', f·J , 2 12 -O&i \ -32. _X_ITEM SELECTED C C C H H H E E E C C C K K K 000 IBoo f woo FRMOOlO.DH PROJECT ID: ___________ _ LEGAL REQUIREMENTS Site Pl an 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 and dimensioned setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance ,/ 4. No Discreti-onary approvals were required. __ 5. Project complies with all Engineering Conditions of Approval for Project No. ________ _ ___ 6. Project does not comply with the following Engineering Conditions of Approval for Project No. ________ _ Conditions complied with by: ______ Date: ___ _ Field Review NIA 7. Field review completed. No issues raised. ' __ 8. Field Review completed. The following issues or discrepancies with the site plan were found: ___ A. __ B. __ c. __ D. Site lacks adequate public improvements. Existing drainage improvements not shown or in conflict with site plan. Site is served by overhead power lines. Grading is required to access site, create pad or provide for ultimate street improvement. 08/29/89 FRMOOIO.DH ---E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. ___ F. Other: __________________ _ Dedication Requirements / 9. No dedication required. ___ 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8~" x 11" plat map and submit with a title report and the required processing fee. Al 1 easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: ____________________ _ Dedication completed, Date: ____ _ By: _____ _ Improvement Requirements i/' 11. . 12. --- No public improvements reqµired. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: _________________ _ Improvement plans signed, Date: ____ _ By: ____ _ 08/29/89 FRMOOlO.DH ___ 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent tit 1 e report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date ______ _ By: ______ _ Grading Requirements ___ 13a. I 14. __ 15. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). No grading required as determined by the information provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: ____ _ By: __ _ Miscellaneous Permits /16. __ 17. / 18. __ 19. / 20. Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: ____________________ _ Sewer Permit is not required. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. Industrial Waste Permit is not required. 08/29/89 __ 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy . . Industrial Waste Permit accepted -Date: ____ By: ______ _ Fees Required N/Pt 22. NIA 23. I NIA 24. --- r-J/A 25. r-1/ A 26. f .]/A 27. • rt//4 2a. { Park-in-Lieu Fee Quadrant: __ Fee per Unit: _____ Total Fee: __ _ Traffic Impact Fee Fee Per Unit: Total Fee: -------- Bridge and Thoroughfare Fee Fee per Unit: _____ Total Fee: __ _ Public Facilities Fee required. Facilities Management Fee Zone: _____ Fee: __ _ Sewer Fees Permit No. ------EDU' s. _____ _ Fee: ------ Sewer Lateral required: _____________ _ Fee: ------- __ REMARKS: _____________________ _ ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: S.SCHEtF LL Date: I'? OCT qo FRMOOlO.DH 08/29/89 I I I I I I I I I I I I I I I I I I I October 19, 1992 DATE KM:WN ENGR--'------ PRrnECT ISIS" -BUILDING 2280 burkett ~ &wong • structural & civil engineers STRUCTURAL CALCULATIONS FOR ISIS PHARMACEUTICAL BLDG. 2280 -T.I. .. .. ' \.. CARLSBAD, CALIFORNIA Isis Phannaceutical 2280 Faraday Avenue Carlsbiid, CA 92008 .. Cover SHEET _____ _ 4331 E JOB NO _____ _ (f-/V -7'~ 9;?-/19/ I. 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' ~-k---1:.s-c-·-r'"r·--=--, . . . - -• : -: ~=:F1'=~-l~; __ ;;..l~-l:-+--.-;--~-------_.:.. __________ ?_• ~~~:~==--~-~--;--:; __ :;-=-:=_---~--~--------·-,-, ----:---rr---r~, 1 ---:-..;..... _______ G":'----.--- --. • _: __ i _:!_ :._-:_r _;__ ;-t-1--r: r I r !__J_j_;__! , __ ;_r-·•-,-- f-r-i·-r-t--------~-!--'. --,--~-, __ ' -.. -,--~ --!-1--·--·------,-------------· -·--· ------:~~~=-:-~=-:_:::.: : ' ; :-!-+-; ---------r-:-~--~·-1---·-.---- / _ _.:____.~-.__.., ___ :__ __ .--·-·--·------·, _____ J ___ i---~-;_:_~-~+-_...;.... ______ ---:!: ,,--,--·-.-·-·-=-==~~----=---_ :_:_~~. _..:_.,.... ~1-+, -·11. ~1~71-~--;--===~======~-=;__ ' ---------.. , --------~-------------· -·· --· -· ----- :_~1_·=_-~~-=-__ =--~-~--:_ =----~-------~--=~_-_:~_=-_·---------=-===...;.--!.....:·-_,:-.'_-;-=±..L, ii'~....:.l~_J=-~~""'."~i -ti"'.~-}-==--===--===-==~--_ -~--=~--=-=_~--;--7; ' ,_· ~-~~~ :=--=~~~:~:=-=-~---~-=-- . .. . ! ! ----~-------__ , ·-·---·-··-------------------------------------:---· ------------·t-1 -,-----··-·--------------------··--·------=~==;~+~-:-------------' _· __________ _ -1. __ -_-_···_-_-.--:--~---------· --------· _·_;......,· --,~~--·-------··-·-----···· ·---------' ---·--·-· ., .. -·. ---· --· ... -·· -·· ------------·-··~·-_·: --~---,-------·-· ----~--~:-·:=.- ···-·-· -------·--------·--- I DATE _ _,,,_,J1-!A-_LA/ _ ___,9_?,._..__ ENGR __ . __ .t.AJ-.:...-;__;_tJ....;;· '-----·- PROJECT t ? l s burkett ~ &wong • structural & civil engineers SHEET ----+t_D_F_(; __ JOB NO t:? ~ 's ) G I • DATE ~;'<-lj'---~-0/_..___..q ___ 7 ___ _ '-.J ENGR ___ V\.J° __ N ___ _ PROJECT burkett ~ &_wong • structural & civil engineers >Dr, SHEET ______ _ JOB NO '£7,~/c I .,,i DATE --'--AJ'tFV.;__-'----q+-=2~- I~ \.-~) k)---A J ENGR----=--=-'-'>.,J..,---- PROJECT ·1· ,. burkett id &wong • structural & civil engineers 60~ SHEET _______ _ JOBNO 4 5 S / e ·. · .•. :.· .. -,·,.,,::. __ .-_;:,.·. o;";-:~-~'.'.'F'b"'~t;''.:-~~I~*:---::~.':i~;.+.:;-_.;:,-~ -2.: :;~.":::·~,-: ;:',;0;~~:.~~~;-:;·.~., .. _.;7--;.:-~.: ;:;·.·. ,· --~:~-,..,.,:, ,~: -~~--:·, ·,:::,::::~·~:-,.·:··· ·~-~--'T·.·· i ~t!r ~-,:;::-;:)_:_} :-~~~;·rl~A;I~~ NO~~< . <,/~. ~1~j . ~:~;~· ·.,·'·:·---:,for·. ·1 ·., I I I I ·1 I I -~• ~, • •• ,:! ., ·:1' l~ ...... ~-,( i CAL_CULATING DIAPHRAGM .SHEAR ref. _·-.·APPENOICES A, 8,-AND C of PLYWOOD DIAPHRAGMS RESEARCH REPORT 138 John R. Tissell, P.E. I --''-----------. ·-. Diaphragm Design Factors Pre•,ious tests established the following factors to be used in the design of plywood diaphragms. Except as notec, research discussed in the body of this report did not suggest revision of these factors. The factors for panel edges in bloc!~ed diaphragms are summarized in Table A-2. 1. Plywood containing Species Group 2, 3 or 4 veneer. a. Diaphragm design shears are 90 percent of those for all-Group-1 panels of the Sc!me· thickness, for the same nail size and spacing (3). b. Diaphragm design shears are 100 percent of those for STRUCTURAL I (all-Group-1) panels one size thinner, for the same nail size and spacing, if minimum nail pe:ietration into framing is maintained (3). 2. Design shears must be reduced 11 percent when 2-in.-nomina! lumber is used (1). (This reduction also ap;::lies to 2 rows oi faster.ers in 3-in.-nominal lumber, anc 3 rows of faste·ners in 4-in.-nominal turiber.} 3. The following rec:..:c:ions·must t::e applied for c!cse n2.il spacing. These a;e in ac:diticn to the 11 percent fer 2-ir.. framing, it also applicable. .. a. Fifteen percent fer nail spacing 2" on center at _ the boundary. "'t'- b. Ten percent for 10d nails 2· or 2-112· on center at the boundary when boundary members are single 2-in._-wide me1J1bers. This reduction is in addition t to 3a for 2" nail spacing. (It has been subsequently specified that framing shall be 3-in. nominal or wider, and nails shall be staggered where nails are spaced 2" or 2-112· o.c., and where 10d nails having penetration into framing of more than 1-5/8" are spaced 3" o.c.) 4. Nailing 4" o.c. at the boundary and 5• o.c. at interior panel edges is used as the "basic" shear to derive the following values for lightly loaded diaphragms: a. Blocked with 6" o.c. boundary and 6" o.c. pane!- ecge nailing, use 75 ·percent. · b. Unblocked (See Table A:1 for illustration of "cases"): (1) Case 1, use 67 percent. (2) Case 2 through 6, use 50 percent. Caution: The following nails fully develop the strength potential of plywood listed._Usfng larger nails will not result in a higher allowable design load. Example: 10d nails cculd be used for fastening 3/8" STRUCTURAL f plywccd, but the c:esign shear should ce based on ed nail values. Nail 6d common 8d common 10d common ... :~:~-:iCf-{~ ·· . __ -· . ~. -- STRUCTURAL! Plywood 114• or 5/16" 3/8· 112· Other Plywood 3/8. 112· 5/8" I r~"'"''"°"' ' ' ', . ' ' ' ' ' ', ' ' ,· ' .. ·· '. ». • ,. :'"'}t'i>'.:;'.~ ' . ·; ·c: c~#:;:r, ';:_ ;;~· ~:: ~':,'.:~;;;,:;r~1~~rt~"f":~f"' 1tiff--:_·.----~--~---__..:.=. __ -_;_--________ ...:___ - r:;- ,. -~l --l I I I I I I I I I I ~1 :~; .. ---., ) Table· A-2 Surn~ary of Design .Reduction Factors for Nails in - -STRUCTURAL !(al Blocked Plywood Diaphragms -_ . · · -- Minimum Nominal Width Common Unes cf Framing Nan Spacing Per Une at Pane! Edges (In.) Nan cf Member Size Nails (In.) 2 2-1/2 3crmcre 1 2 .89 X .85 .89 .89 · 3 .85 1.0 1.0 6d &. 8d 2 .3 .89 X .85 .89 .89 . 4 .85 1.0 1.0 3 4 .89 X .85 .89 .89 ---·1 . 2 .89 X .85 X .90 .89 X .90 · ·.89 ·3 .85 1.0 1.0 10d 2 3 .89 X .85 X .90 .89 X .90 .89 4 .85 1.0 . 1.0 3 4 .89 X .85 X .90 .89 X .90 .89 {a) Apply an additional factor of .90 for plywood other than STRUCTURAL I, or Increase plywood th1ck!1ess one size. · · The equations In Table 8-4 are based on lateral load tests on nails and staples as reported In Research Report 138, Appendix B and those reported In 1952 (1). Table 8-4. Fastener Slip Equations Minimum For Maximum Approxlmata Slip, a0 (ln.j(•)(b) Fastener Penetrallon (ln.) Loads up to (lb) GreeruDry Ory/Dry 6d common nail 1-1/4 180 (V n/434)2.314 (V 0 /456)3.144 8d commcn nail 1-7/16 220 (V n/857) 1.869 (Vn/616)3.018 1Cd common nail 1-5/8 260 (Vn/977)1.894 (V n/769)3.276 14-ga staple 1 to 2 140 (Vnl&J2)1.-IB4 (V 0/596) 1.999 14-ga staple 2 170 (Vn/674)1.873 (V n / 461 )2.776 (a) Faonca:ed green/tested dry (seasoned); fabricated dry/tested dry. V n = fastener load. (b) Value~ t:ased_on Structural I plywood fastened to Group ll lumt:er. Increase slip by 20% when plywood Is not Structural I. ------------- 1 DERIVATION OF DESIGN SHEAR EQUATION FOR : DISCONTINUOUS INTERIOR PANEL JOINTS ' . I .. ~-- ----------------------------·--· -------.. ---------------When interior panel joints parallel to the applied lateral load are discontlnt.!ous, as in Case 1 and Case 2 diaphragms, shear resistance may be satisfied by fastening reduced from that at the boundary. For diaphragm shears exceedir:g those recognjz-€d by model cedes prior to 1920, a c:ieck must be made to assure that the ccmlnuous panel is i:Ot overstressed in shear- thrcugn-the-thickness due to lead distribution resulting from the mechanically fastened p?J1e!s. Figure C-1 sho~s relationships us~d in the derivation •. Terms are as follows: ~ 1 = center-to-center spacing of framing (in.), which is the m·inimum possible d,istance between staggered panel joints. V cp = sh.ear ln continuous panel (plf~: V np = shear In panel with Joint (plD .. -h,...,,._; __ ---·--... -.t._ • .1 -.r t ..... ·~ --··-.. ·---···· G en Vn n Fv = = = = plywood effective thickness for shear (ln.), from PDS (2). modulus of rigid!ty of panel (psi), from· POS (2). fastener slip On.), from Appendix 8. fastener design lead ~lb). For nails apply factors frcm Table A-2, Increase 1.2.3 fer short d:.1r2.tion of wind or earthquake lead, and lncre2;e 1.3 fer nails used in dla:Jhracm construction. For staples increase 123 for short duration of load. = fasteners per foot. = plywood design shear-through-uie-thiclmess stress (psi), from PDS (2). Include applicable adjustments such as Increases for short duration of load. :I -·; .I •• ·-: ' C .. ' ·:1 ·1 ·.·,. I I 1· I I ·I I ~-.: .;,f _,, ~ ... .-. . . ·: -: ;. . . Figure C-1 Diaphragm Element Illustrating Shf?aring Strain {ys) of Continuous Pariei::; and · Panels With Joints Along Adj~~ent Supports. _j_ Ys(np) T _L Ys(cp) T __ Dlaph~agm Section Figure C-1 represents a diaphragm element A·B·C-O acted upon by shearing stresses of Intensity v appl'ed along A·B·and C·D. Because of the action of these stresses, the element is de!ormed to A1·B 1·C1-D1, The modulus of e!asticity in shear (G) Is equal to the unit shearing stress divided by the unit shearing strain. In Figure C· 1, Ys represems the shearing strain . (deflection); therefore, Ys/(1 /2} represents the unit sheari~g strain. Thus, G = V Ysl{l/2) = unit shearing stress unit shearing strain from which y5/{112} = v/G. The shear stress v = VIA, where V Is the shear force on the section due to external {wind or seismic} forces, and A ( = 12t) is the cross sectional area of the plywood. Therefcre, y5t(l/2) = V/AG and Ys = V 1 /2AG . • For full·scale diaphragms, 1 is usually a sman portion of the o•,eralf diaphrag·m dimensicn. Therefore, a simplifying assumpticn is maG: that the shear force M 2.long ;...2, end thct clang c.o 2.re cpproximate!y equal. .. The total shear force en the s;:c:io11 is resisted by both continucus panels and p2.ne!s with joints, in proponi~ to their shear strain. In the case of panels with joints, · the shear strain Includes the eifect of fastener slip due to the shearing forces. Therefore, the portion of s11ear force resisted by both types of panels is determined by · equating the shearing strain of each alon\i.A·B (or C·D), measured relative to the axis of symmetry at the mid- width of the panel between supports: ·.01 D C1 C I . Panel joint Element ABCD Ys(cp) = Ys(np) Therefore, ref erring to Figure C-1: = from which en (2AG) Vcp = Vnp + 1 However, Vnp = nVn [1] Substituting Equation (1] and A = 12t: . en (24Gt} Vcp = nVn + 1 [2] However, the value of Ve-;, cannot exceed tr.e shear capacity ct the pane!, which is 12Fvt. Ther::!cre, Equation [2] c:.n be rewritten as e,,(2~Gt) 12Fyt = nVn + 1 :1 .I I ·I I I I I .·.·. y '"~~'°:.·s,'_:':, .~:C~-: , -''?:;,t·.s::~t~;~ .•.. ~· 7 I Jhe fastener slip (e~· ls determlned fro·r:n the· given V n with a and k as defined In Table 8-4 and using .the followinp eq~atlon: en= ( :n) a Since Fv, t, G, 1, V n, and en are known, solve the equation for ri: . 12t . n = -(Fvl -2Gen) V01 ---· ---·- [3J [A] .. This value of n (fasteners/foot) is the maximum number that can be used at the given V0 (lb/fastener) without exceeding the shear capacity of the plywood. The recommended design shear M along the discontinuous Interior panel joints is the average of V cp and V np-The maximum V can now be calculated using the value of n from equation [A]: · Vnp + Vcp 12 Gt e0. V = 2 = nVn + 1 '.. "[4] or, for a known V, the required fasteners per foot (n) can be calculated:· Vl -12!Gen n = V01 [8] The value of n calcuiated using [B] must not exceed n as calculated in equation [A]. If the number of fasteners required exceeds the number allowable per equarion (A]: A. For a small number of additional fasteners: Reduce V n and resolve (Al and [BJ. B. For a large number of additional fasteners: Increase plywood thickness_ and/or fastener size. .. • ----------... LITERATURE CITED 1. Countryman, David. Lateral Tests on Plywood Sheathed Diaphragms. Laboratory Report 55. Douglas Fir Plywood Association*. 1952. 2. ___ Pl'fWood Design Specification. American Plywood Association. 1980. 3. Tissell, John R. 1966 Horizontal Plywood Diaphragm Tests. Laboratory Report 106. American Plywood Association. 1967. "Name changed to American Plywood Assoclatfon In 1964. I --~ , .. -. -.... --....... ··-·. ~. --· TABLE NO. 25-J-1-ALLOWABlE SHEAR IN POUNDS PER FOOT FOR HORIZONTAL PLYWOOD DIAPH WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN P!NE1 RAGMS -. BLOClCED DIAPHRAGMS IJ!IBLOClCED OIAPHRAGII Hail ~acing at dlaphr.agm houndane.s (all l:4se.s), at can-liails spaced 5• mu. zt Ulnimum tinaus panel edges par.allel ~end Minimum Minimum Nominal Ill load (~ses 3 and~) and at Loadperpen,, Nominal Nominal Wid!llof all panel edges (Cases 5 and 6) d!oJJ>rtz,un- Penelration In Plywood Fruning s I 4 I 21122 I zz bloc:l:ad edges C(he- Common Fnrming Thiel<ness Member and c::,ntinuous conflg\Jrations PUWOOD GRADE MailSiza Qnlncnes) (In Inches) (lnlncheo) /lail spacing at ottior panel)oints (t:a=Z. plywood panel edges (Case 1) 3, 4, 5.llld6) 6 I 6 I 4 f 3 . 6d rn 1/16 2 185, 250 375 420 165 125 3 210 280 420 475 185 140 STRUCTURAL I 8d l½ % 2 2701360 530 600 240 180 3 300 400 600 675 265 200 10d3 1% .U/32 2 3201425 640 730 285 215 3 360 480 720 820. 320 240 5/10 2 1701225 335 380 150 110 6d . l¼ 3 190 250 380 430 170 125 · 3/s 2 185 I 250 375 420 165 125 3 210 I 2ao 420 475 185 140 C:D, C-C, STRUCTURAL Il % 2 I 2401320 480 545 215 160 and other grades covered 8d l½ 3 270 360 540 610 240 180 in U.B.C. SLandard No. 25-9 15/32 2 2701360 530 600 240 180 3· 300 400 600 675 265 200 15/32 2 2901385 575 655 255 190 10d3 1% 3 325 430 650 735 290 215 19/32 2 3201425 640 730 285 215 3 360 480 720 820 320 240 .P .P .... IToc::se v:ilucs :ire for shon-timc lo:ids due to wind or e:inhquake and must be reduced 25 percem for normal loading. Space nails 12 inches on center along intermediate framing members. Allowable shear values for nails in framing members of other species sec fonh in Table No. 25-17-J of the U.B.C. Standards shall be calculated for :ill grades by multiplying the values for nails in Structural l by the following factors: Group III. 0.82 and Group IV. 0.65. 1Framing ac adjoining pane! edges shall be 3-inch nominal or wider and nails shall be staggered where nails are spaced 2 inches or 21/i inches on center. 3Framing :it adjoining panel edges shall be 3-inch nominal or wider and nails shall be staggo:red when: !Od nails having penetration inco framing of more than 1 J /3 inches arc spaced 3 inches or less on cencer. Lead I CASE5 Framing .. • :-.ate: F=ing may be oriented in either dir~on for diaph.r.lgms. provid..~ she:!!.hing is properly designed for venic:ll loading. _,., __ .--:.:.~-----.•. ---.. _ .. .;. .-.. ~( :;1 N Ul l. . ... ... u:, u:, ... C: z "l1 0 :0 s: CD C: r. CJ z G) (") 0 CJ m = .. ~ .... u:, u:, C: z "l1 0 :n :;: CD C: r CJ z Q (") 0 CJ m N c..., ?-...... I ·1 I ·- •• I ·.'4 .') --~ ... _ ... \._ -------- I I I I I .I I I I ,,;.. . ;-.. '.-..... -~ . App~n<;.fix • ~ --~.-•. !_.1~ •s •: . ,: '>';.'.: ;~,-,. ~!,;';\i·\:. c'ji'.~'7-,°''.'.C :: •·:°" ,~;;c,c,i,-~c,,•C 0;7-) }fN, 7 o Ftf Tables 1 and 2 present recommended shears which apply to most diaphragm designs. Occasionally, due. to higher lateral loads or to building geometry. or layout, higher allowable shears are required. Calculation by . principles of mechanics using .values of nail strength and plywood shear values (see APA Research Report 138) is one way to design for higher shears. Another option is to use Table A-1 for high-load horizontal diaphragms (see ICBO Evaluation Report No. 1952). For high-load she1r walls. structural panels may be applied to both faces of framing. Allowable shear for 1b!il pc waif mav be taken as twice the tabulated shear for one ~e. Where the snear caoacities are not eaual, the allowaote sh ar mav be either · h r fo · 0 with t e hiaher caoacitv or twice the shear for the side with the . lnwer r::>n::>~itv. wntchever is areater. If nail spacing is less than 6 inches o.c. on either side. panel joints should be offset to fall on different framing members or framing should be 3-inch nominal or greater and nails on each side should be staggered. Table A-1 Allowable Shear in Pounds per Foot for High-Load Horizontal Blocked Diaphragms with Framing f D I F La h S th p· (aJ f w· d S . . L d" (bl 0 ouq as-1r. re or OU ern me or In or e1sm1c oa mq FASTENER CASES 1 ANO 2!dl PANEL GRAOE(c) MINIMUM Fastener spacing per line at diaphragm boundaries Qnches) ANO MllllMUM Minimum NOMINAL WIDTH 4 I 2-1/2 2 NOMINAL Penetration in OF FRAMING LINES Fastener spacing per line at other panel edges Qnches) TH(CKIIESS Framing MEMBER OF Onches) Type (inches) Qnches) FASTENERS 6 4 I 4 3 I 3 2 10d 3 2 650 870 I 940 1230 I -I APA Ccmmon 1-518 2 755 980 I 1080 1410 I -Struc:ural I Naiis 4 3 9~ 1305 1375 1810 23i32 - I 3 2 6C-O I 600 I 840 900 I 1040 14 aauae 2 I I S!ac:es 4 3 840 900 1140 1350 1440 APA 10d 3 2 645 I 870 I 935 1225 - Rated Sheathing Common 1-518 2 750 l 980 I 1075 1395 -C-0 Naiis 4 3 01~ 1305 1370 1510 C-C vv:l - 23/32 · 14 0~""0 I 3 2 600 I 600 I 820 900 I 1020 I s·=~~-2 I I l I lC:~· 4 3 820 900 1120 1350 1400 (a) Allowacle s::ear values for fas:eners in frammg rr:embers al ether s::iec,es shall be calculated for all grades by murJc:r,ng :ne values !or fas:eners in Slruc.cral I by the fc,:o.,,,ng factors: Group Iii. 0.82 ana Group IV. 0.€5. · (b) Fas;er.ng a:ong ,ntermetfa:e fram:ng mem= Saace nails 12 inches an center. except 6 incnes on center for s::z-.s g:eaier than 32 in::,-.es. (c) Plywaod coniormmg to PS 1-83: o.."'\S! panels ccnicrming to NER-108. - -- 1200 1800 - - - 1200 1510 (a) fnis tacie g;;es shear values,lcr Cases 1 and 2. The values·shawn are applicable to Cases 3, 4, 5 a.~d 6 providea :a.:..or.ers at all cornil'l'.'OUS oanel edges are spaced :n =rdance with the bcuncary iasiener sca::mg and crOV1ded :r,e maximum shear is 11:nrted to 1200 ptt. .• • 24 . ' -f~-_..;; ____________ :¥t, ... ~ --------------:--....:. . .:;:..;._ _____________ _ Ir.#, 8-or=--'\ I -I ·I ·1 .. I 10 ... -: I. •-I .; . -----------3 --•---•---' £: ~I~ i _J .. , -n •-----•----• ~.~11 ---" -, :..u ----• ---• ~-+----;~' ----------------~ TABLE NO. A-1 SPACING 3" NOMINAL-TWO LINES ~i:tf------.-------·i 1 ~I 1----•-----· , -' "'' l I::,..!.-·-•-----• ---t ~ii:!I \I t 1~, ----·==---~----j l TABLE NO. A-1 ! I SPACING 4# NOMINAL-TWO LJNES Paoel Joint t=TTir=:-=-.=----.--~-=::j J ~,Q[1-·--· -4' ;::; .. ij;+-·-. --·---·j -j;: \ '? ~--·--·--~J rr-1 •---• +--+-+--. ----------------1 . I TABLE NO. A-1 ,---I ~ SPACING } 4" NOMINAL-THREE LINES ~-' )-·1----·------· ---.--<,l· ' ;::;/ :, ' 0~, ~ .. s-~-·------· --·-r·· / Panill edge 1 """' c: I ~ I C f-g. ~;----•------•---- N 1 ~1 CT j ,~-· <-l TABLE NO. A-1 -=--=-.:~-- SPACING TYPICAL BOUNDARY FASTENING (SHOWN IS mo LINES, STAGGEneo) NOTE: SPACE PANEL END ANO EQGE JOINTS 1/8 INCH. REDUCE SPACING BETWE::N LINES OF NAILS AS NECESSARY TO !.lAINTAIN MINIMUM. 3/8-!NCH FASTENER EDGE MARG:NS. MINIMUM S~CING BETWEEN LINES IS 3/8 INCH. .• + 25 '! ~1, .. ---... -• ._ .... ·.·· ........ -· -~ "~: . t . :l -··--- ' . (~,. \ ·-. _, . . . ' ;. •• ··1 -• :-·j ·I . :l '. ·1 ·I ·1 I .I I I· I .I ·1 ·1 ... -.I ~~ . ' CITY OF LOS.ANGELES DEP~THENT OF BUILDING il..lID SAFETY EARTEQOAKE SAFET'! DIVISION GUIDELINE 9 NAILING OF NEW PLYWOOD SEEA':i:'HING OVER EXISTING STRAIGHT SHEA'!'EIUG Section 9l.8809(c}, Table NO. ·as-I, Item 1, allows the installation of plywood sheath.ing over ex;i.sting straight sheathing with allowable values as specified L~ Table 24-J for blocked diaphragms • T.he use of 10d nails has caused splitting of the existing straight shee.. thing resulting· in an undetermined loss a£ shear resistance. Therefore, values for blocked diaphragms with lOd. nails may be used proviced shea.r t=ansfer is accomplished by one of the following: 1. Full 2" or nominal 3" wide blocki~g is provided at panel edges. 2. ~,1ec:12.nical connectors a.re ins tallec to provide she2..r ~=ans=ers at the panel edses and designed for the dia?b...rasm capacity. 3. ~ccd sc=ews are used with values and spaci~g equivalent to lGd nails as required by Table 25-J. 4. ~Pc-~-;11ing or othe.r mea~s of preventing splitting af t::e ex:.sti.ng· she a t..1.ing is· ap9ra7ed ?:::y t.ie De9a.r;;ien t:. .. .. ' \.. . . , ( ! t Certificate of Compliance (Part 1 of 2) Prescriptive Requirements CF-1 A l'Oject Aiditt ngineer Buicing Pemllt Number /J.ib::J ~~5 Ave Date Crty7[h LJ,J/ "f";;>~t~f:1;?..t ~,Jo (, 14)1~-~~-Fiel_d_Checked~-By---------o~aie __ Documentallon AuthoriFimi' Telephone · Approved By Date Principal Designer. The proposed building wm be in subslanlial compliance witfi 1he California Builcing Energy Efficiency Standards provide? it is built according to the plans and specifications and provided !Lm!re 1mprov~ents. are comple~ according to the req.JJrem!,lllts indicated on this Certificate of Compliance. The plans and specifications have been prepared to include all significant energy conservation features required for compliance with the Standards. Building areas lhat are unconcitioned and/or not subject lo the standards are indicated on the plans. Owner. The energy conservation features and performance gpecifications indk:ated on lhis document and on fle plans and specifications shall apply lo future allerations, unless compliance is demonstrated anew and a new Certificale of Compliance is submitted. A copy of 1his Certificate wil be retained Md lransmitted to future lenants, subsequent owners or others with responsibaty for making improvements or modfications to the building. If this certificate is lost, a new Certificale may be required before a permit is issued for alterations. Unconcfrtioned areas are incicated on the plans and, if these areas are concfltiooed in 1he future. they must be made lo c:omply with the applicable energy standards lhen in effect. Enforcement Agency. The ~ed building, and future alterations will comply with lhe California Builcing Energy Efficiency Standards, provided future afteratioris meet the requirements incicaled on lhis Certificate a,d Iii applica_ble mandatory measures, as bng as Iha building occupancy type remains unchanpec!. Signature Date Name/title Aper.cy kBress City/State/Zip EEM Form Revised Sep1ember 1988 General 1 Unconditioned or Multi-tenant shell? • • •. _-__ 2 CEC Occupancy Type • • • • • • • • • J..o ietee ~ 3 UBC Occupancy Group/Division • • • • • I??· .Z. 4 Edition of Standards ••••••••• JUI,, /be,:;, date 5 Conditioned Floor Area • • • • • • • • .!?I ~O st 6 Unconditioned Floor Area • • • • • • • __ _ sf 1st GeneraUon Occupancy Types 7 Location Code Number • • • • • • • • ~µ. 8 Occupancy Code Number • • • • • • • -1---- 9 Maximum Allowable UoYerall • • • • • • -1----81u/h-$f-F 10 StandardOTTV ••••••••••••. ___ Btutti-sf 2nd GeneraUon Occupancy Types 11 Cimate Zone • • • • • • • • • • • • ·-~- 12 Package Seleaed • • • • • • • • • • -.,___-1--_ 13 HVAC Power Criteria Set (if appfic.) • • • • ~ Nole: List other options and requirements significant for compfianc:e below or on an attached supplement For example, include lenant snpn:,,rement specifications. Aclcitional requirements should be funher detailed in the energy compliance documentation. Attachment becomes part of Certificate of Compliance. 14 SupplementAttached?. • • • • • • • ."'( (YIN) ( I. ., Certificate of Compliance (Part 2 ot 2) Prescriptive Compliance CF-1 A Corid.Fir .Area For Enforcement Agency Use Only ' ~~~~~~:.!..!.;...~~~~~L!..L!<-1.!...::~:....:·~~cB.f!e Plan Checked By Date No ... More lhan one Part 2 ~¥ be submittad, but an must reference lhe same P~ 1. The person responsible for lhe design compliance for each major builcing syslem 8CAAOWl8dges the following complianoe statement by signing the appropriate space below. Compliance Statement The proposed building im_provements substantiaffy comply with lhe requirements incicated on lhe Certilicate of Compliance for lhis builcing, dated,--,.__,,..-,,--.--· The plans and specificaoons include lhe significant energy conservation features and the compliance documentation _IS consistent wiiti ihe plans and specifications. Envelope A11owec1 1 Roof/Cemng Rt • • • • • • __ _ 2 Exterior Floor Rt • • • • • .___ __ 3 Opaque Wall Rt • • ••••. __ _ 4 Exterior Wall Area • • • • • • • • , • - 5 Wall Glazing Area • • • • • • • • • • . 6 Average SC (Wall) • • • • • • • • • • 7 Total wan % Glazing • • • __ _ e West Exterior wan Area* (if applic.) ••• 9 Glazing Area (West Want (if applic.) • • 10 Average SC (West Waif (if applic.) • • • 11 West Wall % Glazing* • • • __ _ , ll 12 Roof Glazing? (attach CF-6) • • • • • • __ _ • Lowrise office P_kQs. D, E,& F and all highrise office Pkgs. Lighting h-F-sf/Btu h-F-sf/Btu h-F-sf/Btu sf sf % sf sf "' (YIN) 13 Basis of Allowed LPD ••• -----,-------- ~>< 1-err-1t-1~ ~.u11.-r.71t-16t.., et-1-.1el...?!c='e, ¢14ic=-t.t~ ~~-(' ~,t,,j,JeJ;::' j ,.J I 'f ~ Enforcement Agency bate ( -Allowed Proposed '---· 14 LPD ••••••••••• ___ watts/sf EX!ent of Improvements Plansdaiacl Specs dated Date 15 Package Lighting Reduction_____ watts/sf 16 A~usled LPD •••••• ___ ___ watts/sf 17 Lighting Control Credts? ••••••••. ___ (YIN) Other requirements: ~~~~,~ ~f"'L.1~ ~ "*4-t:'PL.Al-1~ Mechanical A11owec1 Proposed 18 Whole BuHcing HVAC Seti? {WS-4A) • • H"/A a. Fan Wattage Index ••• ___ __. __ b. Cooling Power Index • • __ _ c. Healing Power Index •• __ _ 19 Tailored HVAC Approach? (WS-48) ••• __ _ a. Heating Capacity • • • • __ _ b. Cooling Capacity • • • • ---c. Fan Performance Index • ---20 Simultaneous heaVcool? (WS-4C) • • • '-,ii" Other requirements: EEM Form Revised Seplember 1988 (YIN) watts/sf Btu/sf Btivsf (YIN) _ __ {units) __ (units) cfm..in/sf (YIN) Signature Naineffiile Company cnyistaie/Zip Telephone Enforcement Agency Cal. License No. Date i¼1.Jl~iJ1" ~ ~ ~ f~µ~~l.,e..,e, ~{~~ ~i::::'~)~tt:-f-1)( fxi;nt of Improvements Enforcement Agency Date Page __ ol __ I ', , .~Certificate of Compliance (Supplement) Additional Requirements CF-: 1 X i Corid.Fir .Area ei-~ For Enforcement Agency Use Only· • CECOcc.Type Plan Checked By Date The features & specifications established on this CF-1X (CF-1 Part 1 Supplement) are required for the above named project to comply with the Califomia Building Energy Efficiency Standards. The signatories of the CF-1 Part 1 indicate their knowledge and acceptance of the adcilional requirements specified below by their signatures on this form. I ~~-;A~ I~~ f'H.t.lZ.~I~ ,~~~l'·f AJ:1• + 14-,t-lai PnnapaOes1gne~ Owner Energy Ana yst -rHe ~IPH~f ~I~~ 1iJ~~ ~ -n-11~ ~~ ,~ WP}'~ir,.J~ iJf;_/ L,t..~ ,t:..~. \.t/H~~ f'~t.e:t.S. Ja.x.1~1,Jc.. Ef4lJ1f'He!JT H~-~ ~ r~ ~111qJ -~~ ~. f.-J~~1f1..1~T ~~t'-i ~~ ~t:==> t'a!Jl?ITi~ ~Ji~,~ T~I~ iet:rl.Jl~H~ ~8~ Fi:='~~: H~-1 ~-I t.A?-t rrzo,.,rt?e-H~ ·I.JP .Al~ F~ i:?xHAU~ H-~4Jt? AJHE:- ~~ iiJ -n:-fE:-~'~J ~~ • 'l.J~IT~ ~ ~'Ze:I? Tt::=> ~l?l-S: H161+-I t?LJT~1c::,e.· ~,p.. l~~ef<1et--fT?. t-Jaw H~T PLJH~ t.Jt.ltT fi:::'~ i-JH~ ~ -~. ui-11, 14S> ~u1,Z.e;t7 f~ Hl~H ~fL.l,~lzet:::> et?uil'H~iJT' !..P~ ·· EEM Form Revised September 1988 Page_of_ .. ILSI -TI Carlsbad Climate Zone #7 White Construction Title 24 Energy Calculations Compliance Method -SCM December 4, 1992 Haynal and Company 2171 India Street, Suite A San Diego, CA 92101 (619) 295-9225 Contractor's License #467907 Certificate of Compliance (Part 1 of 2) Performance Requirements CF-lB ======================================================:-====== For Enforcement Agency Use Only ----Project Title: ILSI, AMERICA Date of certificate: 12-04-1992 Architect/Engineer Project Location: WHITE CONSTRUCTION CRIVELLO COMERCE CENTER, BLDG D Project City/Town: 2260 RUTHERFORD, CARLSBAD, CA Doc. Author: Haynal and Company (619) 743-5408 / 295-9225 PRINCIPAL DESIG~ER.h Proposed building~ijill be in subftantial compliance wit t e Ce11tornla Butl 1ng Energy Ef iciencY, Stahdards ~rovi ed it 1s bui t accor ing to the pans an1 specit1cat1ons~and provided futu~e improveme~ts are.~omplete according tote requirements 1nu1ceted_on tis C~rtit1cate od CompLiance. Te plans and specifications ave ~een ~repare to include all $Jgnificent energy conservation .features required tor dcomfliancedw1tli the S0tendards. h Builddingdareas that areduncon 1ti ned an /or not su Ject tote stan ar s are indicate on the p ns. Company 4-@p, ;:p O,l.e 'J\l\.>L , · Address /;P?J4:J I «C'et?--±6 U-l . ke:b City/State/Zip ~~ CA Telephone4~-5f ~/ Cal. License No. C, ~(D~ OWNE&~. Tbe energy conservalitiond features d and h performance specJTJCat1ons 1na1c~fed on tis ocument an on t e pans and specifications dshal apply to future alteratiobs, unless comp 1ance 1s emonstrated anew and .a new Cert1ficete of Comp iance is sublJJitted. A copy of this Certificate will be retained and transmitted t9_future tenants.subsequent owners or others ijtth re~pons1biL1ty tor maK1ng improveTents or modifications tote bui1d1ngd.If this certificate.is ost,a new Cfrt1f1cate may e .req41re before.a _permit 1s 1s$Ued for e terations. Unconditi?oneQ ardeas areh indicated on the Pl~ns ana 1 these areas are con 1tione int e future, they mvst e made to comply w1th the app ,cable energy standaras then 1n e feet. Signature ____________ Date ______ _ Name/Title ____________________ _ Company _____________________ _ Address _____________________ _ City/State/Zip __________________ _ E~FORCEMENlT AG~NCY. Progo$ed buildingland future alterations w1ll comp y with the Callforn1e Bu, d1ng Energy Eft1c1ency $tandardds provhtQed futvfre a terat1onslmeet toe brequ,rements 1nd1cate on t 1s Cert! 1cate and al applica e mandatorY, measures as long as bu1 ding occupancy type remains unchangea. Signature ____________ Date ______ _ Name/Title ____________________ _ Agency ______________________ _ Address _____________________ _ City/State/Zip __________________ _ Building Permit Number ________________ _ Plan Checked By _____________ Date ---~- Field Checked By ____________ Date ____ _ Approved By _______________ Date ____ _ Name/Title Beth Brummitt NRE-88-2001 Company: Haynal and Company Address: 2171 India Street, Suite A City/State/Zip San Diego, CA 92101 Telephone (619) 295-9225 GENERAL Reference 1 Unconditioned or Multi-tenant shell? ••••• 2 CEC Occupancy Type ••••.•.•••••. PLANS 3 UBC 0cc. Group/Division •••••••• PLANS 4 Climate Zone ••••••••••••.•••••• PLANS 5 Conditioned Floor Area ••••••••• PLANS 6 Unconditioned Floor Area •••.••• PLANS 7 Budget Table (fr. Standards) ••• BEES 8 All. Energy Budget (WS-1A) ••..• WS-1A 9 Cale. Method CEC Code/Date ••••• OUTPUT 10 Multiplier ••••••••••••••••••••• OUTPUT 11 Calculated Energy Use •••••••••• OUTPUT ENVELOPE REQUIREMENTS 12 Average Roof/Ceiling ••••••••••• CF-2 13 Average Exterior Floor R ••••••• CF-2 14 Average Opaque Wall R •••••••••• CF-2 15 Glazing Area in Wall ••.•••••••• CF-2 16 Average sc (Wall Glazing) •••••• CF-2 17 Glazing Area in Roof ••••••••••• CF-2 18 Average SC (Roof Glazing) •••••• CF-2 LIGHTING REQUIREMENTS 19 Allowed Whole building LPD ••.•• NA 20 Allowed Common Areas LPD •••••.. NA 21 Allowed Tenant Space LPD ••••••• SCM 3.2 22 Package Lighting Reduction ••••• NA 23 Lighting Controls Required? •••• SCM 3.2 MECHANICAL REQUIREMENTS N L.R.O. B-2 7 4580 395 2-53R 131.0 SCM 3.2 NA 109.6 21.50 SLAB 2.02 870 .30 NONE NA NA NA 1.50 NA NO 24 System Type •••••••••••..••••••• HEAT PUMPS 25 Unit Fan Power ••••••••••••••••• WS-4A .40 26 Rated Cooling Efficiency ••••••• SCM 3.2 8.0 27 Rated Cooling Capacity ••••••••• SCM 3.2 156.0 28 Rated Heating Efficiency •••.••• SCM 3.2 29 Rated Heating Capacity ••••.•••• SCM 3.2 2.5 162.0 30 Economizer cooling •••.••••••..• SCM 3.2 N 31 CF-1X Attached? •••••••••••••••••••••••••• Y sf sf kBtu/sf yr kBtu/sf yr h f sf/Btu hf sf/Btu hf sf/Btu sf sf watts/sf watts/sf watts/sf watts/sf (Y/N) watts/sf EER (units) MBH (units) COP (units) MBH (units) (Y/N) (Y/N) Certificate of Compliance (Part 2 of 2) Performance Compliance CF-lB -----------------------=------==-----=-=----===-=--====----=====--=============-=====================================---------======= Project Title: ILSI, AMERICA For Enforcement Agency Use Only Date of Certificate 12-04-1992 Doc. Author: Haynal and Company (619) 743-5408/295-9225 Cond.Flr.Area: 4580 sf CEC 0cc Type: L.R.O. Plan Checked By Date Note. More than one Part 2 may be submitted, but all must reference the same Part 1. The person responsible for the design compliance for each major building system acknowledges the following compliance statement by signing the appropriate space below. Compliance Statement. The proposed building improvements substantially comply with the requirements indicated on the Certificate of Compliance for this building, dated 12-04-1992. The plans and specifications include the significant energy conservation features and the compliance documentation is consistent with the plans and specifications. ENVELOPE 1 Average Roof/Ceiling Rt •••• 2 Average Exterior Floor Rt •• 3 Average Opaque Wall Rt ••••• 4 Glazing Area in Wall ••••••• 5 Average SC (Wall) •••••••••• 6 Glazing Area in Roof ••••••• 7 Average SC (Roof) •••••••••• Other requirements: 1. R19 INSULATION AT CEILING. Al lowed 21.50 SLAB 2.02 870 .30 NONE NA Proposed 21.50 • h-F-sf/Btu SLAB h-F-sf/Btu 2.02 h-F-sf/Btu 870 sf .30 NONE sf NA 3. R11 IN FRAME WALLS. NO INSULATION AT CONCRETE WALLS. 5. SC=.30 OR BETTER PER BUILDING PLAN. LIGHTING 8 Basis of Allowed LPD •••• SCM Al lowed Proposed 9 LPD ••••••••••••••••••••••• 1.50 10 Package Lighting Reduction 11 Adjusted LPD •••••••••••••• 1.50 12 Lighting Control credits? ••••••••••• Other requirements: CF-5 NOT BY HAYNAL AND COMPANY MECHANICAL 13 Unit Fan Power .•••••••••••••• 14 Rated Cooling Efficiency ••••• 15 Rated Cooling Capacity ••••••• 16 Rated Heating Efficiency ••••• 17 Rated Heating Capacity ••••••• 18 Economizer cooling? •••••••••• 19 Simultaneous heat/cool? •••••• Other requirements: Al lowed .40 8.0 156.0 2.5 162.0 N N watts/sf watts/sf watts/sf (Y/N) Proposed .32 watts/sf BELOW EER (units) 154.5 MBH (units) 2.8 COP (units) 162.0 MBH (units) N (Y/N) N CY/N) PACKAGE HEAT PUMPS: COOL EER HEAT COP DAY & NIGHT 654AP048 x2 DAY & NIGHT 654AP060 x1 OR EQUAL 48.0 8.5 51.0 2.8 EACH 58.5 8.0 60.0 2.8 Specs dated ~ a e/Title PP 11:p Oy\.4;t. \v\.,~ · Telephone Cal.License No. Enforcement Agency Date Extent of Improvements Plans dated Specs dated Signature Date Name/Title Company Address City/State/Zip Telephone Cal.License No. Enforcement Agency Date Telephone Cal. License No. Enforcement Date ...,........ ..... ~.._~ ........ ~-~ ., < ....... ......,"'l'"•-·-·--.... 1, ... ,-.. , .. ,.r,,.~ Mandatory Measures Checklist MF-1 Prqec11,de For En10f08mont Agency Ui;o Only Documentation Auihor/Flffll Date Plan checked By This Checklist Is applicable IO bolh Firsl and Second Generation Nonresidential Standards Comphance. ' Envelope Measures ( J Certified Insulation materials pgr 2-5311 (a) • • • • • I J Insulation ~rafted to mool flame spread and smoke . density ruqurrements of 2-5311 (b) • • .• • • • • • • . r . ( J Urea formaldehyde loam Insulation is installed per 2-5311(c) • • • • • • • • • • • • • • • l I Retrofit Insulation specified as per 2-5313 ••••• I I Air Infiltration is minimized by spoclllcalion ol tostod manufactured doors and windows, propor sealing nnd caulking of iolnts ond oponilltJR In oxtorior walls, nnd wootho111tnpping as por Soollon 2-6317 • • • • Lighting System Measures Reference In Conatruction Documents ( ) Certified luminaires/ballasts per 2-5314(b) ••••••• NA l ) Independent conlrol w/ enclosed areas per 2-5319(a) • ( J Manual switching readily accessible per 2-5319(b) ••• ( ) Reduction of lighting load IO al least one hall per 2-5319(c). Occupancy sensors or programmable timers meeting CEC criteria may substitute • • • • • • • • • ( ) Separate switching of dayHI areas per 2-5319(d) •••• ( I Separate switching oi display and valance lighting in retahnd wholesale stores por 2-5319(h) •••• I J Aulomallc control ol display lighting in rotnil and wholesale stores per 2-5319(h) • • • • • • • • • • I I Tandem wi~ng of one-and lhree-lamp luminaires per 2-5319(1). • • • • • • • • • • • • • • • • Daylighting and Lumen Maintenance Controls (When applicable) I I I Uniformly illumination reduction to one-half per 2-5319(e)1 ••••••••••••• ; (· I Flicker froo OP._Omlion and no premature lamp failure per 2-5319(eJ2 ••••••••••••••••• I I fmo dnlaf to provont undosirablo cyd1ng pcir 2 531 (11)3 • • • • • • • • • • • • • • • • • I I Stop sw1td11n9 dov1ous with r.uparabon botwoon on/oll soll1ngs por 2-5319(0)4 ••••••••• \I/ NA ( J Photocell sensors with a diffusing oover and no opaque cover per 2-5319(8)5 •••••• ( I Manufacturer's instructions provided for installation and calibration per 2-5319(e)6 •••••••••• I J Praper inslanalion of conlrols including sensor location. certification ol initial calibration and control ol lum1na1res only within daylil area per 2-5319(e)8 •••••••• ( I Visible or oudiblo malfunction alarms per 2 5319(g) • , Occupancy Sensing Devices (when applicable) Roleranco rn Construction , Documents NA I I Visible or audiblo malfunction alarms per 2·5319(g) • • • NA I ) limits on omisi;ions per exceptions to 2·5319(e) •• ; • -*'~- HVAC and Plumbing System Measures ( ) Piping insulated as required by 2-5312 • • I ) Certified HVAC equipment per 2-5314(a) • . M-. ( I Certif10d plumbing equipment per 2-5314(a) •••••• -~- I ) Heating and cooling equipment ellicrency por 2 5314(bJ • --+-- 1 I Pilolless ignition ol gas appliances per 2-5314(cl • • • • _ ··- I J Automatic controls lor oil-hours per 2-531 S(a) 1 • • • • • ___ _ I I Thermostat set pointrequiremenlS per 2-5315(a/ •••• --1--- I J Sequential control of healing and coohng per 2-53I5(a)3_ -+-- I I Automatic exhaust fan dampers per 2-5316(b) ••• I I Thermostat controls for each zone per 2·5315(bl • ( I Ventilation provided per 2-5316 and 2-5343 ••••• · • l I Ventilation and recirculabon air quanbty information provided per 1403(b)3 • • • • • • • • • , ·-+--- 1 I Heaters for domestic hot water and'or pools per 2-5318 • _ .... ..,,_ """"'~-==-=· -""'·-"'="'-""·""· ==--"'--=====·==·""''·==--==-,,..--.,.,~--=-,-,,,.-,--~--,..--.._,.., __ .,._,...,., __ ,,,._,..,_,,,...,,.,,:: __ .,..,_ ·"'--""'-=·-'"=·-·""··"""·· --,,--.,.,..,,,,...,..--,-,,,--, ______ .. ·-·--....,....-..-.- EEM Form Rovrsod September 1988 of ,. i i I I I I I I I ~l I I I I I l i I I t l /. i 1 CERTIFICATE OF COMPLIANCE -SCM v3.2A Project Title: ILSI Architect/Engineer: ENGINEER Project Location: ADDRESS City/Town: CITY Author/Firm: AUTHOR *****>> RUNCODE: 12-04-1992-P@ Total Zones 3 GENERAL 1 Multi-tenant? .•....•••. 2 CEC 0cc Type .......... . 3 UBC 0cc ...••.•••.•••.. 4 Climate Zone ..••...•.•• 5 Cond Floor Area (SQFT) • 5A Cond Perimeter (FT) .• 6 Uncond Floor Area (SQFT) 7 Budget Table .......••. 8 All. Eng Budget •...... 9 Cale. Method ...• .' ..... 10 Multiplier .••..•••..... 11 Cale Eng Use (KBTU/SQFT) ENVELOPE REQUIREMENTS 12 Avg Roof R •..........• 13 Avg Ext Floor R ....•.. 14 Avg Opaque Wall R •••.. 15 Wall Glaze Area (SQFT). 16 Avg SC (Wall Glaze) ..•• 16A SideFins/Overhangs ... 17 Roof Glaze Area (SQFT) .. 18 Avg SC (Roof Glaze) LIGHTING REQUIREMENTS 19 Modeled Zone LPD .•.••.. 20 Common area LPD •..•.•••. 21 Tenant Space LPD ..••••• 22 Package Light Reduction. 23 Light Controls Required? MECHANICAL REQUIREMENTS * 24 System Type* ......... . 25 Unit Fan Power (W/SQFT). 26 Rated Cooling EER .••.••• 27 Rated Cooling Capacity. 28 Rated Heating EFF ..•••. 29 Rated Heating Capacity .. 30 Economizer Cooling ..•.. 31 HP Aux. Heating Capacity. 32 HP Crankcase Htr (W) •... 33 Loop Capacity (Gal) •... 34 Boiler EFF .......•..... 35 HP Water Heater COP ••.. Zone #1 y OFFICE B-2 OFFICE 7 1308 80 CPO-23 1.03 109.80 21.50 o.oo 1.33 360 0.30 NO 0 o.oo 1.5 N/A N/A NO HP/AC/EW 0.40 8.00 48000 2.50 51000 NO 0 0 N/A N/A N/A PERFORMANCE REQUIREMENTS CF-lX Date: 12-04-1992 Time: 08:38 Telephone# XXX-XXX-XXXX PAGE 1 OF 1 Zone #2 y OFFICE B-2 OFFICE 7 1128 109 CPO-23 1.03 114.01 21.50 o.oo 1.33 510 0.30 NO 0 o.oo 1.5 N/A N/A NO HP/AC/EW 0.40 8.00 48000 2.50 51000 NO 0 0 N/A N/A N/A Zone #3 y OFFICE B-2 OFFICE 7 2144 76 CPO-23 1.03 107.20 21. 50 o.oo 5.38 0 o.oo NO 0 0.00 1.5 N/A N/A NO HP/AC/EW 0.40 8.00 60000 2.50 60000 NO 0 0 N/A N/A N/A GF = Gas Furnace, OF= Oil Furnace, ER= Electric Resistance HP= Heat Pump, HY= Hydronic Heat Pump, AC= Air Conditioning GW = Gas Water Heater, ,EW = Electric Water Heater, HW = Heat Pump Water Heater **** SCM ENERGY ANALYSIS MODEL VERSION 3.2A **** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** ****************************************************** ASHRAE SDT DATE: 12-04-1992 TIME: 08:38 PAGE: 1 83 CLIMATE ZONE RUN TYPE TOTAL ZONES 7 COMPLIANCE : 3 RUNCODE: 12-04-1992-P@ ******************************************************************* ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) Zone 1 Zone 2 Zone 3 BUILDING ----------------------------- SITE HEATING 1.7 2.0 0.8 4.5 SITE COOLING 7.7 7.7 12.8 28.2 SITE LIGHTING 21.9 18.9 35.9 76.7 SITE RECEPTACLE 7.3 6.3 12.0 25.6 SITE FAN 8.1 7.0 13.3 28.5 SITE HOT WATER 0.6 0.5 1.0 2.1 ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) Zone 1 ------- SOURCE HEATING 3.8 SOURCE COOLING 17.8 SOURCE LIGHTING 50.3 SOURCE RECEPTACLE 16.8 SOURCE FAN 18.7 SOURCE HOT WATER 1.·4 Zone 2 ------- 5.2 20.5 50.3 16.8 18.7 1.4 Zone 3 ------- 1.2 17.9 50.3 16.8 18.7 1.4 BUILDING 2.9 18.5 50.3 16.8 18.7 1.4 BUILDING ANNUAL SOURCE ENERGY USE ESTIMATE IS 109.6 KBTU/SQ.FT. ( NOTE: 1 KWH= 10.239 KBTUS OF SOURCE ENERGY) ZONE# ZONE FILE 1 2 3 ILSI-1.ZON ILSI-2.ZON ILSI-3.ZON OCCUPANCY TYPE OFFICE OFFICE OFFICE WATTS/SF 1.50 1.50 1.50 DAYLIGHTING · Energy Budgets Worksheet WS-1A For Enforcement Agency Use Only Proiect Tiile bocumentaaon AuihortF1rm Date -Plan Checked By Summary Data Second Generation Standard• Occupancy Types · · 45Bo 1 Coi'lclitiooed Floor Area • • • • • • • • • • • • • • ,., • o • • •• • • • • • • • • • • • • • • • • • • • _.i..:,~<-=--sf 2 Total Allowed Energy Use (MMBtu are Btu x 1o6J • • . • • • • • • • ,· • • • • • • • • • • • • • • . • • • ____ MMBIU/yr 3 Energy Budget (Une 2 x 1000 I Line 1) (kBtu = Btu x 1o3J • , , , •• , •• , •• , • • • • • • • • • • • \ Q ( kBIU/yr-sf Flral Generailon Standard• Occupancy Ty~ 4 ConclitiOfled Floor Area • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ('JA sf 5 8 Tola! 'irowed Energy Use (MMBIU are Btu x 1o6J • • • • • • • • • • • • • • • • • • • • • • • • • • • + MMBtulyr Energy Budget (Line 5 x 1000/ Une 4) (kBtu .. Btu x 103) • • • • • • • • • • • • • • • • • , • • • • • • _ _,;f__ kBtu/yr-sf Second Generation Nonresidential Standards A B C D E F G H J K c1:~llloned Cond. Cond. I 1.,1..:-~ A-"••••---• Adjusted loorArea P9rimeter Area to Energy A11owea Energy OCcupancy bescriplionl by Perim. Bu~et LPO Pkg.A (H-'6 Budget Floor# Per Total Per Ratio x38. L AHowed Ener&, (Kx 1000 Type Story /kBtu/ (CF-5) LPORqt. (G+J) Occupancy Story (DIE) yr-sf)) MMBtul)'r L,f2..0 -Fll2.ST ~o 4SRo ~s l1,3 13\ \ gr ~ ' .. Total ,,_..,..,o .• -'LJ Total Allowed Energy First Generation Nonresidential Standards A .9 C D E Conditioned Energy Allowed OCcupancy Description/ Floor Budget Energy _Type Floor# Area (kBtutyr-sf) (C X DV1000 :, Total Totnl EEM Form Revised September 1988 Page_· _of __ I 1. i' I I I ! l· SCM v3.2A -SUMMARY OF ENVELOPE INPUTS (PART 1 OF 2) CF-2X Date 12-04-1992 Project Title: ILSI Author/Firm: AUTHOR RUNCODE: 12-04-1992-P@ Time 08:38 Plan Checked By Roof Zone Type 1 R-1 2 R-1 3 R-1 Totals Wall Zone Type 1 W-1 2 W-1 3 W-1 Totals Zone 1 2 3 Type N/A N/A N/A ROOF Roof Design Abs. Area R-value 0.70 1308 21.50 0.70 1128 21.50 0.70 2144 21.50 4580 Avg. R-val 21.50 OPAQUE EXTERIOR WALLS AND DOORS Wall Door Heat I Wall Area Area Cap. Abs. 360 7 %16.5010.70 471 9 %16.50 0.70 684 14 3.2110.10 1515 30.28 Weighted Average R-Value GLAZING IN ROOF Horizontal Area o.o o.o o.o Design U-Value N/A N/A N/A Total o EXTERIOR SURFACE AREA = 2385 Area/ R-Value 60.83 52.46 99.72 213.0 R-Value 1.3 1.3 5.4 2.02 Date Ceiling Height 9.0 9.0 9.0 At/Rt 275.88 360.93 129.66 766.47 Modeled SC o.oo 0.00 o.oo , ' SCM v3.2A -SUMMARY OF ENVELOPE INPUTS (PART 2 OF 2) CF-2X Project Title: ILSI Author/Firm: AUTHOR RUNCODE: 12-04-1992-P@ Zone 1 2 3 Floor Type SLAB SLAB SLAB Area 1308 1128 2144 Date 12-04-1992 Time 08:38 Plan Checked By FLOOR AREA/SOFFITS Design R-value Date Area/ R-Value --------·--------------------------------------------------------------------Totals 4580 0 Avg. R-val N/A Azimuth= 0 GLAZING IN WALLS -Areal Shading Coefficient(sc) Zone Glazing Nlsc Else 1 G-1 72 0.30 252 0.30 2 G-1 0 0.30 24 0.30 3 G-1 0 0.30 0 0.30 Totals 72 276 GLAZING CHARACTERISTICS Zone Avg. Zone Glazing U-Value SC 1 G-1 1 •. 10 0.30 2 G-1 1.10 0.30 3 G-1 1.10 0.00 Totals Building Area-Weighted Averages Sise Wisc Total 36 0.30 0 378 0.30 108 0 0.30 0 414 108 AND WEIGHTED AVERAGES Total Area X U-Val. 395 560 0 955 1.1 West Area X SC 0.00 32.40 0.00 32.40 0.30 0.30 360 0.30 510 0.30 0 870 Total Area X SC 108.00 153.00 0.00 261.00 0.30 . . PROJECT NAME. LOCATION \L.$' <:.-ere~~ B-kb c...-c:,oNu F--~~ North /N~ Zone: I Gross .2..!~ ~.) ~~-r'\.:... Wall Are~: \ ~OS ~F: 8 ~c) \;o Glass :::.. Lf8 Clg Heig.ht: 4.-0 40" 0 ::::. 2:4 -,z Raised Flr: ¢ Net Perimeter: 80 Wall l44· .. Zone: 2-Gross ¢ A-c,ei-e) .-or Wall Area: ll !'-ocF: \lZ-S Glass C lg Height: C\'° Raised Flr: ¢ Net P e r i me t er : l 0'9 Wall Zone: 3 -Gross ~'1 (p w...~---S,f~CL,O Wall A ¥e a : .;2.,l '¥,f- ~ r-: ..:2-l <.fl¼ Glass Clg Height:"<> Raised Flr:· 7 ' ·el-c.. Nee Per-1. meter: 7r.o Wall 3tS-F . °TbTA-L CLIMATE ZONE, : __ ::t-:~------ARS"A-. -'-f-980 P~\. -2-C,~ East/=t. S out3/S'vJ West/N\JJ . -Total · Lighting LfS-0 S-z+ ¢-12.o Fixtures (yz..,o G, 2 -:. I <f'f (:toe;, ~)2> ~ ~2 .C,~o ~ ~G;, :;e,o . C.~o :,. ¾ 'Z<G2. Watts l 98 W/SF l Cp 3G,o-C tc:z... ~~ lCpZ ·Fixtures 16{ { z..oc. 0 -'72 e,oe, I) :::. 6~ Lf~<'co :::: 2.Lf -I ( Lf~., )c... = \ 4-lt soc. 0 :=.. o/o S\O (3a?0) 2 :: 42-Lf-'Ya O = 2Lf ,. ~0 G,0 ) 2 = 72 loS Watts 'e:/' "0 = '{-2' W/SF I :;40 Z-70.. . ~7e szt-'+'71 -c lC-tLf ¢ l 'f4-G~lf Fixtures . ¢ ' Watts Bl-c. Y/SF l't'-t-F l 't'{-F ~o~-F - MUt..Tl--zot-\~ c..f='-2. HVAC -- TAG EER COP CFM CFM/! FWI TAG EER COP CFM CFM/~ FWI TAG EER COP CFM C·~M/1 ' FWI J ~ ' i§ (, ILSI AVERAGE R OF Wall DATE: 12-03-1992 Awl + Aw2 + Aw3 + Aw4 Awl/Rwl + Aw2/Rw2 + Aw3/Rw3 + Aw4/Rw4 AVERAGE HC OF Wall AwlHCwl + Aw2HCw2 + Aw3HCw3 + Aw4HCw4 Awl -+' Aw2 + Aw3 + Aw4 81.00 + 603.00 + o.oo + o.oo 81.00 / 1.33 + ZONE 3 AVERAGE R-VALUE 603;00 / 9.09 + o.oo / o.oo + 81. 00 X 16. 50 + ZONE 3 AVERAGE HC = 5.38 603.00 X 1.43 + 81.00 + = 603.00 + 3.21 Copyright 1987 Mark Gallant-Haynal and Company 0.00 X 0.00 + o.oo + o.oo o.oo / o.oo 0.00 X 0.00 . .. ... ' ~ .. ~ .,, ...... , Constru_ction Assembly Compliance Form CF-3 General Information ' I C.010 C Auetnbf1 ~ and Number • • • • • • • • • • • • • • • • • • • • • • • • • • . ·• • • • • • • • W ~ LL.- fflllllng TfPII • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ---- I Frarning 8llll ••••••••••••••••••••••••••••••••••••••••••• ---- F,arnlng 8pllci,g • • • • • • • • • • • • • • • • • • • It • • • • • • • • • • • • • • • • • • • • • • Inches • I lnluldon In Cavllt • • • • • • ~ • • . • • • • • • • • • • • • • • • • • • • • • • ~ • • • • • • • • • F.fl2..ltrl8lu P,c:M~dCavhy~rnng.................................. N2.fwta~ • _,.__;__, -;···~-· :: . -·--····-· • • A V I Sketch of Construction Assembly Ust of Construction Components A ' I I • I • 7 . ~ ('2" Cof>)C. 'g:EJ:E, 77 LT-LL'P • • Ta&II R-Vu W/o 11ml • • • • • • • • • • • • • • --· -Yw?i'--- • lnalde turllot • tm • • • • • . • ~ • • • • • • • • --~-w_B __ . - Outalda Mtaoa ar11m. • • • • • • • • • • • ..... __ ,_\_J __ _ 11 TOIII '*mil N~atanoe CAI) • • • • • .• • I • • •.• _ ... , ....... 2;i;..;~--- . 11 ~ c111.1n1 11, • • • • • • • • • • • , • , , ._.. __ ._] __ G __ _ .TOIII HC I MC Co1C1Co1D (kllF4f) \(p,SO • . ..--... , ___ ,, ____ __.._. ,._.,_ · co·nstruction Assembly Compliance Form General Information . . 1 ~ T,Pe and Number • • • • • • • • • • • • • • • • • • • , • • • • • • ·• • • • • • • • • • • )h)A(.,L I Framing TrPI • • • • • • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~ :z. s: ~ • FrarnlnQ 8lZII I I I I I I I I I I I I I • I I I I t I I I I I I I I I I a t I I t I I I I I I e I I -;:;;;, • .. Frlrn1ng Spacing • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .:z._ lnct,es I lnlullllion In Cavitt • • • • • • ~ • • . • • • • • • • • • • • • • • • • • • • • • • ~ • • • • • • • • • g:..-11 F.fl.2..hrt81u . .t En,cdYI A-wJut of c.vtty/Frarni,g • • • • • • • • • • • • • • ~ • • • • • • • , • • • • • . • • • • • • (p tCe I F-ft2.hn'81U _-;:· .---'1' -, •. yr···---.. ( ... : .. ,,,,,___. . ... .. ) ,, ... ' . ;--.,.. . . :-.-~-~>] . . (·~·:. . . ·:· ,..... . \ ,, ) -·· ....... f. Jl ...... ··-···-. --- Sketch of Construction Assembly Ust of Construction Components A 1 I • ' • • 7 ~-11 I ,5'tp I TOIII A-Value w/o Im• • • • • • , , • • • • • • • _ ... ] .... , .... J .. 3 ___ _ t blcll _....__ a.I.. • r_ ~ • S\-j \\ ~"~ -11m • • • • • . • • • • • • • • • • __ ..:;'P..;;,!d"'--- 11 . 11 ~ eurtaoe air am_. • • • • • • • • • • • • • ., __ ._G __ B __ _ Total '*"'81 ,.~stance (Rt) • • • • • :-, , • , , .• -· __ 4_, _0_4..__ .,_.....,. (11 UM 11) , , , , , , , , , • , , , , , "'"'' ___ • .......,I\_O __ tt......,...1'1 .. ,.t.. .. J ....... _ .......... . .c. Wal • ;,,G:,O · 'I I 2'10, D ~ (ltw.F-I,) I c'<C, ~ I (o . ,..2(.. ,Toti! HO / E HC ColC1Co1D (8~ ,<eB ,07 .~52· Construction Assembly Compliance Form CF-3 For Enfon::.mtnt Agency UN Only PRIJICl ftdi , _ . ±IOYN~ L r <!D, -,cunemalion Aulhor/Fm Dall bate General Information 1 Aaaembl)' Typt and Number •••••••••••••••••••••••••• · .••••••• · •••• -12:.__~ 2 Framing Type • • • • • • • • • • • • • • • • • • • • • • • • , • • • • , • • • • • • • • , , , • , ~ a Framing Siztl • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2 U ?:t=:e:N "t::;6 ·-D 4, Framing Spaci,g • • • • • • • • • • ~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ___ lnchts 5 Insulation In Cavity • • • • • • • • .. • • • • • • • • • • • • • • • • • • • • • • ~ • • • • • • • • • I tli F.fl2.hrl91U .. I Etr,cliv9 ~ of cavity/Fnuning • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • __ i..._...__ F-ft2-hr/8tu r.-1 '(_ Sketch of construction Assembly List of Construction Components A 1 2 s ' 5 • 7 -Acousr:1 CA-t..-Tl LG; Y:2.'' I A-valul NA ,,,oo L.;i.C. • Tollll A-Value w/o flma • • • • • • • • • • • • • • a.o . ~ G • lftlldt MNfaoe alrlllm ••••••••••••• ) • __ ._~_2_ ~ IUlfaot •11111 • .(~~~¥l'.I '? 'f ;3-.E; •• __ .. __ (e_~_ 11 Total....,_, Nllatanoe (At) • , • • • .• • , • , , , ..Z.. I , S0 12 ~(1/Llne 11) ••••••••••••••• ""'. _. __ 0_4.......,7_ C Wd - .Total HO E HC ColCxColD (Btu.IF-sf) . -----~,------.,----~--,._ot_ I l ,, Whole Building HVAC Worksheet (HVAC Power Indices) WS-4A Project Title: ILSI -TI For Enforcement Agency Use Only Date of certificate: 12-04-1992 Doc. Author: Haynal and Company (619) 743-5408 / 295-9225 Summary Data Plan Checked By Date 1. Conditioned Floor Area ............................... e ••• 2. Total Fan Watts During Peak Cooling Conditions •....•..... 3. Fan Wattage Index (Line 2 x 1000 / Line 1) ............ . 4. Total HVAC System Energy·During Peak Cooling Conditions •. 5. Cooling Power Index (Line 4 x 1000 / Line 1) •............ 6. Total HVAC System Energy During Peak Heating Conditions .. 7. Heating Power Index (Line 6 x 1000 / Line 1) ••........... Fan Energy Equipment Brake Horsepower Motor x Drive Efficiency Conversion Number Mark Description Cooling Heating Cooling Heating Factor Fans HP-1 DAY&NIGHT 654AP048 0.41 .68 0.746 2 HP-2 DAY&NIGHT 654AP060 0.51 .7 0.746 1 4580 1.44 0.32 N/A N/A N/A N/A ft2 KWatts W/ft2 kBtu/hr BtuH-ft2 kBtu/hr BtuH-ft2 Peak kilowatts Cooling Heating 0.900 0.544 Total Kilowatts 1.444 Heating and Cooling Equipment COOLING HEATING Equipment Design Conversion Source Design Conversion Source Mark Description Output Efficiency Factor kBtu/hr Output Efficiency Factor kBtu/hr HP-1 DAY&NIGHT 654AP048 x2 96.00 8.5 10.239 115.64 102.00 2.8 3.000 109.29 HP-2 DAY&NIGHT 654AP060 58.50 8.0 10.239 74.87 60.00 2.8 3.000 64.29 Total 190.51 Total 173.57 03-Dec-92 ILSI ************************* ** FAN WATTAGE INDEX WORKSHEET** (MULTI-UNIT/MULTI-ZONE) Exhaust ZONE EQUIPMENT Indoor Blower HP Fan Efficiency W/HP (KW) 1 2 3 BRAKE 4.0 0.65 BRAKE 5.0 0.65 4 TONS 4 TONS 5 TONS ( 0.41 / 68.0% ( 0.41 / 68.0% ( 0.51 / 70.0% X 0.746 + ( X 0.746 + ( X 0.746 + ( NA ) / NA ) / 0.13) / .** BRAKE HORSEPOWER** HORSEPOWER CFM X E.S.P. 1600 X 0.65 <---Ton ------------= ----------------= <---E.S.P. 40% X 6356 40% X 6356 HORSEPOWER CFM x.E.S.P. 2000 X 0.65 <---Ton ------------= ----------------= <---E.S.P. 40% X 6356 40% X 6356 ** AIR CIRCULATION ** ZONE CFM SQ FT AIR CIRC -------------------------------------1 1600 I 1308 = 1.22 2 1600 I 1128 = 1.42 3 2000 I 2144 = 0.93 SF/1000 1.308 1.128 2.144 0.41 0.51 FWI = 0.34 = 0.40 = 0.31 Page No. 1 12/03/92 Brand DIRECTORY OF CERTIFIED CENTRAL HEAT PUMPS Updated 4/1/92 Single Package Air Srce (HPl) Haynal & Co. Equipment Finder v2.0 Selection Criteria: 2 of 1185 Marked Cooling Capacity User# EF0417 Heating Capacity Add Compressor Model (Btuh) EER SEER HSPF @ 47F ACOP Typ Date DAY AND NIGHT 654AP060 DAY AND NIGHT 654AP048 58500 8.0 9.20 6.6 48000 8.5 9.00 6.6 60000 2.8 32 8912 51000 2.8 32 8912 HOURLY BUILDING HEAT LOSS RATE DATE: 12-03-1992 PROJECT: ILSI: Zone 1 (Conf, ·sales Mgr/Area) LOCATION: Carlsbad SYSTEM TYPE: Heat Pump GROSS FLOOR AREA= CEILING HEIGHT= 9.0 1308.0 HAYNAL & COMPANY 425 North Date, Suite A Escondido CA 92025 DESIGN HEAT LOSS DESIGN TEMPERATURE DIFFERENCE For All Assemblies Other Than The Three Below .•... 70F -38F = DT For Insulated Floor Over Vented Unheated Space .• Line 1/Line 2 = DT i For Uninsulated Floor Over Vented Unheated Space .... Line 2-5F = DT u For Slab-on Ground Floors ••••...••.•••..••••••.... 70F -49F = DT s 1 32.0F 2 16.0F 3 11. OF 4 21. OF CONDUCTIVE HEAT LOSS Assembly Description Glazing Wall Ceiling Floor INFILTRATION OUTDOOR AIR SINGLE Concrete R-19 SLAB 0 CFM x 20 CFM x Area ft2 or Length, ft 360.0 360.0 1308.0 80.0 X X X X U-Value or F2 1.100 X 0.750 X 0.050 X 1.150 X DT 32.0 32.0 32.0 21.0 Hourly Heat Loss = 12672 Btu/hr = 8640 Btu/hr = 2093 Btu/hr = 1932 Btu/hr Subtotal = 25337 Btu/hr 1.08 X 13 people x 1.08 x 32.0 = 32.0 = o Btu/hr 8986 Btu/hr Subtotal = 34322 Btu/hr DUCT HEAT LOSS (0 if there are no ducts) 0.081 x Subtotal = 2778 Btu/hr DESIGN HEAT LOSS = 37101 Btu/hr Based on ASHRAE COOLING LOAD CALCULATION ILSI: Zone 1 (Conf, Sales Mgr/Area) August 1 p.m. Outdoor Temp= 83 Indoor Temp = 78 Cooling DT = 5 1 People 13 (Number) X 225 13 (Number) X 275 2 Glass NORTH/SHADED 72 EAST 252 SOUTH 36 Sensible Factor Latent Factor sf X 16.2 Factor sf X 32.0 Factor sf X 29.3 Factor 3 Walls and Partitions Wall(s) 0 Net Sq. Concrete 360 Net Sq. 4 Ceiling 1308 Sq. Ft. 5 Lights Incandescent 0 (Total Fluorescent 1962 (Total 6 Miscellaneous From Table 4 7 Infiltration 0 CFM X 0 CFM X 8 Outdoor Air 20 CFM x 13 20 CFM X 13 Ft. X 1.0 Factor -CLTD XU Ft. X 8.0 Factor -CLTD XU X 2.2 Factor -CLTD XU watts in Use) X 3.4 watts in Use) X 3.4 X 1.2 Heat Sources () 5.40 Sensible Factor 4.20 Latent Factor people X 1.08 X 5.0 Cool OT people X 0.70 X 6.0 Grains Total Sensible Total Latent TOTAL LOAD Total Load 37501.0 / 12000 = 3.1 Tons Based on ASHRAE SENSIBLE LOAD Btu/hr = 2925.0 LATENT LOAD Btu/hr = 3575.0 = 1169.8 = 8066.3 = 1056.4 = o.o = 2880.0 = 2877.6 = 0.0 = 8005.0 = 4450.0 = o.o = 0.0 = 1404.0 = 1092.0 = 32834.0 = 4667.0 = 37501.0 Btu/hr HOURLY BUILDING HEAT LOSS RATE DATE: 12-03-1992 PROJECT: ILSI: Zone 2 (Exec, Acctg Ofcs,Lby) LOCATION: Carlsbad SYSTEM TYPE: Heat Pump GROSS FLOOR AREA= CEILING HEIGHT= 9.0 1128.0 HAYNAL & COMPANY 425 North Date, Suite A Escondido CA 92025 DESIGN HEAT LOSS DESIGN TEMPERATURE DIFFERENCE For All Assemblies Other Than The Three Below ....• 70F -38F = DT For Insulated Floor Over Vented Unheated Space .• Line 1/Line 2 = DT i For uninsulated Floor over Vented Unheated Space .•.. Line 2-5F = DT u For Slab-on Ground Floors ••••..••••••....•••••.... 70F -49F = DT s 1 32.0F 2 16.0F 3 11.0F 4 21. OF CONDUCTIVE HEAT LOSS Assembly Area ft2 or U-Value Hourly Description Length, ft or F2 DT Heat Loss Glazing SINGLE 510.0 X 1.100 X 32.0 = 17952 Btu/hr Wall Concrete 471.0 X 0.750 X 32.0 = 11304 Btu/hr Ceiling R-19 1128.0 X 0.050 X 32.0 = 1805 Btu/hr Floor SLAB 109.0 X 1.150 X 21.0 = 2632 Btu/hr Subtotal = 33693 Btu/hr INFILTRATION 0 CFM X 1.08 X 32.0 = 0 Btu/hr OUTDOOR AIR 20 CFM X 8 people X 1.08 X 32.0 = 5530 Btu/hr Subtotal = 39223 Btu/hr DUCT HEAT LOSS (0 if there are no ducts) 0.081 X Subtotal = 3175 Btu/hr DESIGN HEAT LOSS = 42398 Btu/hr Based on ASHRAE COOLING LOAD CALCULATION ILSI: Zone 2 (Exec, Acctg Ofcs,Lby) August 5 p.m. outdoor Temp= 83 Indoor Temp = 78 Cooling DT = 5 1 People 8 (Number) x 225 Sensible Factor 8 (Number) x 275 Latent Factor 2 Glass EAST SOUTH WEST 24 Sf X 378 Sf X 108 sf X 25.0 Factor 24.2 Factor 51.9 Factor 3 Walls and Partitions Wall(s) 0 Net Sq. Ft. x l.0°Factor -CLTD x U Concrete 471 Net sq. Ft. x 12.0 Factor -CLTD x U 4 Ceiling 1128 Sq. Ft. X 2.2 Factor -CLTD x U 5 Lights Incandescent o (Total Watts in Use) x 3.4 Fluorescent 1692 (Total watts in Use) x 3.4 x 1.2 6 Miscellaneous Heat Sources () From Table 4 7 Infiltration 0 CFM X 0 CFM x 8 Outdoor Air 20 CFM X 20 CFM X 8 8 5.40 Sensible Factor 4.20 Latent Factor people X I.08 X 5.0 people X 0.70 X 6.0 Total Total Cool DT Grains Sensible Latent = = = = = = = = = = = = = = = = = TOTAL LOAD= Total Load 39788.4 / 12000 = 3.3 Tons Based on ASHRAE SENSIBLE LOAD Btu/hr 1800.0 600.3 9154.8 5610.4 5652.0 2481.6 6903.4 3850.0 864.0 36916.4 39788.4 Btu/hr LATENT LOAD Btu/hr 2200.0 0.0 0.0 0.0 o.o 672.0 2872.0 HOURLY BUILDING HEAT LOSS RATE PROJECT: ILSI: Zone 3 (Interior spaces) SYSTEM TYPE: Heat Pump CEILING HEIGHT= 9.0 HAYNAL & COMPANY 425 North Date, Suite A DATE: 12-03-1992 LOCATION: Carlsbad GROSS FLOOR AREA= 2144.0 Escondido CA 92025 DESIGN HEAT LOSS DESIGN TEMPERATURE DIFFERENCE For All Assemblies Other Than The Three Below ••••• 70F -38F = DT For Insulated Floor Over Vented Unheated Space •• Line 1/Line 2 = DT i For Uninsulated Floor Over Vented Unheated Space ••.. Line 2-5F = DT u For Slab-on Ground Floors ••••••••••.•••••••••••••• 70F -49F = DT s 1 32.0F 2 16.0F 3 11.0F 4 21.0F CONDUCTIVE HEAT LOSS Assembly Area ft2 or U-Value Hourly Description Length, ft or F2 DT Heat Loss Glazing Wall R-11 603.0 X 0.110 X 32.0 = 2123 Btu/hr Concrete 81. 0 X 0.750 X 32.0 = 1944 Btu/hr Ceiling R-19 2144.0 X 0.050 X 32.0 = 3430 Btu/hr Floor SLAB 76.0 X 1.150 X 21.0 = 1835 Btu/hr Subtotal = 9332 Btu/hr INFILTRATION 0 CFM X 1.08 X 32.0 = 0 Btu/hr OUTDOOR AIR 20 CFM X 15 people X 1.08 X 32.0 = 10368 Btu/hr Subtotal = 19700 Btu/hr DUCT HEAT LOSS (0 if there are no ducts) 0.081 X Subtotal = 1595 Btu/hr DESIGN HEAT LOSS = 21295 Btu/hr Based on ASHRAE ·, . outdoor Temp= 83 Indoor Temp = 78 Cooling DT = 5 1 People 15 X 225 COOLING LOAD CALCULATION ILSI: Zone 3 (Interior spaces) August 5 p.m. SENSIBLE LOAD Btu/hr Sensible Factor = 3375.0 LATENT LOAD Btu/hr (Number) 15 (Number) X 275 Latent Factor = 4125.0 2 Glass 3 Walls and Partitions Wall(s) 603 Net Sq. Ft. X 1.0 Factor -CLTD xu Concrete 81 Net Sq. Ft. X 3.0 Factor -CLTD XU 4 Ceiling 2144 Sq. Ft. X 2.2 Factor -CLTD x U 5 Lights Incandescent O (Total Watts in Use) x 3.4 Fluorescent 3216 (Total Watts in Use} x 3.4 x 1.2 6 Miscellaneous Heat Sources () From Table 4 7 Infiltration 800 CFM X 5.40 Sensible Factor 800 CFM x 4.20 Latent Factor 8 Outdoor Air 20 CFM X 15 people X 1.08 X 5.0 Cool DT 20 CFM X 15 people X 0.70 X 6.0 Grains Total Sensible Total Latent = 603.0 = 243.0 = 4716.8 = 0.0 = 13121.3 = 14500.0 = 4320.0 = 3360.0 = 1620.0 = 1260.0 = 42499.1 = 8745.0 TOTAL LOAD= 51244.1 Btu/hr Total Load 51244.1 / 12000 = 4.3 Tons Based on ASHRAE HAZARDOUS MATERIALS MANAGEMENT DIVISION tUO f/J i /Jo J--c., i Arf CJ/A. /u /92- N--Jr1s1 SAN DJEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Business Name Contact Person Telephone - .,; . -~ ~ •tt. '-~~.... .... . \ AIR POUUTION CDIVlllll DISTRICT COUNTY OF SAN DIEGO lf>l'o P-HA-fQ.MAC.EUTtc.A-t...S· "R,ot;.e-R.. s. HoW~b 454 51~3-\ Mailing Address City ·, , . State Zip Plan File# .!J~q .2 FA-RAbA'(. -Ave NLJE CA qu,t,g. C.~L..':::>~ Site Address City State Zip Plan File# .P.~fo PARA-b.A-Y A-\fe,,JUE C~L..~~ CA-Oi 2.oefi. PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS MANAGEMENT DIVISION: OCCUPANCY CLASSIFICATION Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. ~ 1 Explosive or Blasting Agents i Flammable Solids ~Pyrophorics Compressed Gases Organic Peroxides ~nstable Reactives Flammable or Combustible Liquid Oxidizers 9. Water Reactives · Cryogenics 13. Corrosives Highly Toxic or Toxic Materials 14. Other Health Hazards Radioactives PART II: COUNTY OF SAN DIEGO HEALTH DEPARTMENT-HAZARDOUS MATERIALS MANAGEMENT DIVISION: CONTINGENCY PLAN REVIEW: If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Management Division, 1255 Imperial Avenue, 3rd Floor, San Diego, CA 92186-5261. Telephone (619) 338-2222 prior to the issuance of a OFFICE USE ONLY D RMPP Exempt building permit. ,// o.P FEES MAY BE REQUIRED/ (7( Q Date Initials D RMPP Required 1. D Is your business listed on the reverse side of this form? Date Initials ies No 2. D Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3. D Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, ......../ 500 pounds, 200 cubic feet or carcinogens/reproductive toxins in any quantity? 4. D Ll!J Will your business use an existing or install an underground storage tank? D RMPP Completed 5. ci2J' D Will your business store or handle Acutely Hazardous Materials? Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT If the answer to any of the questions is yes, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 921 23. Telephone (619) 694-3307 prior to the issuance of a building permit. YES~/ 1. D [yJ Will the intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the reverse side of this form? 2. D D (ANSWER ONLY IF QUESTION 1 IS YES.) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K thru 12) as listed in the current Directory of School and Community College Districts, published by the San Diego County Office of Education and the current California Private Scho_ol _Directory, compiled in accordance with provisions of Education Code Section 33190? Briefly describe nature of the intended business activity: f'HA~MAc..eur1c:.AL ,Pl<c?obUGTS Re-s.eo\,A.C.1-{ f. :hiZYEl.-O~M~,-M .bl~ <:...~LO~ ~NUL,URA.-L. C.HAl'JG~. Name of Owner Authorized Agent: Signature of Owner ("Authorized Agef!!}I dee and correct. penalty of perjury that to the best of my knowledge and belief the responses made herein are true FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ________________________________ _ EXEMPT FROM PERMIT REQUIREMENTS COUNTY-HMMD APCD Dm·HM-9171 (5/92) :APP.ROVED FOR occuvi.Nc:f'/':::· .... COUN;fY:;-H~Mf?>q!.1·.:1r; APCD, ' ',-. .--• .. -.-;-,.,_ C'OUNTI' OF S.\:S IJJU;n 1)!'1>1\l,!T\!r:',T()r: Ur.ar·n, ~1'1/\'J,·r.c " oA'rE' · 2.b I b I q 2 . Submit to HMMD Dunn and Bradstreet Number: H _ ______:_ _______ _ -~IC. Code: 7538 HAZARDOUS MATERIALS BUSINESS PLAN II. EMERGENCY RESPONSE PLAN I. Business Name /SIS P-HARMAC<=:OTtc.ALS 2. Business Site Address .2280 f 2292 FARADAY AVE..J CAf'.<.L<SBA.l> '12oot? 3. Business Te 1 ephone ·. b!Cf q3:,1 9200 24-Hour ' --------- 4. 5 .. 6. Brief description of proq_uct manu,factured and/or service provided _______ _ '.PfiARM.AcEUnc.AL R~-b t..A-~RATORIES 4-SCJPP01s-r oFffc.ES. f.vacuation Procedures: 1:;YAc-UA-TION IH51l<lJC..TLON$ WILL BE 6/\/e~ DVe:--1<_ ~· _ ~E t-,v.e. LlC. MlH< 1:3$ S):611::74 (wHtC.K I 5 -&HA~ l:, '( -e:om 1;;tJ IL.b. IP\l6 :,) f.. j;,y 5'--tOlT[fN6. "P~:SoNNE.L... WILL f>~oC-l=:Eb ·To niE: STA6tNG M'ff.:A-5. A;DJAcEN, TO t==A-RA-bA-Y Na-NUe !MME:b1ATE:1-Y VfON RE::EI\JIN6 · / NoTIF10¥fLoN OE lliE:: N~ ::ro E'IAC-UA-TE · SA:f:ET'( _ DFl=-tC.~-:, WlLL CO_~t-(\00,!l cA-TE:" ~CTtNEF.1'\J .S.Tl\-&t l\J G-M,~-0Y ~ o o ~ Mourn . Not1f1cat1on Procedures: . I In the event of a release or threatened release of a hazardous material the following agencies are to be notified: A. B. Local Emergency Response Agencies Hazardous Materials Management Division State Office of Emergency Services Phone# 9ll 338-2222 (911 after working hours) (800) 852-7550 (916) 427-4341 Name of person(s) responsible for completing notifications __________ _ Describe notification procedures: l:;MER&ENC-Y JsE5PON5E. SER.'\/lG:© WILL :t?E, Nont=1E1:> OF lliE. StTUffllQN 'BY IFLEPt:\"ON.l:;. J?, THE DvT'( 51\FEr'( OFFlc..ER. 7. Emergency Procedures: FIR!=: l'-lOTIFY c.AR.L'S$A-b l=IA.E. bE-PT" -e,y Pf-tONE -blA-L q II. W\TI-\ LOcAL EME&5ENCY EQOIPME:N,. l'llE' :PER,.svNNE;L WILL SP1L1--5 DF :HA-zA-R-Doo-s C+-t0-<l1CALs: SMALL Sf'1L.LS vH-t1c¼-l CAN cLEA\QL'< -:hE. CLEJl'.\RE:D-uP 1?Y bA:boR.A:rn~Y STA-FF WlLL BE '::82 +lM.bL~- :Rt=r..ol'<.D.S Of SUGt:\ ~ILLS (.,.1/LL.. i;>E: t-<\AtNTAINED h lliE ~/4-FLIT'( 0:-f!Gtps, CONTAMtNA-~ . · AND ALLACU~~N-\.)P tvVvre:RIALS WILb 'bE. btst=>v~t::."""D OFF= VIA 11-te +l/ttAR.bolJ"S WA-5~ -;i>tsPes,AL.. -:p~oc.,ED (J"<~ • L..A-1'<.6~ s-ft<-.L. S WHlC¼--l cANN-ol :"f:>E DISTRIBUTION WHITf-ll(TUf\N TO HMMO OHS:liM-952 (10/91! Y[UOW-OUSINfSS H(lAINS 22 County of Snn Oiooo Oopa~rnent of Health Service~ ·,}-''UA'TE . _: -H _. ---------. . . .} HAZARDOUS MATERIALS BUSINESS PLAN III. EMPLOYEE TRAINING DESCRIPTION Submit to HMMD Number: f The following describes the emp 1 oyee training provided for a 11 emp 1 oyees that handle hazardous substances. l. Training Topi'c :.., Procedures for handling hazardous materials, including hazardous 2. 3. wastes: ; Persons Trained: LAe,oR-ATaRY STAFF-. Training Time: !2. -l--\R.$. Refresher Frequency: AANUA-L...L-.'--( Refresher Time: I HR.. Training Cont_ent: -RADtoAc,T!v'~-S : EX;PoSURE ~oTe:cTtoN f S~bA-Rb "'te:cH N l G v ES f014<. · t,.A-N b 1-tr-.j G B;tti>w Ac_n YE M~ 1 AL '5 . -tiA ~(} U:$ a--te:. M t c. A-1.. s : HAND L.t N G P ~ .. o e, l~!HJ 12..e::s ~ t«. 5 TO M GI?. . I o..se:. f ...:h IS PesA1--. EMEY?GENC.1 :PigoCEDv~E::>., MS>b2, Training Topic -Procedures for coordination with emergency response agencies: Persons Trained: £...A-60,gA--TO~Y S,Ar-F-G~U P 1.-e:7\bE:¥<.S Training Time: 8 -HR~ Refresher Frequency: Tw1c..{=:/YR Refresher Time: 3 ftRs J Training Content: D{:;Vt::::LQf' FAMILIA~ITY Willi EM~ ~C( Re'=>}OONSE. :Pk-A-cl f f'e.OCp;J)U ~e:5 Th :J=:,E FQt.,._L..O~eD To A-LEY<-T f. C.O-O~DINA"\E {cllIH ::lliE e,A;eL-.$13.~ F\fQ.E. D~T f on-!~ g1>10<.@EhJC'f Training Topic -Use of emergency response equipment and materials under the business control: , · Persons Trained: 1-Abore.A-=,01<.Y STA-Fi= Training Time: ½ Nt:J;J;>m Refresher Freauencv: ANNlJALL '<Refresher Time: \ }\Q, Training Content: f;;:M~bO~ AA@ TB,A1"1@ J 8 :r:+re. USE. Of: JliE E}1e:gGE~Y :g,~l?o"1~<: ~c,::,M~'f bQc,.A,-:e;t) tN n-t1.;1 ~ tNo~K. A:f<~ • Jl:?A11\ltN.c .. At...20 c,;>v'~ FAMtLlA-~lTY ~{n-{ _ '1+-lE HA-2.A-R..boO-S MATI::.~I AL..S • _1 MA-NAG.EMeN r. PbA-"' .' ft~D C.OMMt?N tc.,4.;r~s P~ , INf:E":C.tl ot2.S ~A\-s~ Mf\:Nll-'~~.,--pt-A-N t Mb 5lli!i: CU™lcA-L J:-{)'G IENI!. 1>t...~ . 4. Training Topic -Emergency Response Plan implementation: Persons Trained: 4-L-L ~ll'l-OY~ Training Time: I V-:2,,, -H1<.> Refresher Frequency: A--N~oAL.1...YRefresher Time: I· -\-lrQ.. Training Content: ~~=-NC::f Js_e:-=,.a.r.>oNSE :fb~ ggy~~ f-Ul'.' J)A-11£ @A< .• oA-=norJ pt-A-N I Rou@? cf.-P«s,ocgl:)0~. K!:.\/J~-tOE: DISTRIBUTION: WHITE-RETURN TO HMMD OHS:HM-952 (10/911 YELLOW-BUSINESS RETAINS 23 County of Son Diogo O~pnrtment of Health Services ... D,\T( • • / / n:,r1'1C{ US£ ONLY) CST IJI ~ I I I i 2 ,.~~ -.,sr THt: twef, TITLE/rOSITIOH Nl:1 :'l'tOCE m,eERS (Of11CE Nl:J IOIE/2'-ffi) Of' 1lif ~,er COOOOIM.\~ ~ -.t.TmMAlU WO M£ QU\LIFIED NO AUTKJHUD TO ASSfST· OCEIQ'.JC'f ftESPONSE l"ERSOHNCl. <'°' DCAM"U .. ,aft£ 1"£JtSOMH£tl IH THE: EYENT Of AH EMERCOCY. ITEM NAME 0, BERGEM:Y COORDINATOR (m IR 1o \~ 1~ t..! r} ~ 1o1'R1 r}c}K1 I ,, 21 51 71 ,. ~ SlREET CITY r , LI , 11 , I I I • • I I , , , I , I , , 1 1 , , , , I , I I I I._ ____ f2_0 ___ 5_.._ _CA P I s T RAN o S TR E E, _ 0 c. EA N S I .D E. I I -t.} ITD4 kNC£ ~ Al.TElWATE n77 I I J I I lihl I I I IAI I I ~ _L Y N N r A. R...-5 -1-\ LL 1, TITLE 21 110 I I ...... IG_1 F;_ 1 ....,N ___ 1 1=_ 1 ___ R_1 A_ 1 _~_1 c..._1 _o_ 1 u_ 1 N_1_s_.;;1 ~_,_L_1 __ ___,I f s 12 ½ ,~~16 1o I lb I I ~ 1413 1810 I 6 19 k I " 71 71 CITT J I .. u 110 ITEM ICNCE OF Al.TaucATE ~ _I _, _,_, _i_, _1_1 _• __ • _1 __ ,_-____ , _' ______ ____,f ., 21 TITU 1_1_1_,_1_1 ___ ,_,_._._, __ ._._, __ ~II I I I 1 ll 11 l 11 l 11 71 ,. CITY -~-·-·--·~1_1_1_1_1_1_,_._._._. __ 1_1_1_1_,_._1 I I I i I I I 1111111 .. ... OHS;HM-952 110/91) • County of San Dieoo Department of Health Services 20 ..... Thomas Bros. Coordinates 14 F-b HAZARDOUS MATERIALS MANAGEMENT DIVISION SITE MAP . ""'Z , .. \....., Submit to HMMD H ___ _ Business Name /$1 S P-HARMACl2:UTlcAL.$ Business Address .22 80 1=A~bAY AVE CA-~i-S'E:,Ab \ AJoQ-l;b ),\ ~~~- \ \ '------ VACANT LOT -----___;___----..J-:---~ H · EXJ8Tt«l ~ \l.ltl/ilolt I I i i i .l 2282 ~-r VACANT I I Emerg_ency Coordinator R O h . G O , c\, 0 n PhonJ Number· Day Cf3 I -9 2.oo H-24 hr/home __ p RIE'5TLY EXJ8Tkl Bl.t..DN:). : --~--~ DRIV!: I' · j , ~ I --;!> EXl3"TNl llUlOlt-iQ • 2..292 1,.\ I\ I ,1 -~, . j '· r ~ STAG~NG AR~~--~A 1 ;r LLl .:) 2 fJJ ). <( )... '( Q 2280 T re . ~z I c,.,., ,, s,m o;.,, ·• Oepertrrtent of H ea Ith Services • DATE ____ _. __ _ HAZARDOUS MATERIALS MANAGEMENT DIVISION M~\ 213 Submit to HMMO Thomas Bros. Coordinates ! 4 -t= 6 .. SITE MAP H ____ _ Business Name IS 15 'P±,ARMAC..~·uT LC.AL S . BusinessAddress .2.260 FAf<.ADAY AV@NUE Eme;g_ency Coordinator 'Ro N Go Fl DON Phon{Number. Day CI s I q 2 00 24 'hr/home 9 b 7 02.J r 1\C\ f"\ . -1 co, ~,· <-e.-o.,.__~ I : I .. 1 ~====:l l L' J I I j ~ 10 STAGING AREA DISTRIBUTION: WHITE-RETURN ro HMMO ,.,. ...... ,,, ,...,,,..,,,,..,..,.. " ........ ,,.. ~ ~ ·i" ~ '/.$: ~ ':--.::y J TO STAGING ARsA .,, FH ~ ~ I t l I ) To srAGING AREA Cou11ty ol Sun Dinoo DATE 2& I b I q 2 Thomas Bros. Coordinates 14 F-b HAZARDOUS MATERIALS MANAGEMENT DIVISION SITE MAP ~'4r3l3 Emerg_ency Coordinator 1<-0N GO R~ON Submit to HMMD H ____ ....,. Business Name 15 I S '?~A RMAC. EU 11 C. AL.$ Business Address ..22 8Q FARA-DAY AVE.'NL)E Phon~ Number· Day q3 I· q '2.00 24 hr/home qf:,7 -02 71 \~-.i--..,'S LS I ·\ \ \ u ...... \ G\ \ V\ \ ~ I l" e.. ::i). er~ S-Q Ad. ""1/ Ave. r I I t TO STAGING AREA ......, ... -,_.;7T--. D oOo OISTRIOUTION: WHITE-RETURN TO HMMD OHS:HM-952 110/91) YELLC1W,P.USINESS RETAINS ,. DC. ~\~~; 21 ' \,, \ I t TO STAGING ARE.A County of Sun Diego Department of Health Sorviees Ul~II IU, E:-1 I I~ ~..IJUS ).(AfllllAU llVS 1~.l~!L~ C.tt / / I , I HVEHTQfil. ..... :,.,._.,~ _ _._ '• .. • '" ·.' J: •• !.lSJ HAZAAt0.15 ~rntAU 'rM (Sl~ISH(Hf US($ 0A tt}..l«(S AS ,~LO'Jl'St • CMCI~kS, ft(~11Y( TOXJHS 00 HAZARCOJS Cl)f>RtSS(O CAS(S JN AHY QUAHTtTY. ' or~~ HAZ.&J(WS SUlSf.lKtS, 00 CCH'CU-0S IH WAHHIJ(S (QI.JAL ro OA~tATt~ fHA>f 55 CALLONS, ,oo POU-OS Ol'I 200 CL81C rccr AT »IY CH'. fll-£. • N-rt AC\Jf(l Y HAZAA((XJS SU3 SI >.>a (c.\.lAt ro 00 ~CA TCII rHAH Tlfl!SU:X.0 PLMt-11~ wmt I flt S. st( AT1>0[0 lk'YtHtOOT rCJ01 CtC( 1MLC roo $TOO.ta: coccs N-0 HAZAAOOOS CATACOOJ(S, It~ n-:Tl\ I I I I I I I I I I L~AC. R..Y LA 'MI b E. ~·, \A I I I I I I I I I I I I I I. 10 AA:( I MU-I #CT AT I TIMI! TOT AL TtAAl T NO\.-'H I n r -I I I I I· I I I n ltf I TS S TOAAG{ n HAZAAO CAT[OOAIU [ I I I I I '~I{ I l I I I i5 10 j I • r'Ol>IOS 2 • CALL.OHS ) • TOid ~ • HILLlllTEAS ' • HI LLI ~ 6 • MIC Ft~T [!]{=1 [IJ[IJ Ill 12• IJJ I.H 1)7 I J9 I t04 !o'ol5)(p~l'-lyyl I INIYILl?l:?R.IP-.~OILI l ~~IOINIEI , ,,P'v~pl~ ~ I I I I' 21 ~ ~ I l I I I I I I I I ! j CAS 1-(), ,-l lo'Ol 7J 9J ~ !~ 16 i _ i I I I I 106 -CHCCK·. If >.P'PfOPAIATE - COHr D · CMCI >OOtH/: Q A EPro • TO XI If _,l.'.::J. I• I -I •2 I I I I I I I I - CA.S "°· (Orflc£ l/H OHlTJ ~OS D 10 n I I I I I I I I I I I I I I I I I I I I 1:;1 0 1o 1.s1-1$'.4 1-1e1 IT~ 10 ~IMl.M »IT AT I TIH[ TOTAL YtAAL l' A>OLNT [ I I I I I rl j I I I l1,1 5 j __ Ill 124 ~ I • POUHO$ 2 • C>.LlOHS l • TOHS 4 • HllllllTffiS ' • HI lll C'N.4$ , • MIC ,uT \..NI rs s TO RAC( HAZAAO CATEOOAIES wD [2][2] 13} I}-( u, 1'9 106 -CH to( tr >Jlf"ro/>!l I XTE - a:mr D C>ACI 1-0ctH/ n ACJ>R)•lT)XIH ~ I• I 142 (OrFICE USt OHLYl KSOS D 10 ~~EIXITIR.IAl'NI 's'u'L'~'A'T'~ _I I I I I I I I 7 I I I I I I I . I I I I I I I I I I I I I I I I· I 1, 21 l I l I I 70 W.XIM\11 ~T AT I Tl~ I I I I I TOTAL T[Ml'I' J+Ol.»('T ~ b]zl-s\[I I I 1 I 11 a I l 4 OHS·HM-952 (10191) ~ I I I I I I I I I I I I I I I I I I ~t,-()$ HAZAAO 2 • C>.LLOt"'S \..NI TS STOAAC( CATEGORIES ) • TOMS . uJ L_'] [2J [2J • • Hlllll.l TtAS '• HllllatAAS 6 • MIC '-~~T IH 1 l4 I l7 139 19 CAS 1-(), lq'.0'~1~1II_1116'1_1 ~~ 106 -CHECX IF APPFOP1UATE -(OfflCE VSE Oh1..YJ OJHf D ,n CAACIKlC(H/ Rtl'Rl•TOXIH 0 HSOS o· 10 142 County of Sen Diego n~r'IArtrn..,nt nf J.-4,..,Jth ~"'"j,.,.., l S l,'.II 10, E!-1 I I~ Dttt / / IV.{Nl'JJU~ >V.rLIIIAL5 IIUS l~_L_~~lA~ I, IHVEHT~ '··~ .. ½.; ....... ~ . "'·•:,.i. .• 4 -~_:]. ·-" ~ \J.SJ HAZ.AAOcm WtfUl>-lS 'rrul (Sf.A&ISH·0/1 uses()\ 1-W-Ol(S AS m.LmtS1 • CMCJl<a:kS, M~flY( TOXINS ~ HAZMCOJS CC)f>RtSSCD CASCS IH >Jft QIJNHI TY. s on-u HAZ~ SUlST.AJC(S, 00 CCH'CU-OS JH OIJAHT!IJ(S (OIJAt. TO 007r/ftATt~ rHAM !5 CAlLONS, 500 POU-OS Oft 200 CL8!C rccr Ar ~y Cf-( II~. • >HY ACVICL Y HAZAACOOS SU! SI A>.Ct (CUAJ.. ro 00 CACA T(ft THAM fHR!SHX.O f'l#fllt(; QIJ.'J-11 I flCS. SH ArTAClCO JHY(HfOOf r~ C{I;( f>-BLC roo 5100-'Ct COC:(S N-0 HAZAAOO.IS CATACOO!CS. I TD' illj{;1o1~d) ~t> 1E1H1Y1t>1E1 I' 21 I I I I I ~ ' I I I I I I I 70 ""XIMU-4 >HT AT I TIME TOT AL Tt.Ml. T N<lUHT { I I I 10 !slC I I I I I I 11 0 j Ill m I TD4 1~1~t2 }le' HI L-1;1~01 eJ o' td d : I -~I I' 21 I I l I I 70 >V,.X I M\.M N-4 T AT I TIME I I l I 101,5111 Ill 12 4 IT~ n:T:7(12 I I I I l I ~ ~EUC. IN t= I I I I I TOTAL Y[AALY A>Ol,H I I I I ~ ~ I I· I I I • l"OU-,,OS 2 • C,l.ll.OHS l • TOHS ' • ~ILLILITEAS ' • HllllC1W<S 6 • MIC Ft~T I • POU/i0$ 2 • C,l.l LOM S ' I TONS 4 • HllllllTCRS ' • Hllll~S 6 • MIC fEU n LH I TS S TOM ct I I I I I HA%AAO CAT[OOAIU [al ~ CJ CJ ,.,, r,, 1)7 U9 ·- rn ~ I I I ] CAS Ml, (010 10 10 1~J0l0 1_1 0 l I I IOd -CHCCI( Ir ~IAT[ - COHr o· CMCl~>I/~ 0 . REPro•TOXllf_., 1' I . 142 (OfFIC£ !JS[ OHLYJ HSOS ·o 10 I I I I I I I I I I I I I I I I I I I I I I l CAS t-0, I I I I 10 10 1-617 1 _,16 le:, 1 --'~ 1 ~ITS S TOAACt H>-.ZAAO CAT£00Al£S ~~ ~~ 13.) I~ 137 139 106 -CH£Cl< If ~MllATE - O)HF D CMCI tOctH/ r;r Rtml•TOXIH ~ 141 142 (OrFICE USt OHLYJ ~OS D 10 rn 111117 I I I I .. ! l I I l I I n I' 21 I I I l I I I I I I I I I I I I ! I I I I I I I I I I CAs MJ. ----I I I I I I I ·' J I 61 I ~ I I I I 1 • ro~ · · J -9 o -5 I ~ I ' I I . r~2] 70 W.Xl"4Vi ~T AT I Tl~ TOTAL T[Nll.T N-QUl<r er I lo!:olqJ[I I I I t 119 12 C DHS:HM-952110/91I n 2 • GALLOHS 3 • TOHS 4 • HllLII.ITtAS ' • Hll.1.IOV->4$ 6 • CL81C rEtT Ui ITS S TOAAC( HAZAAO CATtQlAl[S [iJ ~'] CJ CJ 13' 1)4 ll7 139 19 106 -CHECX If ,'.l'PFOF'f\lAT£0 CON! D CAACIMJctH/ AO>Al•t'OXIH 14 I 142 COFflC£ VS( Oh\.YJ HSOS D 10 County of Sen Diego ...... ,., ,. u,,.a 10, ~JJU> ).(ArlfllAL5 IIUS 1~.l~~ l'~H_ , ... .. ,.,, .. '':•>:;;,,~i.l.!~ p-1 I I~ 0th / / I , I HVEHT2fil. 1 !..LSJ HAZAJICOJS w.ro1>J..s Yru1 csr>-&tSIH:Ht uses oo ~cs AS ro..Lm1 • CMCl>Ol:N-S, ~l"RCCU:11Y( TOXJNS OR HAl>JltOJS CCM'RtSS(D CASCS IH mr OOAHTITY. ' 011-U HAZ,V(QJS SUlS!oct:S, OR CCWOtH:>S IH r,JANJ{IJ(S CQ!JAI. ro 007:JftATtll IHA>i s~ CAI.LONS, ,oo POU-OS OIi 200 CU3lC rcrr Al A>4Y Ct,{_ rnc. • >J-<Y ACtJfCLY H.AZ~S SU!SIA>-,Ct Ccw.t. ro 0, ~(Al(ft tHAH Tl-f!!~OlO rLNfllNC OUANflrtCS. St( ATtACl[O 1kYt:HTOOT rOON c-ca. IMLC roo 5TOOACt cocu N-0 HAZAAOOJS CATACOOltS. It 04 ~{AICIEITl 0 11) 111 1~ j I~ l::I I I I I I I I I I I I I I I I I' 21 I I I l I I I I I I I I I I I· I I I I I I I I I I 10 AA.XI~ »<T ro r AL TtAAL T I• ~~S AT I TIMI! H<>UliT 2 • C,1,Ll.OHS Lt4 I TS $ TOAAct ( · I I 12171511:1 I I I I 11-615 10 1 : : ;;~11.,rtAs ~ {b IMl2.j '• Hllll(WJ(S Ill 124 6 • MIC F£~T IJl 1.)4 I f04 (o 1o 1.2 l[A1R1G 1o~ N1 I I I I I I I I I I I I I I I I I I I I I I I' 21 l r I l I l I I I I I I I I I I I I l l l 1: l l I I I I 70 AAXIML.ti AMT TOTAL 'r(AALl' I • POVNOS AT I TIM£ AK)l.tiT 2 • CALlOHS U-1 I TS S TOR>-CC [ I 410 1312]! 1 I I I I I 2' 01 qi(:, I : : ~~~ILITEAS ~ IT9 ' • MILLI av.kS Ill 12 C 6 • MIC FEET Ill 1)-4 IT~ lolol3J~\_l, lulMI I I I I I I I I I I I I I. I I I 17 I I I 1, 21 I~ I I I I ~ I I I I I n-I I l I i I I 70 [l IU OHS HM-952 (10/91) M,.1,XIM\J-1 >->4T AT I Tl~ TOTAL T[AA\. T I • p:)WC)$ ,IHJIJKT 2 • C>.LLONS It l-41516)C I I 1 I l I I l .) • l'OHf° 4 • HILL ILi TtAS ____ ___..__._._ ....... = . ' • MILLIO\A.14S 'i' 6 • MIC HtT ~ITS S TORAC( ~ [~1c9 IH 1.)4 19 I I I l I l I I I I I I I I I I I f I I I ] CASK), I I I I I I I ':! j7 l5I -10151 _181. I I I I l HAZAAO 106 CATEOOAlts -CHCCK If #'ProPP.IAff·-(OrFIC£ I.IS[ 0HLT) ~ ~ COH, D CMCI 1-00tH/_ D ~EPro-TOXI It ~OS D 137 IJ9 I 4 I . , 142 10 I I I I I I I l l I I I I I l I I I I r CA$ K), I I I I l I I i I 10~01;1_~~ lol _13l:zl 1' I HAZAAO 106 CATE.OOA I ES -CHECX. Ir APProPRl~TE -(OFFICE USt 0HLYJ Gg ~ CI)NF D CAACI HJctll/ D AEJ>A:'.>•TOXIH ){SOS D 1)7 D9 I 41 142 10 I I I I I I I I I I I l l I l I I I I l I I CAS ~. l I l I I I i;1 I 14~1 l .r I l:l] MAZAAO CATtGOAlts ~-CJ ,.,, 139 o 7-C>-~9 106 -CHECX IF ,A.pp~Pf\lATE -(OFFICE IJSC O~'l'l CONF D '" CAACIH:lC(H/ D A D'A:> • TO JC I H 142 .MSOS D 10 County of San Diego Department of He'11th Services lil-'1! 10, ~JJUS ~fllllAL5 !IVS l~.l~~ll_ ·~'r·-., v··~ ET-i I I _2] Ott• / / I, IHVEHTQ.!ll. ' : ".J.,, "·,:. USl HAZA.l!O(m >'Af01Al5 ~ tSf>JlllSIH:Ht US(S ~ !WO.CS AS rCX.lrntS1 • CMClt«(kS, rttrmx::o:rtV( TO~l~ OR HAUJtt.WS CCH'R(SS(O CASCS 1H >-NY QUAHTITY, , onu HAZmxm SU3Sf.AJ-C(S, OR CCWCU-0S IH OOAHJltl(S COUAl ro 007:Jr(Artll UWi n CAt.LONS, ,oo Pro-OS ~ 200 CUJIC rcrr At IJ-4Y [)-( rnc. • N<Y .AC\JIClT KAZAACOOS SUJSIAAC! COOA!. TO~ CACATCII THAH Tl-ft!SUX.O rtAmlNC OOANrtflCS, st( ATf.tOl:O lHYtHTOOT rOON tto( TMLC rQft 5100,'Ct coocs N-0 HAZAAOOUS CATACOOl(S. I tDf ~{clAIRleJolNI lbl l l,r/x' I !1?'1=.~ I~ I rn n 1' 21 CAS Ml, I I I I I I I I I I -I I I I I I I I I I I r~T-T~,-,-, r~,-,-, I I I I I I I I If (0'1'~'--~al.ei_l'.91 l ~ r - 70 MAXI~ »<T ro r AL TtAA\. T AT I TIMI! HO~T [ I I 19 1o1ol( 1 I I I . 18101 o'ol 111 124 I TD4 lolo16JIN' I ITl/<.10161§:INI n ' I' IT~ 21 I I I I I 70 J.IAXIMI.M ~T AT I TIM£ I I I I I TOTAL Y[MtY A>Ol.tiT ( I l2l4l3l2ll ' I I I I ¼'5 'q'2.I Ill 124 I • l'O~~ 2 • CALLDHS l • TOh1 A • MllllllTEAS ' • MllllGlAAS 6 • MIC F££T n7 I I I I I I • POUHO$ 2 • C>.l lOHS ) • TOH$ 4 • HILLILIT£RS ' • H I LL I C11AA$ ' • MIC ,ur I.A-41 TS u] IJl UilTS ~ Ill HAZAAO sroiv.t;t CAT[OOAl[S (TI ~ (j IJ4 1)7 139 I I I I I I I I I I I I -HAZAAO S TOAACC CATEIXlA1£S IT9 ~ [2J I}.( 137 139 106 ,• -CHCCIC If tV"PR:>PAIATE .. _ coHr O CMC1 ~H/_ D ~EPro• TOXI If 141 .--142 n I I I I l I I -CAS M:>. (OrflC[ ~£ OHLYJ ~OS D 10 F?i1d1'-'2,'z~-'31 ~ ~ 106 -CHECX t, >.PProMU!,TE -(OFFICE USt OHLYI ct)NF D C>ACI tOctH/ D A£Pro•TOXIH 14 I 142 ).{SOS D 10 ~[21lllllllllllllllllllllllllllllllllllllllllllll·11· I' 21 I I I I I I I I I I 70 W.XIMI.M ~T T'O TAL T[AA\. Y AT I Tl~ N-(Jl'(f [' I I ~ I l[' I I I I I I I ) lta IH DHS:HM-952 (10191) CAS Ml, I l I I Ill Ill Ill I l I I I l j 02 ~~2] I • f'OWOS 2 • CALLOHS .. .) • TOHS: 4 • HILLILIT£AS ' • HILLlat~S 6 • Ct.81C HtT HAZAAO 106 L'i I TS S T'ORAC( CAT(alAIU -CHECK " APPl()P'RIAT£ -co,FtCE VS[ oi,,.,Y) 0 ~tJ ['.] ['.] O,Nf D IH IJ4 IJ7 139 '" 19 CAACIK>ctH/ AEPAJ•tt>XIH D HSOS D 10 142 County of Sen Diego Oep•rtment of He111th Services ' Ul,'.IJ 10, [;2-I I I _2_] ~JJUS M.-\ fllll AL 5 llUS I ~!~~N_ 0.te I I I • I NV£HT2fil_ ·~''"¼;;~;, ... , ... -.... ~~·:. ~ J;.,l, • USJ HAZMCOJS ~tt:AIAl5 ~ CSf>.nllS1H'.JH US($ CW! H>->{)t(S AS fC'-.lOl(S1 • CMCl~HS, Pttr"RCO..Cfl'(( TOxJHS OR HA.u.A!nJS CCH'RtSSCD CAS($ JH mr QIJAHTITY. , onu HAZ>Jl)OJS Sl8ST.V-O:S, Oft CCH'CU-05 lH QIJAHTIIJ(S CQIJAl TO Oft-cl(ATtll tHAH ,5 CALLONS, ,oo POU-OS OIi 200 CL81C rcrr At »fY Cl< rt~ • • >HY AC\HCl'f KAZAACO.JS St-eSIAAC! COOAl ro M ~(AT[" tHAH nmsux.o rL,Wm«: QIJANllflCS. st( AtTAClCO lkVtHTOAT r~ COX fABLC rM 5TOAAC( COC(S N-0 HAZAAOOOS CATN:OOl(S. I t04 ·~ [0 ~0 16){1--1 110.lul 11.DI lNl 117 1Rl 0 16 1!:=.INI .l n rn n ,., 21 CAS MJ; ' . . I I ,. I I J I I I I I r I ~ I I I I Ezlz' r I ~--. ·1;1 I l f I I I '. I I I I I I I I I I I 1 1 70 ""''""' "" _ :z. z _ ~ _ "fl I I AT I TIME - to T AL TtAAL T N,01.,ff I • l"OUiO' 2 • c.i.LtoHS l • TO~ l..ti I TS $ TOAAct HAZAAO CAT£ 00 F\ I [S 106 -CH(CK If' ~IAT£'~ (OfflC£ I.IH OHLY! { 1 1a 13 1 l 141 L' 1 111s1c/s 1~ 1 b I I II 124 I 104 A • MILLILITEAS ' • HI lll (.1W,(S 6 • MIC FqT ~lc~lg.l:e.10 1NI ITl~IIIF?',A.'cl;Hl~0 1f2.I I lhlE.I I) 21 ( r I I I I I I I I I 70 MAXIM~ #4T TOTAL YtMLY AT I T !Ht A>Ol.tiT L~ I I I 11 I( I I I I ~ I Ill 12( 1 T f>4 rTTl~ I I I I I I I I I [QQ§J ~H L-o RO F-o R-M I' 21 ~ I I I I I - I • POUHOS 2 • CALlOMS ) • TOHS 4 • HllllllTUIS 5 • HILllGW-4$ 6 • MIC Hf.T rTTI (§] 00 IJl l.'4 Ui I TS S TO RAC( [j] IT£l Ill 1}4 I I 177 I I I~ I I I I I I '=' I I I I I I I I~~ I I I I I - 70 ~XIM0-1 >J4T TOTAL TEM\.Y I • roWO$ At I Tl~ H-CJUHf 2 • CALLOHS UNITS ST'ORACC .) • "l'OHf [' I I I 1blC I I I I I 1114) 4 • HILLILIT[AS ~ [I~ ' • .HI LL I O\AAS 119 11( 6 • MIC '-~~T 1.U 1.H OHS:HM-952 110/91 I 19 ~[I] 137 1.39 I : ~ I I I I I I HAZAAO CAT£00Al£S COH, 0~ CMCI /-OOtH/ 0 ~EPRJ•TOXfH.::: I' I .. -142. I I I ~ I I I ~ I I C>J M:>. I I I I 1516121.31;1 106 HSOS D 10 l I l 1: l ~ j I I I I I I I -CHECX i, ~PAI ATE -(OFFICE U.St OHL Yl [L] ~ O)HF o C>ACI tOC(H/ 0 1u:m:>-rox1H kSOS D 1)7 1)9 I I I I I I : I I I I HAZAAO CATEOORIU -~ ~ 1)1 1)9 1-4 I 142 10 I I I I I I I I I I I I I I I· I 1 · CAS Ml. I I l I l6 1.7 1b 1613 1 I I '~=.] ,~ -CHECX IF APf'R:>PRIATE -!OFflCE VS£ Oh\.Yl coHr O CAACttectH/ AEl'AJ•Tt>XIH IAI ~ >HOS D 142 10 County of Sen Diego Department of Helllth Services lil,',11 10, ~JJUS >(A rllll AU IIUS I ~~~LA~ ~,~~:·,.·.::; (0-I f I_!] O.te / / I, IHVEHTQ.!ll'.. .. . •. ·,m "' • I \ .. !.SJ HAZAJtOa.15 ~tt:IIIAlS YOU! (51>.0tlSIK:Nt UstS Oft H»Ol(S AS fOC.lmtS1 • CMClt«t~, M~rJY( !OXHfS 0A HAZMOOJS CD-f'RtSSCD CAS(S IN ANY OOAHtlTY. 'onu HAZAlrolS SU3St.w:t:S, Oft C()ftU,()S 1H DUANJttl(S (QUAl TO Oft7:JftATtll tl-Wi ') CAlLONS, soo ro.J-0S Oft 200 CU31C (C(f At my Cf..( IIH:. • #rt ACVl(l Y HAZAACaJS SLMl»a: COOAl tO Oft CIICATCft THAH Tl-ft!SUX.O l'LAmlNC DUANI! flCS. SH ATrACl(O lHVt:NTOAT rmN rox IMLC rOft SfOAACC coccs N-0 HAZAROOJS CATACOOl(S. IT 04 ITTI(pl _I I l I IAI I_I LQQ.:U -b I O X N I=.. I' 21 [ I I I I ~ .-~ I I I I I I 10 ~JM\J,4 ~ TUT AL rtAAl.Y AT I TIME NO~T ( I I I I 1i'IL1 I I I I I Ill 124 I TD4 I I I I 1· I I I • l"OUiOS 7 • CAl lDH S I I ) . TOK$ 12 • • MILLILITEAS ' • M I ll I (ru.1,(5 6 • MIC f'[~T ~(EIPI f lc.lHIL~OI ~Ol;Hl;I.DIRl I INI ~ ~ I' I TD4 21 I I I : I I ~ 70 ~IM~ »iT AT I TIH£ I l I I I TOTAL Y[AALl' 00\..tlT [ I I I I I l j ! 1 I I I I I I I I I I I I · I '~d Ill 12 4 n I • POOHOS 2 • CAL LOMS ) • TOH$ 4 • HllLILITERS ' • MI LL I QV..14S & • COOIC rEtT rn ~ITS S TOAAt;t uJ ITT 1.H LH ~ITS S TO RAC( [jJ IT_g Ill 1}4 f'TTl[Ej I I I I l I I I I I I LQJ_JJ ~O 'R MA 1-b ~ H Y l> E l I I I I I 177 I' 21 I 1 HAZAAO CAT£00AltS ~ (J] 137 IJ9 n I I I I I I I I I I I I ] CAS MJ. ~ jil.21 3 1_19_r 1·1 11 I Ii I 106 , -CHCCI(_ i, ~IATE ~ (Orf IC£ l/S[ OHLYJ COHF 0-CMCIH)C[H/ •' rl/ ~0$ D ~EPro-TOXIH' ~- 141 .·'142 10 I I I I I I I n . CAS MJ. n j I lol~b'c91~I'a I n HA.ZAAO 106 CAT£00AI £S -CH rot If >.PAA::ll>R I A TE - ~ [;g OJNF D C>ACI 1-0ctH/ ~ fU'.l'A)•WXIH 1.)7 139 141 142 I I I l I I I I I r I I I I CAS l-0, IOF'FICE U.St OHlYJ f{SO~ D 10 I I I I I L' I I I ~ I I l l I I I ITI I I I I I I Ii I Ii I I I I I' I I I I I I I I 12] 5.0 0 00 _ 70 W.X I M04 >J,!T TOTAL T[MLY AT I Tl>4< H-0~ I• ro~ 2 • CALLOHS [' I I I '2.I[' I I I I ~ l • ltlHS : 4 • HILLll.lTtAS ' • HILLl<JV.,14$ IU 1H 6 • MIC '-~~T DHS·HM-952 (10/91) HA2AAO L'i I TS STORAC( CAT[OORIU [TI I 'G .. ~ ~-[lu ,,., 134 ll7 139 19 ,~ -CHECX IF APPFtlP!\IAT[ -IOFflC£ VS£ Oh\.Yl O:,Hf [j CAACII-OctH/ I\Fl'Rl•T'OXIH i • I ~ MSOS D U2 10 County of San Diego Department of Hefith Services lS 1.48 IU. ~.)JUS MMllll Al5 i1vs I ~~~~N.. ·· ... ·¼:..;,,.r.·1~:,_. ..~ .. '; .. , .. ~ (;!-i I I~ Dltt / / I• IHVEHT2fil_ -•, , . .. U.SJ HAZ.tJ!tO.IS >'A ta I Al 5 ~ C S I >.£1.L I sa-c Ht US( S Oft IW-0.. CS AS f CX. l mtS t • CMCll<a:kS, M:l"RCCO:flY( TOXJ~ 00 HAUJ!CXXJS C()f>RtSSCO CAS(S JH >J4Y QV,VHI TY, s 0ff-U HAZAl{)OJS SUlSl.lJ.C!S, 00 (()f'Ol,,,t{)S IH OU>JHJIJ(S (OUN. ro oo--cittATU fHAH 55 CAI.LONS, ~00 POl>OS Dfll 200 Ct.8lC rcrr Ar ANY CN: rnc. • N<1 ACVl(l 't HAZ.AACOJS SUl~l».Ct (COAJ. to o, CA(AT(II tHAH tl-f!!SU'X.0 l'lMt-llNC ~ANll fies. st( ATTAClCO lHYCNTOOf rtfOi CtXX 1"8LC ro, sroo.aa: coccs N-0 HAtAAOOJS CATACOOlts. I TD' ~lelEINIZl~INIEI I' 21 I I I I I I I I I 11 I I· I I I 70 AAltlM\.M #fT TOTAL rt.AAI.T I • l"O~S AT I TIM!! H<l\.'fT 2 • C>.LlDHS ±1 ) • TO~ _ A• HILLILITEAS '• MllllawtS ( I I I I 12 j { :1 I I I I ~ I I Ill 124 6 • MIC f'E~T lf04 [ol 1 16 j li'RIYI PIAI NI l~l h-1 vi t=:.I , I I I I 1, 21 I I I I I I I I I I I I I I 10 ),I.A.'(IM~ ,1,11T TOTAL Y[AAL'I' I • POUND$ AT I TIME A>-OU'lT 2 • ~LlOHS 15 1ob)l 1 I I I 12 1o1o1ol l • TOH$ 4 • HILLILITU\$ ' • HI lll GAA.4S Ill 12 4 , • cve1c rnr IT £>I 0[21 I I I I I I I I I I I I I I I I I I ,, 21 [' I I I I I I I I I :1 I I I I I I I I I 70 W.XI~ »tf TOTAL TtMLY I • Rl~ AT I Tl~ ~UHT 2 • ~LLOHS [' I I I I I I I ) • 'l'OHS:' I I I I l[' ~ A • HII.LILIHAS 5 • HILLl~AA! 119 ll4 6 • MIC '-~~T OHS·HM-952110191) I I I I ~ I I I I I I T r I I I l I I _I] e>.s· l-0. I I I I I I I I I I I ~ 1711 1-~~i-kl I I I I ] HAZAAO 106 ;.: l.H I TS STOAA~ CATEOOAIU -CH[CI( i, >..PProPRIATt .;__ 1or,1c£ VS( OHLY) [j] ~ ~ ~ COHr ·o CMCIM:)O(H/~ n,,-MSOS D ft £Pro• TO XI M L::::j IJ) l',)4 137 139 "' ·'1•2 10 I I I I I I I I I I I l . I I I I n .. CA! 1-C. I I I I I I 7 '.2 15 1; I I I HAZAAO 106 ll'l I TS $ TOA...C( CATEOOAIU -o-mx ,,. APProPAIATE -(OrFICE ust OHLYJ ~ ~ ~ ~ o:mr D C>ACI tOctH/ n,__. ){SOS D R £Pro. ro XI H L.::J Ill I }-4 U7 139 111 142 10 I 17 I I I I I I I I I I I I I I n I I l I I CAS l-0, I I I I I I I I I I I 11111111._1111111~2] ·-----------HAZAAO U'f I TS $ TOAAct CATH~AIU D ~'] CJ-CJ Ill 1.34 Ill 139 19 106 -CHECX If >JIPFOPR I AT[ -1orr1c£ vs£ 0h'...YI COHI 0 CAACll()ctH/ A£F'~•TOXIH I I I D HSOS D ,. 2 10 County ol San Diego Deportment of Het<lth Services 'I;" ; ~ -... • .... _. -, .:a ·· D Buena Sanitatl<;>n District 5454 Ruffin Road, San 'oiego, CA D Encinitas Sanitary District 527 Encinitas Blvd., Encinitas, CA 0 Vallecitos Water District 788 San Marcos Blvd., San Marcos, CA (619) 694-3649 or 694-2122 : -(619) 944-5079 · · · · ,, · ,(619) 744-4550 D Leucadia County Water District D City of Vista ~ity of Carlsbad . 2075 Las Palmas Dr., Carlsbad, CA (619) 438-1161 1960 La Costa Ave., Carlsbad, CA 600 Eucalyptus Ave., Vista, CA (619) 753-0155 (619) 726-1340 ENCINA ADMINISTRATIVE AGENCY 6200 Avenida Encinas • Carlsbad, CA 92009-0171 (619) 438-3941 Class III Wastewater Discharge Permit/ Chemical Storage Permit Part A -Application SECTION 1.f PPLICATION Return the completed application by: __ _,Q..._--F-f.-'1~1...,~r...+-+-1 ________ _ Further Instructions: See reverse side. ~ / 1 A1. Applicant Business Name ISIS PHARMACEUTICALS A2. Address of premise discharging wastewater: _____________________ _ A. Street 2280 FARADAY AVENUE City CA RLSRAD, CA Zip 92008 A3. Business Address A. Street 2280 FARADAY AVENUE City CARLSBAD , CA Zip 92008 B. Mailing 2280 l<'ARADAY AVENUE City CARLSBAD, CA State --=C=A _____ _ Zip 92008 A4. Chief Executive Officer A. Name Stanley T. Crooke B. Title CEO -----------c. Mailing Address 2280 Faraday Ave D. City Carlsbad State CA Zip _9_2_0_0_8 __ _ AS. Person to be contacted about this application A. Name Jo Ellen E. Shoemaker B. Title Safety Officer C. Phone 431-2365 A6. Person to be contacted in case of emergency A. Name Jo Ellen E. Shoemaker B. Title Safety Officer Day Phone 431-2 36 5 Night Phone_, ...;4...;3...;9_-...;;1;;.;;1;;.;;1;.;;5;_____,. ______ _ A7. CERTIFICATION: I certify that the information above and on the following parts is true and correct to the best of my knowledge. ~ al/k.k->~~ --~_-____ g-_-_._9-f--/ ____ _ ~ Signature Date Jo Ellen E. Shoemaker __ S~a~f~e~t~y'---'O~f~f~i~c~e~r;._ ________ _ Print Name Title SECTION 2. OFFICIAL USE ONLY Date application mailed: __________ _ Permit Number: --=2=0=-=2.=......5'------- Date application received: S-2,9 ·9 / SIC Number: ___________ _ Date permit issued: 9 -2..5-9 / Receipt Number: __________ _ Permit conditions: Yes .2L No Account Number: __________ _ Expiration date: 6¥ 3D, \4:34- Comments: --------------------------------- Amount: $ _,.__.'------------ r.p-n1 ,· •' D Buena Sanitation Oistrict Ba City of Carlsbad D Encir:iitas Sanitary District D Vallecitos Water District D City of Vista D Leucadia County Water District ENCINA ADMINISTRATIVE AGENCY 6200 Avenida Encinas• Carlsbad, CA 92009-0171 (619) 438-3941 Wastewater Discharge Permit/ Chemical Storage Permit Part 28 -Business Description 81. Business Activity -Briefly describe the major business activity occurring on the premise. ChemjcaJ aDd bjoJogical researcb related ta pbarmaceuticaJ caropauods. (a) Product -Name all products produced on premises, if any. QUANTITIES TYPE OF P~ODUCTS (Brand Name) PAST CALENDAR YEAR ESTIMATED THIS CALENDAR YEAR Amount Amount Avg. Max. Units Avg. Max. Units (b) Description -Describe the wastewater generating operations. Indicate variations in production and operations during the yew. {Use additional sheets as necessary.) 82. Discharge Period (a) Discharge occurs daily: from 9AM to 12 AM Circle the days of the week that the discharge occurs:(S M T W T F ]) 84. Number of Employees 83. Variation of Operation Indicate whether the business activity is: C9ontinuouaj)throughout th~ year, or Seasonal -Circle the months of the year during which discharge occurs. c;[F MA M J J A S.O NE) OFFICE PRODUCTION (number of employees per shift) DAY SHIFT SWING SHIFT NIGHT SHIFT No. Hours No. Hours No. Hours No. Hours WEEKDAY 66 9 to 5 66 9 to 5 10 4 to 12 to SATURDAY 10 !=} to !) 10 !=} to h ~ ') 4 to 12 to SUNDAY 10 9 5 10 9 to 5 2 4 to 12 to 85. Substances Proposed to be Discharged -Give common and technical names of any materials or products proposed to be discharged to the sewer. Briefly describe the physical and chemical properties of each substance and product. NAME DESCRIPTION the Purex bleach mixed with media to kill ce s; D Buena Sanitation District :6:City of Carlsbad D Encinitas Sanitary District D Leucadia County Water District D Vallecltos Water District D City of Vista ENCINA ADMINISTRATIVE AGENCY 6200 Avenida Encinas• Carlsbad, CA 92009-0171 (619) 438-3941 Wastewater Discharge Permit/ Chemical Storage Permit Part 2C -Wastewater Use and Characteristics C1. Water Source -List all supply sources of clean water on the premises: _________ _ Tap and battled water, C2. Water Usage -Give the following information regarding water usage: ANNUAL IF OPERATIONS ARE SEASONAL CONSUMPTION MAX.MONTH ANNUAL DAILY AVG. AVERAGE DAILY (GALLONS/DAY) gallons/year aallons/peak month aallons/dav seasonal min. seasonal max. A I 1,800 ., 000 sj 188.500 cj 4.943 DI NIA El N/A C3. Wastewater Discharge -Fill in the table below concerning water usage (use averages). NOTE: Show on separate sheet the method and calculations used to determine the quantities on table. A. CLEAN WATER SUPPLIED 8. WASTEWATER DISCHARGED TO Primary Bldg. Secondary Buildings Comm. Sewer Other Point* % to Sewer WATER USED FOR: gal/day gal/day gal/day gal/day gal/day % Sanitary Processes ~?.()() ~')()() 1 ()() Boiler !')00 !100 100 Cooling 750 750 100 Washing p;nn c:;.oo 10() Irrigation Product Other (specify) TOTAL 4qp;() Ll.qso 100 * Enter the quantity and the appropriate code letter indicating the discharge point: a. well, b. creek, c. estuary, d. bay, e. stormdrain, f. rail, truck, barge, g. evaporation, h. product C4. If batch discharge, indicate: a. Number of batch discharges: ______ per month. b. Time of batch discharges: , at __ __._ __ .........._ __ (Days of Week) (Hours of Day) c. Average quantity per batch: _________ gallons. d. Flow Rate: _______ gallons/minute. · CS. Wastewater Constituents -Characterize your wastewater specifying all pollutants and loading strengths. Note such things as metals, organics, hydrocarbons, oil and grease, BOD, COQ, SS pH range, high temperature, and so forth. Attach laboratory analysis if appropriate. The largest percentage of.water used is discharged without pollutants. Some salts are released as described in B5 above. Trace metals and/or organics (~ 1ppm) may be released during washing. AutocJ2.ves release high \;~Pr:1~fr&1tvasflt>1rpcfs\r~_rl.:ist the type and volume of liquid waste removed from the premises by means other than community sewers. DESCRIPTION VOLUME al/mo. REMOVED BY name & address 110· / mo Pacific West 550· / mo Pacific West Pacific West Liquids DISPOSAL SITE Chem. Waste Mgmt:Az s State of Washington a .., '"-,, l - ., D Buena Sanltat'ion District Ga City of Carlsbad D Encinitas Sanitary District D Vallecltos Water District D City of Vista D Leucadia County Water District ENCINA ADMINISTRATIVE AGENCY 6200 Avenida Encinas • Carlsbad, CA 92009-0171 (619) 438-3941 Wastewater Discharge Permit/ Chemical Storage Permit Part 2D -Chemical Storage and Disposal Purpose -To identify all new or used chemicals stored on-site, how stored, where stored, how much stored, ultimate disposal of waste chemicals, and precautions taken to prevent their entry into the sanitary or storm systems. Further instructions on reverse side. 2D.1 Material Safety Data Sheets (MSDS) -Attach an MSDS for each chemical stored on-site whether actually entering or potentially entering the sanitary system. 2D.2 Chemical Storage Description -Describe each chemical storage area and aboveground or underground storage tanks (all such areas should have been noted on Part D) including physical dimensions, covered or uncovered, bermed or unbermed, height of any berms, quantity of each chemical stored therein and how stored. Note all storm or sanitary drains close to each storage area. Attach sheets as necessary. Tbere are currently only two types of cberoical storage areas or containers in the ISIS facility. One type is in the actual labs where we have flamable chemicals stored either underneath the chemical fume hoods in fJ amahJ e cabinets ar in a free-standing 3 'x1 S "x6' stara ge cabinet. The free-standing cabinets are used to store 5 gal drums of solvent. The under-hood storage cabinets hold all 4-litre bottles (about 15" high) and smaller containers. The other storage area is in the north end of the buiJdjng by the roll-up door. This area contains 3 free-standing: cabinet3 capable of holding nine 5-gal drums each and 2 or 3 55-gal drµms for holding solvent waste. The nearest storm drain is about 35 yards away to the ·northeast corner of the building, 2D.3 Safety Precautions -Describe all precautions taken to prevent accidental discharge of stored chemicals to the storm or sanitary systems. Include any personnel safety equipment or features. ISIS has spill kits for the neutralization of any chemical spill to assisv in clean-up as well as dike pillows to stop or re-direct flow away from drains prior to entry. FJaroabJe and chemical storage cabinets have the capability to bold 25 ga110ns of ljquids, Bulk chemical pouring, ie, from 5-gaJ drum ta smaller containers, is done on a one piece canstructio1 cart which has a 3-inch high wall to contain spills or splashes. Lab personnel are qualified to handle hazardous chemicals as well as being trained in proper djsposaJ procedures, Laboratory sinks have :i;:,olypropyle1e traps which will disintegrate on contact with most organic solvents and in 3 -5 minutes with others thereby limiting any potential release. 2D.4 Hazardous Waste Disposal -Attach a copy of all hazardous waste hauling manifests for the past calendar year.