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2292 FARADAY AVE; ; CB920309; Permit
B U I L D I N G P E R M I T 05/14/92 11:27 Page 1 of 1 ,Job Address: 2292 FARADAY AV Str: Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 212-061-31-0U Valuation: 365;505 Construction Type: VN Occupancy Group: B2 Reference#: Description: 17405 SF T.I. ISIS PHARM : OFFICE AND INDUSTRIAL ENTIRE BUILDING Permit No: CB920309 Project N0: A920U779 Development No: Fl: Ste: 7645 05/14/92 0001 01 02 C-PRMT 26777 u(JO Status: ,:ssuED Applied: Apr/Issue: Appl/Ownr: INTER ARCH Validated By: 619-236-1919 03,/24/92 05/14/92 CD OWNER 624 BROADWAY STE.,200 SAN DIEGO,CA 921Q,1,, / ISIS PHARMACE(l'fICADS, 2280 FARADA,f AV/--<.','_,:, CARLSBAD, <;A 92009, , ,,, 619-931-9639 *** Fees Required **;-: ,,'-' \ F'ees, Coll.~cted & Credi ts --------------------------~----~ ~-~---·~-------~-------------------------' ' '/' Fees: 27,798.00 Adjustments: · .. 00 .,_ . , Tot.a},,., <;re«Ji,t:s: . oo Total Fees: 27, '79EL Q'O ''.. ·-. •. ·,,,.. ;:~Tot1:Cl,;Payments: , 1,021.00 ', , ',,,,, 1:. -, ~a.lanc,,e'J Due;,; 26,777.00 l '\. .J.. , / • !. 1> I Fee description ' <· , : ,, \,,:~, -<t;' .,,/trni~~·<:/~e'~'z:!;fni:::: Ext fee Data ' '.l' 'I' ,, , ',, ' I ---~--~-------~----; --------~·~:11tJ:-~\~;11--d-//.-;s~r:------~----------------- Bu11d1ng Permit \ \c-',-1,,.~._, ·}i'/ iCiff>fJI; ! 1571.00 Plan Check, \ \ ~,. S\:'2' ~0/ , , ___ !?:tv/ i 1021. 00 Strong Motion Fee \ \~1 / ,,.},. ~y.,\(;>~Y ; / 77. on Enter Number of EDU'\ _ ,,,,.-·~" L/ ,~coi;~~ATED3.1J/ ,,,_ I 6996.00 Enter F.M.F./G.M.F. a'n,:i i('r7 .?. t > rns2 .,../ <".\~"".::',; 0,5 Enter "Y" to Autocalc \.1i'~er,:~/ fJ1X:-,'>-,,,,, .. t,.---:_ r~--S:'\'·\):\\( 6652, 00 Y , C ':-:f , 'i5":tj // [I r::> ;,~ \ 0 J \ \~ / 614 0 . 0 0 (1<.~" ~it\9)/ ~) { () \ 1'.\ \) / 2031. 00 ( CFD....,,,Eund jI 0,,J \,, ,/',... 18 7 5. o o '· _.,,,,-* BUILDING TOTAL ... "' -.... _ ~"' Enter "Y" for Plumbing Issue Fee Each Plumbing Fixture or Trap Each Building Sewer Each Water Heater and/or Vent Gas Piping System * PLUMBING TOTAL > > > > > Enter "Y" for Electric Issue Fee > Three Phase 480 Per AMP > * ELECTRICAL TOTAL Enter 'Y' for Mechanical Install Furn/Ducts Each Boiler/Compressor Other * MECHANICAL TOTAL Issue Fee> > to 15 HP> > .. --~- 62 1 " ,:, 2 800 41 2 26.00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 2,50 6.50 2.50 2.50 1.UO 9.00 16.50 26363.00 7.50 Y 155.00 6.50 7.50 5.0U 182.00 10.on y 800.00 810.00 15.00 Y 369.00 33.00 26,00 4 PUMPS 443.00 PERMIT APPUCATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PfillMI I nPE A -LI Commercial D New Bu1ldmg )(Tenant Improvement B -D Industrial D New Building D Tenant Improvement • • . . . . . C-PRMT 1021°()0 -C -D Residential D Apartment D Condo D Single Family Dwelling D Addition/ Alteration D Duplex D Demolition D Relocation D Mobile Home D Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar D Other ____ _ {]RL/333 2. PRQJECT INFORMATION FOR OFFICE USE ONLY Address 2 z 9 2 FAP.~ Df\-"-1 ftV E .. Bmldmg or Suite No. Nearest Cross Street LEGAL DESCRIPTION Lot No. fr> subd1V1s1on Name/Number OmtNo. Phase No. CHECK BEWW 1F s0BM1'l'IEO: D 2 Energy Cales D 2 Structural Cales D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL 2 IZ -C> ti> l - DESCRIPTION OF WORK EXISTING USE ,B 2 <.:>ffi Ctl---PROPOSED USE \32. SQ. FT. I w OS f # OF STORIES 3. WNIACI P N (If different from apphcanO 1 24 :#-~ NAME Int'er Arch ::tne "s ADDREss '-" J3 R oo..d...u.) Oj · STATE CA-ZIP CODE 9:2..1 c I DAY TELEPHONE ;23lo -19 I 'i' D AG£N'1 FOR WN'l'RAC'l'OR u uwNt:K O AGEN I PoR oWNER NAME 1"' +---c.x-fire.I-\ ADDRESS (o2.J+ Br~c-dw~ # zoo CI1Y 60..A) Diedo STATE CA--ZIP CODE q-2-{ 0 I DAY TELEPHONE :J.-3.(£:J -f ""( / 'j S. PROPfill1Y OWNmt 2... 280 FO-rL.o...cl~--~---NAME :C$1S "f'hcu-~O..C euri ca,,( .S ADDRESS ZIP CODE cITI C..ovrl sb q_d_; STATE DAY TELEPHONE 9· 9 03 C, NAME CI1Y STATE ADDRESS ZIP CODE DAY TELEPHONE LICENSE CIASS CI1Y BUSINESS LIC. # DESIGNER NAME ADDREss ZIP CODE 4124 £roo.-&._,..u~ :i.£::i.-otl STATE 4 DAY TELEPHONE d""!;,fr;-} <>J ( STATE LIC. # Workers' Compensation Declaration: I hereby afhrm that I have a cert1hcate of consent to self-msure issued by the D1rector of lndustnal 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 Cernhcate 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 8. oWNmt-B0lIDER Mcl.ARATION D D D OWner-Hmlcter Declaration: 1 hereby afhrm that I am exempt from the Contracto?s Llcense Law for the foliowmg reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not 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.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATIJRE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BU1W1NG PERMITS oNLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES D NO IF ANY OF TI-IE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCDJPANCY MAY Nill BE ISSUED AFfER JULY I, 1989 UNLESS TI-IE APPUCANT HAS MET OR IS MEETING TI-IE REQUIREMENTS OF TIIE OFFICE OF EMERGENCY SERVICF.S AND TI-IE Am POLLUTION OONTROL DISTRICT. 9. wNSl'ROCnoN 1£NDING AGENCY 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) ClVll Code). LENDER'S NAME LENDER'S ADDRESS 10. APPllCANt CERlli1CATION I certify that I have read the application and state that the above mformat10n 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 AISO AGREE 10 SAVE INDEMNIFY AND KEEP HARMLESS TI-IE CITY OF CARISBAD AGAINSf ALL UABIIITIES, JUDGMENTS, OOSTS AND EXPENSES WIIlCH MAY IN ANY WAY ACDlUE AGAINSf SAID CITY IN OONSEQUENCE OF TI-IE GRANTING OF TIIlS 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 pe building or work au such permit is sus · issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the 'zed by sue rmit is no commenced within 365 days from the date of such permit or if the building or work authorized by fled or aba at any me after the work is commenced for a period of 180 days (Section 303{d) Uniform Building Code). DATE: -...3-Yj-<J;;)--- File YELl..OW: Applicant PINK: Finance I 05/14/92 11:29 Page 1 of 1 S E W E R P E R M I T Permit No: SE920026 Bldg Plan.Cl,;;;!:;: CB920 309 Job Addres.;;: 2292 FARADPS A"V Permit Typr::·: SEWER -OF'FICE/WARE-HOUSE Parcel No: 212-061-31-00 7645 05/14/92 0001 01 02 Description: 17&05 SF T.I. ; OFFICE AUD UJDUSTRIAL C-PRNT 7917H25 L/ ) {p-'')_ Stat1.ts: ISSUED Applied: 04/07/92 Apr/Issue: 05/14/92 Permitee: INTER ARCH rH9-236-1919 E}:pired: 62~ BROADWAY STE.,200 SAH DIEGO,CA 92101 Fees Required• ' . Prepared By~ ,..TPY *** --~--~--------------------------------~-----~-~~-------------------------Fees: Adjustments: Total Fees: Fee description 7,917.2$ • (t(J 7,~-1.7,15 Total Credits: 'J'o't:a1 Peymep:cs; Bal~nce.Due: Vnits Fee/Unit .00 .oo 7,917.25 Ext fee Data -------------------------------------~----~--------------------------------Enter Office Square-F.:,('tt.;1g1: '> Total EDUs Sewer Fee <Sewer Credit:> Enter Sewer EDlJs t. SEt\!ER TOTAL > and B,~-n.:d.:it-A:V~& > ' 1! \ l JC'-.t;;;-,>,·;: ·-,: 1 , ,, '\" ',, ', \, .... __ ,./ .1' '.' CITY OF CARLSBAD " ; '' \' '_. \ ,,~ \ ,, ,,, ; / / / 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 4.97 4.97 8002..00 -2879.97 2795.22 F 7917.25 IRECE]VED JOl 2 2 1992. FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING ; F!RE PLANNING U/M WATER PLAN CHECK#: CB920309 DATE: 07/17/92 PERMIT#: CB920309 PERMIT TYPE: ITI PROJECT NAME: 17405 SF T.I. ISIS PHARM OFFICE AND INDUSTRIAL ENTIRE BUILDING ADDRESS: \:~2292 FARADAY AV CONTACT PERSON/PHONE#: MH/929-9130 SEWER DIST: CA WATER DIST: CA ========~ '.INSPECTED BY: DATE ~ INSPECTED: 1-~/q2-,APPROVED V_ DISAPPROVED_ INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPEC';J:'ED: APPROVED DISAPPROVED APPROVED DISAPPROVED CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920309 FOR 08/03/92 INSPECTOR AREA MC DESCRIPTION: 17405 SF T.I. ISIS PHARM OFFICE AND INDUSTRIAL ENTIRE BUILDING PLANCK# CB920309 OCC GRP B2 CONSTR. TYPE VN TYPE: ITI JOB ADDRESS: 2292 FARADAY AV APPLICANT: INTER ARCH CONTRACTOR: OWNER: ISIS PHARMACEUTICALS REMARKS: MH/929-9130 SPECIAL INSTRUCT: STR: FL: STE: PHONE: 619-236-1919 PHONE: PHONE: 619-931-9639 INSPECTOR /v1Jer -;~-- TOTAL TIME: --RELATED PERMITS--PERMIT# SE920026 AS920030 CB920695 TYPE swow ASTI PLUM STATUS ISSUED ISSUED ISSUED CD 19 29 39 49 LVL DESCRIPTION ST Final PL Final EL Final ME Final Structural Plumbing Electrical Mechanical ACT COMMENTS H------- -------------------------------------- ------------------- DATE 072492 072392 072392 072092 071792 071792 071792 071692 071492 071492 071492 071492 071492 071392 071092 070992 070992 070992 070992 070792 070692 070692 070692 070692 . ~LA-~ ~ ***** ~ ~ fl£-· >~/M Cf1r-/~ INSPECTION ff1?f!O'~¾JJ<;,J ~~, ACT INSP llJWfc~E~-1 ~ I' t-:(7.~-DESCRIPTION Rough/Topout Final Combo Rough Electric Final Combo Final Combo Rough Electric Rough/Ducts/Dampers Final Combo Frame/Steel/Bolting/Welding Gas/Test/Repairs Rough/Ducts/Dampers Rough Electric Frame/Steel/Bolting/Welding Rough Combo Rough Combo Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Underground/Under Floor Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough Electric AP MPC ACID WASTE VENT COMPLETION PI MPC PROGRESS INSPECTION AP MPC SEE INSP NOTES PI MPC FOR PARTIAL OCC/WALKTHRU W/PK PI MPC SO OFFICES & BATHROOMS PI MPC EQUIPMENT YARD PA MPC DUCTS/REGS. NO SIDE PI MPC SEE INSP NOTES PA MPC NO OFFICES/LABS PA MPC SEE INSP NOTES CO MPC SEE INSP NOTES CO MPC SEE INSP NOTES CO MPC SEE INSP NOTES PI MPC PROGRESS INSP PI MPC PROGRESS INSP NORTH RM PA MPC CEIL GRIDS,RMS 43,44 & 50 CO MPC SEE INSP NOTES PA MPC RMS 43/44/50 CEIL PA MPC SEISMIC SO MAIN HVAC DUCT PA MPC SEE INSP NOTES PI MPC CEILING, NORTH RMS PI MPC NORTH RMS PI MPC NORTH RMS PI 44 NORTH RMS { ' ,,, . ... tnfSCHEPYLIP INSPECTION DATE. tjtn/9~ INSPECTOR &1zz , PERMIT • l492,..e> 'p{)Cf . -~-;p-r-w--..,-f'KK~ j# _______ _ J'OB. ADDRESS 2..-29~ I ~y ------ TIME ARRIVE: _____ TIME LEAVE: ____ _ CO LVL DESCRIPTION . PDJIITS 6/15/89 • ACT COMMENTS CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920309 FOR 07/17/92 DESCRIPTION: 17405 SF T.I. ISIS PHARM INSPECTOR AREA MC OFFICE AND INDUSTRIAL ENTIRE BUILDING PLANCK# CB920309 OCC GRP B2 CONSTR. TYPE VN TYPE: ITI JOB ADDRESS: 2292 FARADAY AV APPLICANT: INTER ARCH CONTRACTOR: PHONE: PHONE: STR: FL: STE: 619-236-1919 OWNER: ISIS PHARMACEUTICALS REMARKS: MH/929-9130 SPECIAL INSTRUCT: PHONE: 619-931,-9639 INSPECTOR tf-,t.- 1 TOTAL TIME: --RELATED PERMITS--PERMIT# SE920026 AS920030 CB920695 TYPE swow ASTI PLUM STATUS ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY***** DATE 071492 071492 071492 071492 071492 071392 071092 070992 070992 070992 070992 070792 070692 070692 070692 070692 070692 070292 070292 070292 070292 070192 070192 063092 DESCRIPTION Frame/Steel/Bolting/Welding Gas/Test/Repairs Rough/Ducts/Dampers Rough Electric Frame/Steel/Bolting/Welding Rough Combo Rough Combo Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Underground/Under Floor Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough Electric Underground/Under Floor Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Underground/Under Floor Rough Combo Rough Combo Rough Combo ACT INSP PA MPC PA MPC CO MPC CO MPC CO MPC PI MPC PI MPC PA MPC CO MPC PA MPC PA MPC PA MPC PI MPC PI MPC PI MPC PI 44 DN 44 PA MPC CO MPC CO MPC CO MPC PI MPC CO MPC PI MPC COMMENTS NO OFFICES/LABS SEE INSP NOTES SEE INSP NOTES SEE INSP NOTES SEE INSP NOTES PROGRESS INSP PROGRESS INSP NORTH RM CEIL GRIDS,RMS 43,44 & 50 SEE INSP NOTES RMS 43/44/50 CEIL SEISMIC SO MAIN HVAC DUCT SEE INSP NOTES CEILING, NORTH RMS NORTH RMS NORTH RMS NORTH RMS SAMPLNG STATION,TANK LEAKS SUSP GRID SYST/SO RMS SEE INSP NOTES SEE INSP NOTES S.E. RMS SEE INSP NOTES CEILING GRID SYSTEMS CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920309 FOR 06/30/92 DESCRIPTION: 17405 SF T.I. ISIS PHARM INSPECTOR AREA MC OFFICE AND INDUSTRIAL ENTIRE BUILDING PLANCK# CB920309 OCC GRP B2 CONSTR. TYPE VN TYPE: ITI JOB ADDRESS: 2292 FARADAY AV APPLICANT: INTER ARCH CONTRACTOR: OWNER: ISIS PHARMACEUTICALS STR: FL: STE: PHONE: 619-236-1919 PHONE: PHONE: 619-931-9639 REMARKS: MH/ INSPECTOR __ [_ d~ 1pf-/ --;----SPECIAL INSTRUCT: SUSPENDED CEILING TOTAL TIME: --RELATED PERMITS--PERMIT#. SE920026 AS920030 TYPE swow ASTI STATUS ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 14 24 34 44 ST Frame/Steel/Bolting/Welding PL Rough/Topout EL Rough Electric ME Rough/Ducts/Dampers rg _CJ€,_'/_0_~_t,_{ill#)--8~---~- ------------------- ------------------- ------------------- ***** INSPECTION HISTORY***** DATE 062692 062692 062292 062292 062292 061892 061892 061792 061792 061692 061692 061692 061292 061292 061192 061192 061192 061192 061192 061092 061092 061092 060992 060992 060992 DESCRIPTION Interior Lath/Drywall Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough/Ducts/Dampers Interior Lath/Drywall Gas/Test/Repairs Rough/Topout Interior Lath/Drywall Steel/Bond Beam Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough/Topout Ftg/Foundation/Piers Ftg/Foundation/Piers Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough Electric Rough/Topout Interior Lath/Drywall Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough/Ducts/Dampers Gas/Test/Repairs Frame/Steel/Bolting/Welding Insulation ACT INSP AP MPC CO MPC PI MPC PI MPC CO MPC AP MPC PA MPC PA MPC AP MPC PI MPC PI MPC PI MPC AP MPC CO MPC PA MPC PA MPC PA MPC PI MPC PA MPC PI MPC PI MPC PI MPC DN MPC PA MPC PA MPC COMMENTS REST OF DRYWALL SEE INSP NOTES PROGRESS INSP PROGRESS INSP SEE INSP NOTES 60 PSI TEST U/G GAS LINE ACD WST/H2O PIPE N RM/X 54-5 NORTH EQUIP YD WALLS/SLAB PROGRESS INSPECTION PROGRESS INSPECTION PROGRESS INSPECTION PER ARCH/ENGR REV. DETAILS NDS SPEC.INSP. ON CONC. 1 HR CORR WALLS/SOFFITS NORTH ROOMS IN WALLS NORTH ROOMS (NO WIRE NORTH ROOMS SOUTH ROOMS NORTH RMS & 1 HR CORR NORTH ROOMS 24 HR TEST NDS REDONE SEE INSP NOTES WALLS & BATHRMS CLN > .. CITY OF CARLSBAD INSPECTION REQUEST FOR 06/30/92 SF T.I. ISIS PHARM PERMIT# CB920309 DESCRIPTION: 17405 OFFICE TYPE: ITI AND INDUSTRIAL ENTIRE BUILDING INSPECTOR AREA MC PLANCK# CB920309 OCC GRP B2 CONSTR. TYPE VN JOB ADDRESS: 2292 FARADAY AV STR: FL: STE: ***** INSPECTION HISTORY***** DATE DESCRIPTION ACT INSP COMMENTS 060992 Interior Lath/Drywall PA MPC 2 HR WALLS/SOFFITS 060892 Gas/Test/Repairs PI MPC START OF 60 PSI TEST 060892 Underground/Under Floor PA MPC GAS LINE 060592 Frame/Steel/Bolting/Welding co MPC SEE INSP NOTES 060592 Rough Electric PI MPC 060592 Rough/Ducts/Dampers PI MPC 060492 Frame/Steel/Bolting/Welding PA MPC WALLS,OFFICES,SO.OF 1 HR CORR 060492 Rough Electric PA MPC SOUTH OFFICE WALLS 060492 Underground/Under Floor co MPC SEE INSP NOTES 060492 Frame/Steel/Bolting/Welding PA MPC BATHROOMS/SHEAR PANELS 060392 Underground/Under Floor PA MPC SEE INSP NOTES 060392 Underground/Under Floor co MPC SEE INSP NOTES 060392 Frame/Steel/Bolting/Welding PI MPC WALLS 060392 Rough/Topout PI MPC IN WALLS 060392 Rough/Topout PA MPC SANITARY LINES 060392 Rough/Ducts/Dampers PI MPC 060392 Rough/Topout co MPC SEE INSP NOTES 060292 Rough Combo PI MPC PROGRESS INSP 052892 Frame/Steel/Bolting/Welding PI MPC PROGRESS INSP 052792 Ftg/Foundation/Piers PA MP OK TO POUR PLUMB TRENCH 052292 Underground/Under Floor PI MPC SEE INSP NOTES 052292 Underground/Under Floor co MPC 052192 Underground/Under Floor PI MPC PROGRESS INSPECTION 052092 Ftg/Foundation/Piers PA MPC REBARS@ SANITARY LINES 051892 Underground/Under Floor PI MPC 051892 Underground/Under Floor co MPC SEE CORR LIST 051892 steel/Bond Beam PA MPC SLAB DOWELS & BTARM CUTS 051592 Underground/Under Floor PI MP~ SANITARY LINES 051592 Underground/Under Floor co MPC SEE INSP NOTES Robert ,E. McKee, Inc. --------··-·····--.• -. ··-• ·I ; , .3655 Nobel Drive, Suite 11200 ·. . · · San Die170, Cali!ornia 92122 · .. ·,. ·. · 619/453-9933 I'· ·\,-. . .'FAX .+'619/453-9932 : ~ l _y·.: ... , R . F . I . No . _ -~ Q ..... -· ~ate:.:!it.;,.e_fi;.L'lJZ_ /lo/ tc, F ~ REQUEST ! INFORMATION i RE; ISIS Pheirmaoeuticals 2292 Faraday Ave, San Diego, CA. McKee Job No. 14068 ATTN ; j}_g!J.Jlt11M.11../ .. 'il.1:Hd~.G.t,1J.eet' SUBJECT: __ 7f~IJk/2_Cff./ .... a..6..1/4. ..... e .... _&.,kbc_ _____ f'i!f:.~----------------- ----. -...... -------~-·--·-···· ...... ···---··-.. ·----·-...................... ,.,-..... ~ .. --... ---~·-.-----------------· -- REPLY= ·--~5£E.. ... IZ1Z1.Cll.&£l __ ................. £110.M &k.f. ··· ······-·----------·----Oate ---------- .......... -.. ·---r:--·-··---. -By--.. -·------;;;t, ~· .... ... ··-·-·-·----J -·-·-·-------------•' •':' 1 ' •• Note: Please return one copy ft.o V'he ·above address with reply Date Informatio~ ~e19l_;).red: .... ~ 01 . .f:k____ : Furnish~d By __ ..ll,e:.f.Ol_.7.M7. ,., ~o T KEE INC. Date; _;f~ -'l,.111.Z-::-.... .. . -_ 'W"-A~----cc: SDq,RFI LOG roe t ngineer A Member of the Jacobs Engineering Group /n,;; .. ; ' .•. . :-•. . -~---·--------·-- rAX1 ,r4--e1, . .-'t,C)~·<? --·-··-.. ------· ... ~ ..... -............. ...-.-~ .. -- FROM; BURKETT~ WONG ENGIN~ERS 8-.. ,-~-~ ~ '"'--~~"\::)\).~_::_:-.-:)_. ~-Cr'\~ -~ .. ..:... _____ _ ~ l!:'f· __ .:!:~·-1?7 :S!~-.~~.V.~ . .IS~) s·: ____ -~ <--:) · ·.~. "-\ r'l..--\..r-O 3\~ C:..'<=. rt,Q ~-~ ·-~-:Q~--~: -S1.,~"\'-~ \•_:!, 1 _Q • ~ , &--~>~. -·-·-~ "-.) ~ ..... ~~-·-~-.-::-c.:.~~ ' ~ ~ ~',) ~--: .• ~¼...E--( C..t,A_ Co I I ' (\ ,.,____ • ----~~ ----·---.. ··---·--__ ,L __ ,. ___ , ...... _______ . __ ··-- -------···--------~~.-.-.... TI!IS FACSIMILE lS CONFIDENTIAL AND INTENDED SOLELY FOR TIIE USE OF THE ADDRESSEE. IJSEr DlSSEMINATrON OR COPYING BY A.NY OTHER PARTY IS STRICTLY PROHI8JT£D. IF RECrIVEO IH ERROR. PLEASE IMMEDIATELY NOTXFY us BY 'rELEPHOHE:, AND REr.ur~~ THE FACSIMILE:'. VIA u • .s. POSTAL . S£RYICE. IF. YOU HAV£ AMY TROUBLE RECEIVING 1'Hl S TRANSMISSION 1 PLEASE CALL US. TRANSMITTING_:f..:.:..._PAGES ·rncLUDrN6 COVER. C < I R.. -K G'¼·~t?"· ··-~ \"'((.~·~ <~ '1_..'7-<q \ "\..,~~ 1 l-Yh ... --«-).;-<?C-{J. ... t:..::) \....) rnr-..m.._\ 1.. ~ t:c-"1 \ q , P'i~ ...... -i-( .. k'1\~-'1 '.\'\K.1 ftsh) 1~,-"lt;,l-4 · -·:·---burkett &wong strwtvrcl & <:lvH tt-n9in••~ & svf'"V'ty~r1 343-4 r'Qvrth ow.. son dies<>, <o 'if 2'103-4941 phoM (619) i9'9·.SSS0 • rnx (619) 299·993-4 . ~ . . -. ~ . -·::~ : -· . •' •,. ', ·,:·: • •.,,.I ••',:.I ", •' • • ' ,' • ,' < •••• ·:· •• . . :·· ' ' .· .. , .. : . ·,. ,·::. '··,: .. , :! .' -~ · .. : ... " '~ · .. . ' . ~-. •. •. . . ' ·. ·. . '· .. ... ... . "··~-... ... __ _ -.... -,._,__ .... ----· -- ---~~~ ..... I'-~ .. ~ B ii~ iNTER O ARCH Zil -~ SPACE· PLANNING • INTERIOR OtSlGN ~-~~"•°\W,~ .,',~Ql'l'lllA ~, (1'1~)tJe-,t'°''9 ,_..·, ... . ' .. ... '. . '. ',. '•, . • '· 1 " .... ' . ~ . . . .... . :. . . . .... C'S:) ~-· I.., C) .. ' ... I, .. •, .. •:, ... • ~' ·. :,:-; • ! • :. ,, ·--4 ---~-·-------_,_,.,,..,.,,,.,.. _______ .......,...,, Tl TL.E ----------... ____ SCALE'. _____ _ PROJECT NAHE'. ISi$ PHARMACf!UTICALS ____ _ .., l!it ' ( ,;' ' JOB#~~:.~1e;,~ DATE,--~•.'_-··:·-··_· __ r-. ·- -.... -·------------- .,.-•..-••I• -\-·· -·- .... ··--~--·--ASSICNEO Rfl ,.o,_ .. '-~~--··- 1"1" ,. • f' ~ f Nt.,,; ~r /Ex1,fi;,,f I lo,/ ~ .. .,• - SHEET NO,-~-.. --,_ JOS NQ . ., .... /tl26tl -- I !I ,, ,, ?:! . I I I I I • .I ti I ·-· .,,/ 41! "f@ ~--1 J ' ___ , ·--· . .......,....,.. \ / ' $=;-.. -· .. -----i · ·-~ .......... i..:.--•. : ....... _., _________ s' ... ~-Ac c_.~--r \ \ .. l J. \. ~ ' \ 5ecfr°"1 f3 ....., r 11 •• ,......... I -4P.,_. \··-~4-~"\"' ' N,w 4-" ( c,,,.,;. 11,,6 .--,1 ~ au ..,, , cl'l ' I I ~ • . . ( ;. I I ,,,.. I I i l -l I I \)"\ j i.\) l \ ¥•j ~! ~Z) '"\.. .... t ~i) +-\ I ,j -.) ·~ ,,. . ... \ ''-: ''~ ,.,,, ,-·.\ IA-" ,~-. ., .,.., 1 .... i ~(;\ \'. ri.' \ ~, ~; ~ .... '"f" t'•,.l, ....... • "j: .... J~~ ' . t· \;'\ "."-. .... ":,,., ..,, ,., 11..,.I 11' ·~. i \-•! < ~r .,... •-. ., '•·· ,,..-... ', 1 1'.., ., .. ·.'··l \ i ,.-...... -~ .?:-\· ~- ~),..) ,,.., 1-\ \ ,.~ r I ,...; ( \..) ,~ ... 'Z ~ ,, ( ,, :.-;., ., t· ,~....._. '· l J HO .. ~ ~ •MI ·-•...Y......-i...,_,...........,. ..--.,.,~...,~~~~-t\-••r,.;~'K 11-,... ,1' ~ f'', I .. • ·, ~ ! ... . ,,,. t,,. '1 • .! (4' ,. \ ( \ ., .. ;·'i. ,., ~,;.., ;'> ' -.../ \:~: z~ ~· ~- 1\ ... , j ' ··~ \-' .1. ,, '°'-'. \.,.., ~- ~ I ~..l I i '-1 , •• •, I :' t; fi.l9'll2 r~1\G ? ' 7 ~' ,_, I·,~ -~, ' i '" . . _..._1.,;,,_;.....· ••• ~ -I -·-··-··--·-·--······ ·-······~·J·••·--·v·--·--------• j '• -·-~-,.--~--~-----·-··-·-). --·-·------------ASSIGNED RFl iii . i!i :;S::t ......... R~~- (f{ ··': <:::,(., +, :..-.... 0 ..,.,~ .. , . \.,. -( ---"·~--~ I \ I ., ' ,, ·1 I . \ .. '.\ 'I I. .. ., ·: .. ·..... .·· .. · ... · '. . ,' .. • .. ; : : •. ·:' . • • .-! . • . ~ , . •. t .. . . . ' . . ~ . ' . : . :, ... : .. ' . :. I • • ~ . ' . . :.• . :· ·. ·.· ·_, ·_ ., ·.'. \' : .. -V/ w/ j').:;'.t. .· 't-·'~ "1'1~ I -. ~-~~L" -- ... , ... ____ .... _,__.. .. ---··--. ' -,. (,4 - )?_,~tJ-J-~ ~~~,. 1 ~~ ·1:~32--~16-0'\ 15,54 ....... _ ~ --.. -,... -~ .--. .----~--- H '\ \ \ .. Tsuchiyama:.> l<;aino & Gibson Consulting Mechanical Engineers Principals Victor M. Tsuchlyama, P.E. l<enneth I<. l<alno, P.E. Paul D. Gibson, P.E. June 8, 1992 Mr. Camero CITY OF CARLSBAD BLDG. DEPT. 2075 Las Palmas Drive Carlsbad, California 92009 Subject: Isis Pharmaceuticals Building #2292 Acid Waste Piping Material Dear Mr. Camero: Associates Donald E. Crotty, P.E. Todd T. Sorbo, P.E. There have been questions raised regarding the chemical compatibility of polypropylene pipe for the acid/industrial waste systems on the subject project. As the design engineers on the project, Tsuchiyama, Kaina & Gibson is required to analyze the waste systems and specify appropriate material for the specified service. Based on the information provided to us by Isis Pharmaceuticals, polypropylene waste piping is appropriate for their needs. In addition, it is the companies policy to design acid/industrial waste systems using a secondary containment pipe. This containment pipe is also monitored for leaks. This is not required by Code, but Tsuchiyama, Kaino & Gibson feels it is good engineering practice to do so. In conclusion based on our information to date, we are completely comfortable with the use of polypropylene pipe for the acid waste system. · · Sincerely, ?.i~O & GIBSON Associate CC: Randy Beckwith -Ryan Herco Kathy Simpson -Isis Pharmaceuticals Don Pitman -Inter-Arch 4370 La Jolla Village Drive, Suite 750 • San Diego, California 92122 • 619/597-0555 • FAX 619/597-0565 Tsuchiyama, "aino & Gibson Consulting Mechanical Engineers Principals Associates Victor M. Tsuchiyama, P.E. Kenneth K. Kaina, P.E. Paul D. Gibson, P.E. Donald E. Crotty, P.E. Todd T. Sorbo, P.E. June 8, 1992 Mr. Camero CITY OF CARLSBAD BLDG. DEPT. 2075 Las Palmas Drive Carlsbad, California 92009 Subject: Isis Pharmaceuticals Building #2292 Acid Waste Piping Material Dear Mr. Camero: There have been questions raised regarding the chemical compatibility of polypropylene pipe for the acid/industrial waste systems on the subject project. As the design engineers on the project, Tsuchiyama, Kaino & Gibson is required to analyze the waste systems and specify appropriate material for the specified service. Based on the information provided to us by Isis Pharmaceuticals, polypropylene waste piping is appropriate for their needs. In addition, it is the companies policy to design acid/industrial waste systems using a secondary containment pipe. This containment pipe is also monitored for leaks. This is not required by Code, but Tsuchiyama, Kaino & Gibson feels it is good engineering practice to do so. In conclusion based on our information to date, we are completely comfortable with the use of polypropylene pipe for the acid waste system. Sincerely, TSUCHIYAMA, KAINO & GIBSON ~~ Associate CC: Randy Beckwith -Ryan Herco Kathy Simpson -Isis Pharmaceuticals Don Pitman -Inter-Arch 4370 La Jolla Village Drive, Suite 750 • San Diego, California 92122 • 619/597-0555 • FAX 619/597-0565 Tsuchiyama, t<;aino & Gibson Consulting Mechanical Eng·ineers Principals Victor M. Tsuchiyama, P.E. Kenneth K. Kaino, P.E. Paul D. Gibson, P.E. June 8, 1992 Mr. Pat Kelly CITY OF CARLSBAD BLDG. DEPT. 2075 Las Palmas Drive Carlsbad, California 92009 Subject: Isis Pharmaceuticals Building #2292 Acid Waste Piping Material Dear Mr. Kelly: Associates Donald E. Crotty, P.E. Todd T. Sorbo, P.E. There have been questions raised regarding the chemical compatibility of polypropylene pipe for the acid/industrial waste systems on the subject project. As the design engineers on the project, Tsuchiyama, Kaino & Gibson is required to analyze the waste systems and specify appropriate material for the specified service. Based on the information provided to us by Isis Pharmaceuticals, polypropylene waste piping is appropriate for their needs. In addition, it is the companies policy to design acid/industrial waste systems using a secondary containment pipe. This containment pipe is also monitored for leaks. This is not required by Code, but Tsuchiyama, Kaino & Gibson feels it is good engineering practice to do so. In conclusion based on our information to date, we are completely comfortable with the use of polypropylene pipe for the acid waste system. Sincerely, ~AMA, KAINO & GIBSON 2~fi! Associate CC: Randy Beckwith -Ryan Herco Kathy Simpson -Isis Pharmaceuticals Don Pitman -Inter-Arch 4370 La Jolla Village Drive, Suite 750 • San Diego, California 92122 • 619/597-0555 • FAX 619/597-0565 RCV BY:xEROX TELECOPIER 7010; 5-21-92 11:14AM; --g 818 364 1259~ • \' ,, ~~MAY .. 21 '92 11: 16 POLY-FLOW COMPANIES FAG\~IMILE TRANSMISSION ® SENDER: jfd.l,-r__ JOURNAL # 9 ¥ 3 V P.1 ~Cb§&@[§ @[§r1DWl:§rn3 vlXlD@ QD[Fd@[§(mu MJ~®®&@@ u@~ NA~~~( c'.a;,,1;-1 ~ ' . . . . ~AX# j)~) ,;$3' :.·3iCf l/ . . ·: ' ' ' COMPANYIUfJ-4 t2u/Q1Ja£ Q!;PT./MAILSTOP, .. . . . , •.. ··. • .,, . ; . PHONE NO. & /9) 1/J fr' ~f')::>?J CITY · . COUNTRY . .. MESSAGE: PAGELOF ({f . • ,. • : •,, '" ,,,,,, ,,, •• •,1 .. ',' \ •• ~-~ \,. (.. •• • ~ ... ,.,. '1 ,~:. -~·:·:·~l''i., .... ,",~:-.,, !,,, . ' . , .. . ·.; ..... ,. ,' '' ' ' . . .. ··. . . . .' . ~ - _,L;1 dUij l \ ,, .. . . • '' I . .,..• ' ,· .. . /1J¼r ' I ', • 1' ,, '• t•'· P O L Y -JF' L O W L l N E s® C O M P A N Y . 15392 Cobalt Street Sylmar, California 91342 818 362-6271 FAX 818 364~1159 a. subsidiary of Poly-Flow Engineering Inc, ; l=i 1 .. ,, . .; < . •.• . . . . . -· . . . .. . -.. . . . . -' . . . . · ... · POOR . U LI . t1n;1 ing: RCV BY:xEROX TELECOPIER 7010; 5-21-92 11:14AM f )MAY 21 '92 11:17 POLY-FLOW COMPANIES ·. ,1 !,It • 'j ' Designation: D 2857 -87 '' '' Standard Practice for --9 818 364 1259~ ; i=i 2 ................. ------~------P.2 An Amcrlenn National Standard Heat-Joining Polyolefin Pipe and Fittings 1 This stan(lard is i3sued un(ler the fixed di:i~gn11tlon D 26$7; the n111nber immediately following the dcsl;nation indl,atcs ibe year of origimtl ~doptlon or, i~ .th~ cw of re~isi~n, the y~ar ?f last revision, A number lll parcnthms lndlca.tC!l the year of last rt,11pproval. A supeNcnpt epsilon (i) 1nd1C11tes an ed1tonftl chante sut(:(: the !Mt revision or reapproval. This proctice has bt1n apprt;ived/or UJt by age11r;lts of the D1tP11rtm1nl r,j'Defen~ at1dfor I/sling In the DoD Index of Spec/jla11ions and StQ,u/ards. I, scope 1,1 This practice describes general procedures for making pnts with polyolefin pipe and fittings by means of heat- P-n!ns techniques in either a. shop or field environment, n,ese procedures should be regarded as general ones. Man- i{leturers should be requested to supply specific recommen- ~ous for heat-joining their materials or products. J ,2 The t~chniques covere~Qlicable__on{y_to joining polyolefin pipe and fittings oFrelated,poLym.ei::-w.mi.s.tijUor :ex4,111~lY.!!hylenes to polyethylenes, lif&'~nes:tof fzj,ropy1ene~,br polybutylenes to polybutylenes. Matenal, aendty,arrctflow rate must be taken into consideration in ~er to develop uniform melt viscosities and formation of a ~ fusion bond when joining the same material to itself or -,other materials of related polymer chemistry, 1.3 The heat-joining techniques described can produce pi11d joints between polyolefin pipe and fittinss1 provided ·!bat the parts are within the dimensional tolerances aiven in .~nt ASTM specifications. J.4 The values stated in inch-pound units arc to be ed as the standard, The values given in parentheses are jK' infonnation only. 1.s This su1ndard may involve hazardous materials, oper- ;J/ons, and equipment. This standard does not purport to ,Jdress all of the sqfety problems associated with its use. It is mt responsibility of lhe user of this standard to establish 111propriate safety and health practices and determine lhe 'gpp/icabilit,v of regulatory limitations prior to use. .t Referenced Documents 2,1 ASTM Standards: F 600 Practice for Nondestructive Ultrasonic Evaluation of Socket and Butt Joints on Thennoplastic Piping1 F 905 Practice for Qualification of Polyethylene Saddle Fusion Joints' .J. Slgniftcance and Use : 3. ! The procedures described in .Sections 8, 9, and l O can1 when implemented using suitable equipment and procedures in either a shop or field environment, produce strong pressure-tight joints between various combinations of pipe l!ld fittings, equal to the strength of the pipe. Some materials ~ This J)ractic:e i5 under the jurl&dielion of ASTM Committee F·l 7 1)11 Plllltic l\llngSystQrns and is th~ oirect re1l)Onsibilily or!Mxommlttee Fl 1.20 on Jolnlna, c.~rrent cdi1i1;1n approved Feb. 27. 1987. Published April !987. Otijinelly lished u D 2657 ~ 6?. LIi$! previous edition D i6,, -79, A111111a/ Boak of.4STM Standatds, Vol 08.04. 235 may be more adaptable to one technique than another. Average molecular weight and molecular weight distribution appel:lr to be influential in establishing suitable fusion parameters; therefore, the manufacturer's recommendations should be considered in the use or development of a specific fusion procedure. 4. Operator Experience 4.1 Skill and knowledge on the pan of the operatot are required to obtain a good quality joint. This skill and knowledge can be ootained by mal9ng joints in accordance with proven procedures under the guidance of skilled opera- tors. Evaluate operator proficiency by testing sample joints. 4.2 These procedures require the use of heating and cutting equipment. The person actually responsible for the joining of polyolefin pipe and fittings should ensure that detailed procedures developed in conjunction with the man- ufacturer of the pipe and fittings involvedt including the safety precautions to be followed,· are issued before actual joining operations commence. !. Heat-Fusion Bonding Processes 5.1 Heat-fusion bonding is a combination of temperature and fon;:e resulting in two mating surfaces flowing together to produce a joint. Fusion bonding occurs when the joint cools below the melt temperature of the material. There is a temperature range within which any particular materiid may be satisfactorily joined. The specified temperature used requires consideration of the properties of the spec:ific material, the fusion equipment being used, and the joining environment. With T'-'Chniques II or'IIl (6.3 or 6.4), there is also an appropriate force to be applied, depending on the material and fusion temperature. 5.2 Adequate joint strength for testing is attained when all of the joint material cools to ambient temperature (Note l ), The joint shall not be distur~d or moved until it ha$ cooled, NOTE i-Polybut)llene undergoes a crystalline transfonnation for several days after coolini below its melt temperature, Although this phenomenon has an effect on the ultimate phyt;ical properdes of the material, its effect on testing of joints ha$ not been found to be si;nificant, If there is any question of its effect, a comparison should be made between joints that have been conditioned for different periods of time in order to establish the conditioning-time relationship, 6. Classlfkation 6.1 Three fusion techniqut!S are covered in this practice: 6.2 Technique I. Socket Fusion-The socket-fusion tech~ nique involves simultaneously heating the c,utsidc surface of a pipe end and the inside of a fitting socket which is sfaed to be smaller than the smallest outside diametci' of the pipe, RCV EY:xEROX TELECOPIER 7010; 5-21-92 11:16AM --9 818 364 1259~ MAY 21 '92 11:18 POLY-FLOW COMPANIES P.3 I 9;r:e,w 4ffif D 2867 After the proper melt has been generated at each face to be mated, the two components are joined by inserting one component into the other. See Fig, 1, The fusion bond is formed at the interface resulting from the interference fit, The melts from the two components flow together and f\lse as t!'le joint cools. Alignment devices may be used to hold the pipe and socket fitting in axial alignment during the joining process; su.ch devices are recommended for use with pipe sizes 3 in. (76.2 mm) and larger. 6.3 Technique 11. Butt Fusion-The butt-fusion tech- nique in its simplest form consists of heating the squared en&i of two pipes, a pipe and a fitting, or two fittings, by holding them against a heated plate, removing the plate when. the proper melt is obtained> promptly bringing the ends together, and allowing the joint to cool while main- taining the appropriate applied force. See Fig, 2, An align- ment jig shall be used to obtain and maintain suitable alignment of the ends during the fusion operation. 6.4 Technique Ill. Saddle Fusion-The saddle-fusion techniqu1; involves melting the con~ve surface of the base of a saddle fitting while simultaneously melting a matching pattern on the surface of th, pipe, brlngins the two melted surfaces together, and allowina the joint to cool while maintaining the appropriate applied force. ~ Fi&. 3. Saddle fusions are made both by hand alignment and by \lsins alianment jigs. 7, Apparatus: General RecommendatioQS 7.1 Heating Tool-The tool may be heated by gas or electricity. Oas-fired heaters shall have heat sinks of suffi- cient caJ)acity to prevent excessive draw down of the tool temperature. Electric heating plates can maintain consistent fusion temperatures when provided with an adequate power source. Electric heating plates for general fusion use shall be controlled thennostatically 1md capable of bei~g adjusted over a temperature ranae from 300 to 57S"F (150 to 300QC). Somo tools may have a fixed set point for a particular application. Pt~ \II ,."1i.",'"', , • , :, ', II ,,,, •,•• ,, t \ '\ '".' • ,,. , 1,2 Heating Tool Faces-Heating tools may be machint,J from aluminum, stainless steel, or coppc:t\ or copper all0y1 Copper or copper~alloy heatini faces are not suitable unlfl chromium-plated or clad with anoth~r suitable metal ~ cause some polyolefins react with copper, Plastic materiu may stiok to hot metal heating surfaces. This sticking may~ minimized by covering the heating surfaces with a baked-oa nonstick coating, The heating plate surfaces, coated Q' uncoated, shall be kept clean and free of contaminants slOCt as din and grease and plastic build-up, which can caurc excessive sticking and create unsatisfactory joints. Most Ii these contaminants can be removed from the hot tod surfaces using a clean, dry, lint-free cloth, Burlap is ofta recommended as being an appropriate cloth material. ((I cleaning heating toot surfaces. Do not use synthetic Jabrict Some pigments, such as carbon black, may stain a heatl~ surface and probably cannot be removed; such stains will nii contaminate the joint interface, ... 7 .3 Temperature Indicator-Heating tools shall :~ equipped with a thermometer or ·other built-in temperat(.lj measurina device. Use a pyrometer periodically to verify tit su.rface temperature of the tool. Select multiple checkpo~ to assure uniform surface temperature. In the field," temperature-indicating crayon can be used on the side of : heating toof as a check on temperature conditions. Do lld place cl'f:lyons in direct contact with fusion surfaces beca . the crayon itself will contaminate the fusion interface. · 8, Technique (: Socket Fusion 8. l Apparatus: . 8.1.1 Heating Tool-In order to obtai.n a proper melt,_i/~ necessary for a uniform temperature to be maintained acrtl the heating surfs.ce, Therefore, gas-fired tools are gene~ restricted to use with pipe sizes of 2 in. (S0.8 mm) or I~ 8.1,2 Heating Tool Faces-The tool faces consist. oft91t parts, a male end ror the interior socket surface and a fetnl end for the exterior pipe surface. Both p!lrts must be ma<k.~ suoh tolerances as to cause an interference fit, In ord~-~ Fu&lor, Tool Fitting FIG, 1 SQQket Fuelon 236 ; fl 3 a, RCV BY:XERDX TELECOPIER 7010; 5-21-92 11:17AM --9 818 364 1259""? ; ** 4 MAY21 '92 11:19 POLY-FLOW COMPANIES P.4 4mlt D 2857 )ols may be rn iper, or .copper 1re not suitable · er suitable tt1 1per, Plastic rn , This ~tickins aces with ab surfaces, coa .. ,r contaminan 1P, which can :tory joints. ~ from the hQt oth, Burlap is 1 cloth mate : 'Se synthetic/,. inay stain ll h : such stains · iutt t'wslan MtltJn; Zon• ! tools sh · u~It-ir1 tempe JicaUy to ve · FIG, 2 Typical Butt Fusion Operation . ulti.Ple chec 1• In the fi ion the side· onditions. · PIP! FUSION TOOL FITTING n surfaces )n interface ... 1propermeJ naintained ,ols are gen .8 mm) or l :s consist o ':tee and a ti ·. must be m fit. In o ' ,. SADDLE FUSJON FIG, 3 Saddlt F1111lon . produce continuous fusion in the mating surfaces, the length .... of the male end should be equal to or lonser than the female end, 8, 1.3 Alighment Jig-The alignment jig should consist of · one fixed and one movable clamping block to hold ihe two Pllrts in a,cia1 alignment while permitting longitudinal move- ment for making the joint, 237 8, l .4 Miscellaneous Tools-To assist in various opera- tions of socket fusion, the following tools are recommended: 8, l .4.1 Rounding Clamps, to maintain roundness of the pipe and to control .the depth of pipe insenion into the socket during the joining operation. 8.1.4,2 Depth Gage, for proper positioning of the roundin& clamp, -11 •,, RCV BY:XEROX TELECOPIER 7010; 5-21-92 11:18AM MAY 21 '92 11: 20 POLY-FLOl-4 COMPANIES g 818 364 1259'7 ; :j:I 5 P.5 ~filt, D 2657 8.1.4.3 Chan'!{ering Toot, to bevel the end of the pipe. 8.1.4.4 Tubing Cutter, to obtain square end c1,1ts, 8.1.4.S Filling Puller, to assist in the removal of the fitting from the heating toot and to hold the fitting during assembly. 8.2 Procedure: 8,2, 1 Attach the proper size heater fa~s and heat the tool to the fusion temperature for the material. 8.•2.2 Cut the pipe end Square: clean the pipe end and fittin~. both inside and outside, by wiping with a clean, lintMfree cloth, 8.2.3 Slightly chamfer the outside edge of the pipe end and set the rounding clamp about the pipe as determined from the depth gage. NOTE 2-Chamfcrin11 may not be required by rome procedures usina specified rusion tools. Pipe sizes I in. (2S.4 mm) and smaller arc not usually chamrered, i'Ciardless or toolini design, Nor£ 3-Some recommend using a SO to 60•grit emel'}' or garnet cloth to rouahen the outside of the pipe and inside of the titting IL!) a means or minimizing any s.,ossible skin interface when makin1 the fusion. Sanclpapcr is not recommended for this purpose as it mial,t disintegrate and contaminate the joint interl'ace, 8.2.4 Bring the preheated tool faces into contact with the outside surface of the end of the pipe and the inside $urface of the socket. 8.2.S Allow the tool pieces and plastic surfaces to remain in contact with one another until a proper melt is obtained. Proper melt is a function of material, tirne, tool temperature, and the size of the parts. Pipe and fittings of larger diameters require more time to reach the proper melt consistency than those of smaller diameters. Underheated or overheated materials will not form a good bond. 8.2.6 Simultaneously remove the pipe and fitting from the tool using a snap action and immediately insert the pipe squarely and fully into the socket of the fitting, Hold or block the joint in place until the melts of the mating surfaces have solidified. The exact time depends on the size of the pipe and the material being fused, 8.2.7 Clean the tool of any residual material, being careful not to damage the heating surfaces, because plastic left on the tool tends to carbonize on repeated reheating. This residue causes a loss of heater efficiency and can cause joint contamination. 8.2.8 Allowances for extremes in weather should be con- sidered when making field joints, Heating times. operation of alignment jig, dimensional changes, and the like, can be affected by extreme conditions. 8.3 Testing-Evaluate sample joints. in order to verify the · skill and knowledge of the fusion operator. Socket joints can be examined ultrasonically to detect voids or other discontinuities; see Practice F 600. Cut joints into sections, visually examine, and test for bond continuity and strength. Bending, peeling and elongation tests are useful for this purpose. 9. Technique II: Butt Fusion 9, 1 Apparaws: 9.1. l Heating Tool-The heating tool shall have sufficient area to adequately cover the ends of the size of pipe to be joined. 9.1,2 Alignment Jig-The alignment jig should consist of ( / ) one fixed and one movable damping block for holding 238 the two parts to be fused in movable axial alignment, (2) a facer for simultaneously preparing the ends to be joined (Note 4)1 and (3) appropriate adapters for different pipe sizes, Non 4~A facer is a rotating cuttin& device u~ to square•otf tile pipe or fitting ends to ~ure properly mat!na fusion surfaces. 9.2 Procedure: 9.2.1 Bring the heater plate surfaces to proper tempera. ture. 9 .2.2 Clean the inside and outside of the components (pipe or pipe and fitting) to be joined. Remove all foreign matter, 9,2,3 Clamp the components in the alignment jigs. Check alignment of the ends. adjust as needed, and face off the ends. 9.2.4 Brina the piping components together and check for alignment, gap, and out-of-roundness. Adjust as required. The ends of the piping components should meet squarely around their full circumference. txamined discontinui visually exi Tests that ; (I) insidt 1 (4) torque. obtained bj with data fr· 10. Techni, I0.1 Ap/ . 10.1.1 h by pipe siz clamp onto .i. 10.l.2 A, are availabl · or hydrauH, . to(J)mou· ·,... .. , · and ( 9.2.5 Push the ends to be joined against the heater plate , ...• ment 1 with sufficient force to provide complete circumferential . :.. . mum r• contact. The components may be held against the heater. i:::~~nsult.the plate using limited fol'ce for a brief period of time to ensure ·_.;Jt?00,22 Pro, that proper contact with the plate has been made. Rele11$1 ::,;f~;/1 • , l B, the force and hold in place without additional movement ··: :.':".'r~Ol2 R1 until a bead ohnolten plastic develops circumferentially ercor. around the component$ as a result of the thermal expansion o 50 · of the material. Do not continue to push the componenis into heater plate as the melting progresses (Note 5). NOTi S-The technique for h.eating thl!! cOml)Onent ends and thia bringing them toa;ethcr by force may vary considerably depending OIi materfal, pipe .size, equipment, and manufacturer's recommendations. 9,2,6 Move the melted piping end away from the heatfl' plate, remove the heater plate, and bring the melted endJ together immediately with sufficient force to form a unifo!'III upset flash (bead) around the entire circumference of tile joint. This step is the most critical part of the whole joinilll procedure. If the components are brought together with too much force, all molten material may be pushed out of tht joint and cold material brought into contact formi!li a "cold11 joint. If too little force is used, only the melt in t~ beads may be fused together and, as the molten material 10 the joint cools and contracts, voids or nonfused areas mar bl formed, If the softenl:d material sticks to the heater plate. discontinue the joining procedure. Clean the heater plate. resquare the component ends, and repeat the process frotll the beginning (9.2.2). UJ1i ., 9.2,7 Allow the assembly to stand at least until cool bef~ :::. ¼;·1•• removing the clamps or other aligning device (Note 6) •. 0 /1)1,,: not ditch or subject the joint to high bending stress unt\ ~ ,. . . has cooled to ambient air temperature (from 5 to 15 m1~ t)t, Do not apply internal pressure until the joint and s t · rounding material have reached ambient air temperatu~·.. t?:;i NOTE 6-One technique used to determine whether or not the J0!.J f: ... can be removed from the alignment jig is to see whl!!ther or not the Pl""' l.lan be indented by the operator's finacmail. lf it cannot be indented~~ ?<. joint has sufficiently cooled to be carefully removed from the Jig. fllfll,.. t· : cooling is recommended prior to ditching the pipe. :i ,; 9.3 Testing-Evaluate sample joints to verify the skill 8pd t ., knowledge of the fusion operator. Butt-fusion joints can ~ RCV BY:XEROX TELECOPIER 7010; 5-21-92 11:19AM ; ** 6 :~ ;gnment, (21 , to be jo' · different ie heater p ireumfere ost the h ' time to en made. Rel ial move ·cumfercn •· nalexpa e comPOn 1te 5). 'f the skill joints can , 92 11: 21 POL Y-FLOv~ COMPANIES mined ultrasonically to detect voids or other j~~ontinuities; see Practice F 600. Cut joints into sections, ! uallY examine, and test for bond continuity and strength. . vis ts that have been found useful-for this purpose include ~C: inside face bend, (2) outside face bend, (3) elongation, 11 wrciue, and (5) impact. Quantifiable data can be ~~jned by the use of laboratory procedures and compared 9'ith data from control samples. JO. Technique Ill: Sftddle Fu$Jon IO,l Appara!US: 10.1.1 Heating Toal Faces-The faces are matched sets, ~v pipe size, of concave and convex blocks which bolt or dal11P onto a flat or round core heater. . ,0.1.2 Alignment Jigs-Various types of alignment jigs ,ie available, They may be either manually, pneumatically, . or hydraulically operated. Alignment units consist of means io(/) mount alignment units on the pipe, (2) hold fitting in 1111it and (3) move fitting to and from heater and r,ipe. Alia~ment units are recommended for all saddle fusions for o,,timum results and are required for certain materials. Consult the piping manufacturer. · J0.2 Procedure: J0.2, 1 Bring heater plate and faces to proper temperature. J0.2,2 Roughen and cloan the matins surfact of the pipe and the concave surface' of the fitting base. Emery or garnet etoth of 50 to 60 grit is recommertded to remove the tough P.6 outer surface skin. lt is essential to remove the pipe surface skin completely without altering the contours of the mating surfaces and to keep the surface. clean. The procedure that follows can either utilize the alignment unit or a hand-stab method for placement of the fittlng on the pipe. 10.2.3 Place the heater on the pipe and the fitting on the heater. Exert force 011 fitting and heater towards the center line of the pipe to obtain a melt on both the pipe and the fittina (Note 7). NOTE 7-Wbc:n saddle fittings are f\111ed to plpes that arc under pressure, it is important that the surface mc:lt be obtained quickly without too much heat penetration. Otherwise, the pipe may rupture from internal pressure. Consult manufacturers for their specific require- ments for fusins saddle flttln&s to their pipe when it is under pressure. I 0.2.4 When a proper melt is achieved, remove the heater, examine the pipe and fitting to assure proper melt patterns, and quickly p1ace the fitting on the pipe (Note 8) . Hold in place while exerting suitable force for the recom- mended cooling time. Th, Amerlcsn S®/lty tot T~tlng and Mater/Ii/Iii t1k11 no PQ11/t/on r th, v1/Jt11ty ()I any ,,.,,nt tiiJl'IU1 r1111Jerttd In C(Jt)necitlon with any llem m1nt10M!d In th/1 1t11nrJatd. I.Jatr1 of t/1/f.1 $/and1.l'd 1.re 11xpre11/y 1r1111a(JIJ that dotttml~tlon of th1 validity of IUIY such patent rlghtr, and tho risk of infrin9em1nt ol 11u"11 rlghtr, ara Ml/rely thtlr own re1Jpoflitibl/1ty. Tl!lt 11tanderd /1 rubjMlt to 11Jvls/on at eny time by the r1111ponslbla t9ahn/c11/ oommllt$EI and must be revlewltd avary five years and if fltJI rev/sld, al/Mr rnpprovtKJ t'Jr withdrawn. YOl.lr comment.$ a/'11 lnvlttr:J fllll'ltlr ffJf revltlon ot th/1 5tand1rt1 or fo; add/tlonttl star1dard1 1nr1 sMuld bi 1ddt!$t;/XJ to ASTM Headqullrttrs. Y()IJr oommentt; will r,01/ve car&ful consideration ~I a mnt/ng Of the rHPQnflible rechnloi/ commlltn, which you m1y attend. If you fut/ thfll your oommenlll h1Jv1 not recf;liYea o f1/r hearing yOIJ 1/lou/d mak~ y01Jr Vlflwt; knowMo tllfl ASTM Comm/rt&$ on Standard$, 11118 Rar;(;I /St,, Ph//1d1Jphifl, PA 19103, 239 RCV EY:XEROX TELECOPIER 7010; 5-21-92 11:20AM MAY 21 '92 11: 22 POLY-FLOW COMPAt'iIES PVDF Aettatd,hydt thru Aquil FllfGl• F CONC. TEMP, c SUBSTANCE: • FORMUL.A T1 12i 1&7 21:l u, I!~ !O 75 ""' 125 Anlald•h'fd• QH,OHO 40% -100% -ltlOMCH'O-ayn, ~hlci~I CCl,CHO 100% 0 0 i.1:eth:11Ctll • CHiCOOH 100% + 0 -• !0% + + -mo111x:hlarr, -• Ct0H1000H 100% + + 0 -7!% + + + liO'lli + + + + (ltQhtoro -01.!CHCOOH 50% + .. 0 trlchtor,:i • Cl1CCOOH 100% + .. 0 !0% + + 0 1rllluo111 -~,CCOOH 100% + 0 0 51)% + + + + l!Yd"1XY ~, a~n. ;lycollc Jq. HOOH~COOH aat. + + + + mtro1Pto ~ '111'1, lhloglyi:ollc ac. HSCHaCOOH 100'111 + + + methylohlorophenci~~ -Ol(OH,)C,HiOOHiCOOH 100% + + + + -,amy1111t•r • OHaCOl(CHw•CH1 100% - -.anh~rli:t• (OHa00)kO 100% --, chlorldt OH1COOI 100% ~ -, butyl ollttr OH1¢00C•Ht 100% + 0 --, ")'l:lahexyt Qltr 100% 11yn, ttx1ate CHaCOOC:,Hi, + + + + • , tll'ltnyl a11t11r OHtCOQCH•OHa l)ln, vlnyl1io11ta111 • 100% + --,att,yt,ittt I Cl-liCOOCtH& 100% 0 ~ • , l! tihO)(ytlhyl t*lar 1yn. C11!1011QIVO aottl\t OH1COOCH1Cl-lt0011Ho 100% + .. + -1- -, 1-penl)II uttr OH.,OOCl-l,H11 100% + t 0 0 --, nitrite, avn. •ottonlirilt CH~N 100% + Aotton., ayn. 2-prcpanont • CH~H, 11)1)% -50% 0 -1~ + + + 5% + .. + + Ao1lah1nan1 C,H.COOH• 100% .. - AffltliO~ tY"· p,optnOIO told OHa•OHCOOH 100% ... + w tllhy!!llllllr. CH1•0HC0001_H1 100'!fj 0 -m11IIN11:11Mf Ck •• QK(l(IOOH, 1~ + \., .. ./ AorylOllrttlt. 11rn. ~-nole acid nltr111 OHa•CHCN 100% 0 AAimllllffll . IITlffll)IIIUl'II t\Jlfltt "'NHc!SO+)I • 12Ht0 Ml, + + "' • c;hlcrldl AIOl1•IH.C Ill. + + ... • ftuorl,;lo Alf:1 Mt, + + + 1' hydrmlda Al(OMl, ~-+ + + + nllnilw Al(NO,), • tH,O liM, + .. + + .w• .. 1um 1ulfala t.1J~m1 AlJSO~lt • K.,80, • 2,4H.0 till, + • + ... All~I c:hlc111.c11 111n, khlol'tl~"""'n• CH,•OH¢H.CI 100% .. Anltlll l,li.tnyf -(OaH1)1NH 1~ -ClltthYl-2,21.dlh)'dfmy -I (HO¢HaCHl)aNH 100% - dlmtll!YI -(OrllliNH IOO<II.I 0 trflllh~ -(01H1JaN 100CK! + - 2,21,2~~~~hYI • .-m. trllllhan$mlnt • I (HOCH.CM.l.N 101m .. + - 1,mmont1 NH~Qti 100% + + 0 0 naul(I 100% - Ammanlum ilumlnum aullata AINH.(S0.)1 • 12Ha(l Ht, + • .. + b(Qfnf(jt • NH.l!lr 45111:i ... "' .. .. oan:ionatt (NH,4)00,1 • HaO fflb + + + • .. c:h~ NH4QI am. + + + ... fful!t'obo~lt NH.BF, ut. + + + hydroftl,IOl'ICI• NH.F•HF ~ .. hydroxldt • NH.OM llO% - nltrato. NH,NO, 50% + + • + 1:1r1ncphcaphal(I (NH,),PO. • :lH.0 HI, + + + • aults111 (NHolJSQ, !lat, + + .. + 1ulfld1 I INH•YI 20% + "' n.Amyl a11101101 ayn, 1-pentanol C1H110H 100% "' + + .. 0 n.Amr] ..O, IIOohol, '100% !Ml, a-1111ntanQI c.H,,OH + + .Anlllrwi • CtH1NH1 100% + + 0 w N ,N ,dlrn,lhVI • • C,H,N!()H.I• 100% + .. - Antlmcmv 1111) c:hlQfldt ' llbOli 80% + + ' Alfllill ..... ,. HNO.: ~ VO/, + HCI· 3 w!, 100% 0 -9 818 364 1259~ ; ** 7 POLYPRO AQ111tsl'1ehydil lhru Aspirin F TEMP. 0 :)02 BF' 151l SUBSTANCE CONC. ea 140 212 20 BO 10() .t.ottal~tl'!Ydt t,ghn, 9rade 0 Aci,tllldilltwdt, ai:iu•ou• anv .. + Ace~mlCI, .. + A.::allcaQti;I 100% + 0 , Acstk: 111:!cl, 11qult!l11a 711% + + + ActllO &nhydrld11 ta~hn. grad• + 0 ~ ~ t10hn.grede + t' MtloPhtnon• ttohn, grade + 0 kids, 411Qm,tlO + .. 111:iylanltrlle ttoM. ttadt + Adlpl~ 11111d, aqu11aua ll&tUI~ + + + Air t&ehrl.gra(lt + + + 0 All)'l a100f'IC1 (11-propenoM) 96% .. "' Aluminum chlorid,, aqueous 1ny .. • + Aluminum cihlorldt, S11lld .. .. Aluminum l'!y(il'OXldt + + Aluminum mi,tlll)h0t1Jhllt + + Aluminum a111p1111t,, aciuoou, eaturll~ + -t + Aluminum e1,1ph,te, tolld + + Alum, llqUIIOUB any + "' Amino 111:11111 + + -Wii\ltlO*lhinl)I (lilhsnol!IITllne) ttohn, grad• + Ammonia, aqutou• any -t • Ammonia,;~ + "' Ammonia, llqulc! .. Amllll)llil,ln, tOWl!t, M(jutoui any "' + + -Ammonium Cll/l:IQlltlt, illQUfOYt any + + ... Ammonium chlorl(lo. (l()UCIOY• 11ny + + + Ammanlum fluctlde1, f.CIUtou, ntur11tild + .. Ammonium h~rog$n wl'bOn«lt, ,c:u,ouii wlurated • + Ammellll11m hydmulphlda, 11queaua ;any + + 1,mm0nlum 1iil1aphoaph11t11 + + Amrnordum n~rilil, aquaous '"Y + "' + 0 Ammonium P11Cfl/lhe111, iquvcu, 41ny + + + + Ammonium IUIPhltt, IQUtol.lt eny .. + + Ammonium aulphkj11 IQUtoUt any ,j, .. .. Ammonium !hloey!lnate 0 - Amyl lll.'llllllll \tOhn, grad• 0 - Am)'! -'OOhOI (01 lfO(II\Olt) techn. gred11 .. + • Anmna IIIY .. .. Anlllna llyd~lo~d,. ~Ufl:IUI 1111y + • Anlmlll clla + 0 ArdHl!d 0 0 Amin (~ohllxanotlf) + 0 + .. Anlhraqul-IM.liphcnle acid, liq~ (IWP,) + Andlmum (automativci) oomme,0111 + + + + Antimony oh!orn:1•, •nhi'(ln:iui + + + Antlll!OI\Y Ptllt&ohll'ltidit + + • + MUmOIIY tl'iohtori\11 + .. AnY1•~m IKhn, 'ilfBde 0 ff + Aqua regla (HCI + HNO,) ~ ~ Arclmllll~ cilia 0 ~ Al'Mf!k: ll~ld, 1qUIKIUi ,nv + "' Arttnl¢ told llnhydrld11 .. • AscQl'bl(: aQl(i + + Aapl,1111 + 0 Al!mnn + + + + + + + 0 \_,,· RCV BY:XEROX TELECOPIER 7010; 5-21-92 11:21AM; , MAY 21 , 92 11: 24 POL Y-FL0!--1 COMPANIES PVDP B1rh,1m ihru Bu1yr1c Aeld ~ SUBSTANCE FO~MUL.A CONO. TEMP.0 • 17 1$!12 167 21a U7 26 ,o 7S 100 \~! hri\1111 ;hlOrldll B&Ol1•aH.O 11411, + + ... + h""rllXldt !IAIOMI, • 8H.0 '81. - Benzi! ohlarld,, eyn, c-tnhulnha'toluenadlcnlgro C,H,CHCI, ,00~ "' + . + 0 0 Btnuldt!Mla C.H1CHO 100% + 0 hftun• • C,H1 100<\'b ... 0 0 ch!oro -CaH10I 100% ... + 0 0 p-011:lrgn'IO ~ • C1H•Bra 100% ... ... + + 0 1,2-dlchlOl'O ~ C:a~CI~ 100¾ + + + 0 ethyl~ • OaH1CaH1 100% 0 0 0 1,2,4-lrl~hlOIO • 06H1Cli 1QO% ,t. + + • 1,2,3 lrfhydl'Ol(y • 1yn, pyrogsllol C1H,,(OH)1 IIO'lll + + nllro~ 01H1N01 100% + + ~ h111tn""HOnll: *MCI • C.H,e()jl &I\, + • + .. t.ch!Ora -OIC.H-~H 150(111 + "' + + Btmalotc:111 C1H,000!-1 sat. + + .. + 2-h~l'Qiy • syn. ~llt;')'llc aQ\d HOC1H,COOH $1\i, + ... + ... 3,4,& lrl hydl'Ql(y -, ·~II. ;all\Q DQld (HOJ,C,H1COOH !ab + -Chlcnldt 01H1COCI BBi, 0 Btnql •10011o1 1111n, alollll,huri"""""lLltllt C,H,CH.oM 100% ... + 0 Ben:yl Ohlllfklt avn. al11he.-Ohlorot11!uone • C,H.CH.CI 100% + 0 0 - ~ 10111, "'1l'lo, H.l:IO• Ml, "' ... + • tanm trlfluoriclt GF, o,a 100% + ltomlnt • llr1 llqu!O 100illi "' + + ,t + bromfn• Wllllr ffi ... + + + t.J Bullldl1n• hHIOhlCIIV Clac .. 001001 •COi, ~00~ • ... ll.ll#M.1.cfllol'o 0,1-1.0I 100Clb ... ... + 1u11Mt11oh: aolcl ; 2.Ulhl'(lmxy • avn, l«rlrl; &Old 1-100CCH10HlCH(0H!OOOH ,a1, + ... • + ~-. IIVf>,llutvffl-.:lci C,H.a:IOM 10!)qli 0 1-,u1ano1 0,H,Cl-ls0H 1~ + ... ,t. 0 2,l111t11ol CaH10H(0H)Olol, 10{)',lo + + + + t-lil11ttinol svn, 2-m•thvl-2•ctOMnol • lCH,l,,C0H 1\l04!i + ... t 2•9inmClllil, """· methvltlhwtk.«>M CH.COC•H• 100% - a,s11t11n1l tvn, Ot'¢tonaldthvd• C:H,CH.¢r!CH0 100% ,.. 0 C11-lilttM dlO~ Rid, IV"· malel= acid I-IOOOCH•OHOOCIH ~ + + + + + '\'rln1-l1-111nt dlolo ~. avn, !11mal'IO ackl HOOCCH•CHCO(IH Kt "' ... + . t.Butyllll'tllM, 1yn. 1•Am1nO-l!•mlil!lylpropane OH.CH(CH3)CH,NHa 100% 0 t,!Mrl•mtn., ftn. 2-limino-lii•rnc,thvlpro~an, !CH,l,CHN, 100% 0 t.lMylkt t~hol, ;,vn. 2'mt!twl•2-~""'linot IOtMaOOH 100% + + + lll.llyrlOKlcl, avn, b~te.noio a;ld C•H..C00!-1 ,co~Ai 0 -9 818 364 1259~ ; l=t 8 POLYPRO Barium Hydroitid1 \hru Bu\rll;l ~Id I' TEMP. c 302 BP \r,0 SUBSTANCE CONC . $S 1,4() 212 20 60 100 l!!ari11m hydl'OXld11, aquscut a11y + ·+ ... Barium 1111111, aquto~• any + + + lllliltty IIQIC! + -1' lhtw alut (11nlma1 ;fut) ats~pplltd + + BttftlllltWI + + !Hr + * 151)1!1 •uo~r ciOIQllni ccmmtrellll ... + 0 aavtf,'J): + - Senm!l11h)"CJ0, aqutciu• ,ny + lil1nztn11 ltGhn, grids 0 - B•ri2enoulphonlc iOld + • 11,ll!QIO IIClcl, ,QUIIQUJ any + + ... Btnioyl chl111'1d11 0 SOn:ryl olet:JhOI + ... etnzyl ohlortd, 0 . e1ckr0m~11 -oulph11rl~ act\'! QO\'IQ, - f1l11MU1h 11111 + lill1Ulphlt1 llqllllf + + Bll1111111n ... 0 Bln;hlnQ sclu\ion r:on~nlng 12.5% ai:1lvo oti1or1n11 0 0 -+ l!kffltOll ... + $era,; (IJOdlurn 1111~!;,crlllt), squ~u11 1.tura!j<j .. + + B!lrlc acid, ~ueou, any + + + irllk11 ~uld + ... li'*'ldY + + llromlcl1~1d Clffl~ - 1!1(1ffllnt, liquid 100% -l!r0mln1 Vllpl)rt -lliomlnt wmtr , ccld sat111a11d 0 ... 1.(1-1:tu!Mklllt, QBlll!IOUII tachn, ;rad/:! 0 -8Ul&ne(llgl, &qliliQU• llt'IV + + lullMJ!rlOI, llqUtoUll tny ,t, ... -I' But1n11, (jt.18CIII .. + + IIUtllnOI, ~Uto\le 11ny + l!UlllnOll• • 2•1iiuitnl!ld1Cil-U IIIOM. ;l'ffl + ... ... 2•Blll"yedlO\.U ltOM, ~111:111 + 'IMQXYI (llll!lhCi!Vtllll)'l•estilt} + B11!!41r + + + Butyieflt Qlyt:Ol ~hn,gr11d• + BIIIYlent (butwtlt), llqu111 lt!:hn, gradt 0 IIU\YI IICt!Jle 0 - 0 ... l!u!Yf aoemte ltchn.grllllt 0 - l!IUl'jl &er,,{lllt + !lu~ aiookol + + 5\11)'1 P~llnCI !Khn.grad, ... sulylpnanone tKhn,;r,oa -$ulyl phlhlll•t11 (C!lbutyl phthalat11) ttOhn. 11rado + 0 IM,rlo acid 111ueou• anv ... + '· • ""'~Q, nrftB&llf8 In \ne DECHl!MA Clll'iiQ\e, • POLY-FLOWLlNES'' COMf'/1,.NY ,,19e9 ...... RCV BY:xEROX TELECOPIER 7010; 5-21-92 11:22AM MAY 21 '92 11:24 POLY-FLOW COMPANIES PVDJ Oalc!um thru Cyolohexanon, ,. OONC, TEMP,0 suaSTANCE FORMULA • 77 122 197 212 m 2S 50 7ti 100 12ij C.IQ111111 c11rliilin1110 01001 Ill, + + + + chklrlclt! C•Cl1 sat. .,. + + + + hydl0Xld1 • CK(OM)1 tit. 0 0 0 0 l'tltl'ltt Cll(NO#I • 4H.0 ~ + 1' 1' .,. ~!lat, CIS0,•211.0 ut. ... • + + Cltlt!On dl~ldi 00,gaa 100% + + .. + + ,umdt, di• • CS1 100% • tttr&0nl0ridt • CCI, 100% • • + C.llollD!vt l\lmtt, IIY"· ~,io acid, 2 tlllf CH00¢00H~Hooc.H1 100% 1' ... + + ChlONI, ewn. t1l;hloroacetaldol'l11t1t CCl,CHO 100% 0 0 Ch!Oflnt Cladtygai 100% ... + + + wttgu 100% 0 0 0 0 l!GUll:1 100% + 1' Atomfo 11hlorfn1 Cl 0 0 0 0 ohlorlnt dlCixld1 010.ci .. 100% 0 0 0 0 0 Chfarf"' ~ti' H.O + OI• 1~ ... 1' CIIIOrlO IOfd J)tr,, H01O4 10% + + + + Ctlloliotom1t e,vn, t!'IQhlCt'OmtNM QHOI• 100% + ... Chloic1111lfon~ • HSOt)I 1!i'l\t • + + + 11.Cfd • a&% + + + + • !iOllt + + + + 100% 0 - Chn!m1um r.ixld1, tr!.. CrOa 30% + + + 0 0 40% + + + 0 0 • !0% + .. + + Cllrtc:ai:ild HOOIOH.COOHl.COOH 60% + + + + + Cappllf (II) Qhlarlda CuCIA•2MiP 50% + + + + (II) nltl'lllll Cll(NO*h • ~.0 ~ + + + + ClllllUl!alll CUSO,•IJH.0 HI. + ... + + O,OrtlOI, 111n, R•hl/dl'O;l;v!Oh111111 • HO¢aH,CH• 100% 0 0 ~clehrdt, """· 2-bultnal CH.CHaCHCMO 100% + 0 ew1i:,ht11•n• 0,H,. 100% + ... + Cv!:lcih11lQIIIOI CaHnOM 1004t, .. ... + + """IOJltunonit c.H .. o 100% .,. 0 - -9 818 364 1259~ ;~ 9 ~, P.9 POLYPRO Oalclum Carbide thru Cycloh&xanon& F Tl:MP. 0 302 BP 160 SUBSTANCE CONC. BB 140 212 20 eo 100 Calcll1m carbldO + + + + 0 + + Clllolum c11rb\'lna1e + + + C1lol11m chloro111, aqutiiw~ 111luratl!d + + 01foium OhlOlld•, 1qUIIOUB Hlijr11l11d ... ... ... OIIQIUm h~l'O)!ldt + + Calcium llyl)(H:hlorttt, iQUIOYt {1uapena111n) 41111' + + C11lclum nltrala, 11quM111a 50% + •,' C&lolum 11~lda (pciwdar) .. + Ctlolum l)hl)lphala ... ... + CIIQIUll'I tUlt)h&lill + + 1' 011111phi;,r + 01lfflPl10r Oil - Cane aug1r. 1qu•ou, any 'I-+ Carbl!lale + ... Carlxlll= acid (phenol) + + 0Bri:iglln11um Cllfflfflll'l)lll + Camllneum, aque1;1ua (for fruit trttt) .. 0 Clrtl/lr'llO 1cld1 aquai;ius lily + + Cart>onlo Mild, dry 100% + + C,M:)On CUClllidl 1QQ% ... + 0Brb(in dllUIPl'lldl 0 0 CBitorall + + C1ulllllc BQda solution tny + + + ... Cifyl 1lcohOI (h11~11decanol) + Onloral hydr&NI, &11utou1 MY C - Chloral (trioh!Oroao11lild•h~) ~l'ln.Ql'lld• + + + Ct!IOIM'!lnt, IQUtoul aaM$d + ()h1ono told, &Qutout 1% + 0 - OhlCIII~ llOld, JQUIOUI 11)% + 0 - Chier!~ IIQld, 11(1\IIIOU• ~% + -Chl11rlnal8d limo • .. Ch~rln11, aqul!IIII! aclutlon (chlr;irlnt wlltr) uturatld 0 p ChlOrln~, QIAOUB, dry - Chlorlnt, Q&HOUE, moll! -Ch!Orlnt, ll(JUld - ¢h1or1no llll•ohlng 10lutlon with 12.5% aetlve chlorine -~. ~ Ch!1m1acet!c acid, 11quea11a -,;9!% + + + Chlgrac:stlc acid (mono), aqui!CU& any + + Chlombenrantt 0 -+ + Chlor~cirm ltOhn, gl'tdt 0 ~ Chlonim1111hyt bmmfda -Chlill'Ollulphcinle acid (toM,gradt -Chroll'li alum (potlftlum etui;imle vulphata), IIIIIUl'l!\od + + &QlltOUI OJiromt 1n0<1t tlimt + + Chrt!IM !ll!l1', aqutoUI IOY + + Chrcmle acid, aqu1111u& 80% -. Chromium tnaxld&, aqu~u, eo~ ~ ~ Chromoaulphur1c acid -Cld11r • • Cflrlc 1cfd, llc:JUIOUI il!IIU~ + + + ctt,ua lrutt juli:e, .. ... Cltl\ltJulOH + + •o!OPhtn NW and MO + 0 ~ Oolt taroll + ()(loon11ton + OQlir:invl QII ,1~11hl)I lfilhn,grld1 + 0 CQC:lllve111U + Coff11t tXlrill:t + + eognao ... .. Colt conctntiatu + + comm.on MIi, ti:iutou1 a11y .. + Ooo!anll and lubriO*l'lti for mtl&lworkln~ 0 0 Oopl)tl Chlortct, IQll$0US H\IJrltWd + Copper eyanldl!r, aqul!Qu& Hh1r.t.ltcl + + Copper 1Jucrtd&, 11q~!l(I\J• "turalsd + Cllppsr nllrate, aqueous 301¾, ... + Capper &alte, 11qu11oua cotc;t t~Mf.i.<I + + Copper s11lphata, aqueous any + + Corn oil .. 0 COllOJ\Sffll Oil 11!1:hn, 11rade t + coumaront rttint + Creosote + + C11111C1l 100% + 0 cr.•ol, it;lUtoUI dilute + .. (lrotQnald&hyi:til IKhn, 111ade + Crudeoll 0 Cyclanana (fatty alcohol aupnonate) Q(lfl'll'flt/Qill .,. + Cy;li;ihlll(!IOD ... Cyolorntx1nol ... "' Cv<!IOhtxinont IAngnl + 0 •T\lb$0 tt1llid under prttO\Ht In the OECHEMA OOrHOlt, • POLY-FLOWLINES' COMi>ANV · 1989 3 ' \, RCV BY:xEROX TELECOPIER 7010; 5-21-92 11:23AM MAY 21 '92 11:25 POLY-FLOW COMPANIES PVDF 01~01tone Alcohol thru Elhylm1reapten F COMC, 'l'EMP. c SUBSTANCE • FORMULA ~ 122 1&7 1!11! 257 25 eo 75 100 11!& Cll1111tont akHIIIOI, iyn. <!-lw(O)(v+fflt\hll!,l!..,.,nlll!QMI !C)H,1.r.10M~H.t'lOOM• 1cmlt 0 Dloth1nol~mln1, 1yn. amln, dilllhYl•2 2'<11111/dro~v-• IHOrlC1Crl•'·NH 100% ~ Dl•ltiyl1n1 dl11mln1, NHCN.0H1NHC1'110H1 SO'lli 0 0 0 0 0 svn. lll11t1tiJlnB Ollll0buty'lan1, *Yn. 1!,li-dlmttnv~1,!•~exadl1nt 01'1,:aotCH•ICH&H.CICHt)•OM, ,oc~ + ... • ... + DllltOl)11¥11Jil011t, syn, 2.Mlmathvl-4,halJlanono IICH·\.l'lHCH·'..l'l0 100% ... + 0 0 0 Dlmothylaotlllm1d• CH.CON/CH·'· 1001111 - OIIIIQtlllllfClrm•Mldlll l'ICONICl'f•I• 1~ ~ D1mttl1Y1111lrat111 • ICH.1,S(), 100% - l)im,alffllljo11lfflmllri • ICH-'-Dt"I 100% - 1,4,0louni CHitCH.OCHQCl-!10 100% 0 - D~fflnl111lal, IIVn, IIWrYI m11UDtan C,,H:,Sl'I 1~ + + + + Dod*4:1Bnalu aou! chlorltte, BVl'I, IOUIYI Ol\lQ11ci11 CnHuOOCI 1~ + "' + + + l!p!Ohlarol'lyclrln, 'Y~-~HCHaOf 100% 0 -1,cllklRl-2 ~"""""10'''"'1 lthallt 1,li.-dl&mlno • l-laNCHa0H;NHa 1(101+ti 0 0 -1,2-dlbromc • BrCH1CM,Bi 100% ,I, ... + ... ,+ 1,2-<!lchloro -• CICH,CH.CI 100% + + + '111,:i,2-ttlr11chloro D • ClaOHCHCla 100% 0 0 0 1,1, t-trfcnlorc -01,CCHa 100% + + 0 1,1,fl•liltlvcro-1,2,IMrlchloro • syn, Freon 113 • FCl:aCCF,CI 100% .,. + 0 0 1,li.•l!ll'l•nedlgl wyl't. ethyl1r\t glywl I HOCH10H10l'f 100% + + + + + Ethv,nelhlel C1H•SH 100% + l!t11atull • 011'1.0H 100'KI ... 0 0 0 • C.M~OH + H~ 81)% 0 0 0 z.i.im1no -H1NCatl40!-I 10C* + "' IX/l!Ofo., ayn. l!hykil'tt Qlllon:lhYl'!rln • CICaH.l(lM ,00% + + a.mtf1:!l!/l!O -, 1'18C.l'f.OH !Ml, 1111on1v=t 100IIII + lllMt mamyt, chlorometl!yl -CICH,OCHa 100~ -dlbulYl,3.~lrnetnyl 111ti, l~Dlln\YI • (CH1)10,H100,Ho(CH1la ,~ ,+ + .. Ult!"' -~ .,t.., dlb\llyl -C4i'l;OC,H1 100% "' + + .. "' diethyl -CtH10C1H1 100% , dliJapropyl. • (CMQ),CHOOH(CHs)a 100% ... +- dlohenYI -CaH,OC:11-1• 100% + + + + + l!lhyhtnt, $YI\, 1th,ne -ahloroll)'drln, 11yn, i!,ehloto.tllanol Cl0H~H!OH 1t0!!> , + -C!IJmln•, ')In, 1,~-<Siamlno-.t11a111 W.NCK.OM,NHa U)O% 0 0 -m9lyoQI, 11)11i, 1.2-mhtnoa1ot HOOi-i.CH.OH 100'!ti + +' + + + tu1ra¢h1Crll w, *)'n. perilhlo~ -• CI.C•CCla 100% + + + 0 trlonlorc ~ I c,;;c.cHCI 1~ + • "' !\nvimaroaptan, t n. etha~othlol (l,H,&H 100% • -9 818 364 1259~ ;i:i10 P.10 POLYPRO oe0ahy(lronaphtal1ne thru Ethyl EtMr I' TEMP. c SUBSTANC~ CONC. ee 140 21~ 30a !fl 111) 20 ~ ,oo C>ocahydron1ph~on11 ('DIIIWlll'I) le<:hn, QrtQB 0 0 tlnlo&i'Ml'II + Pet11gtn1t1 ... .. 0ttfr;enll, Jynlhllle •no ua11 oonc. + + tltWfolltr 1alut1on~ (ph(l!QQ1aphio) .,. + Peitrl/1 (IIUll'Qh g~m), &QUIKlUi 18% + + Om/Off + .. C~xtrO!l(I, l'IQUBCM &JIY , + + 1,2-Dlamlnotl!len• (~yi•Mdlemlrtt) aohn.gridll! + + 1,Z.PlilrQl!l°"1hant 0 - 0 01blllyltl/lfr 0 -l'lbi.'lyl pnthel•tt (butyl pr,thalltt) tochn,gra~ + 0 tllbuly! Hllllllilt + (llehflit'OJ~Bllt told t11Ql\n, grad• + CIQhlQrQ&,IIIIO ~Id &0% ... ClohlOlllllClliO IIQld mtlhyl tll~r + + OlQhlOttllllll:tno 0 Ol~hlorcdiph!,nyltrlchlgr/ltlhw (DPT, pcvl,(!er) + "' ' 011:hkllotlllaM + OieM!lual + 0 01,1nJnOJamfr,e 1110hn, llfldf "' 0 Dltll!yleni Ql)'CQI + + 01ttl'lyl.in1r 0 '01giyeolfo ICld, &QUllOII* 311% + ... 01~ l)nthal1U1 !tchn, grfrda .,. 0 Clll,oblllYIMtant 19Chn. grtdi + - Olll!lO!)'lphlhalll\! 1111:hn. ore.cit + 0 -Plm1\tiyj~lr1t + + + 0 Olm,tt,yl f~nwn1clt IIKlh!'l, lll•dt "' + Clrlony\ phl!llft!ll! (DNP) 1.0hn, gr&dt + 0 D~phlhllfm + 0 Clk)Y.ant 0 0 - Oleadlum ph°*l)l11!111 + + + Dlaodiurn aulphJle + + ~~ulPtionlc Mid + Drlnldnv mr, 1111111 Ql\lorli'lt~ + + + + 0 E.lu di!! Javtlle (pl)laealum hYPol:hiOl!fa bleac:hll'III !llllullon) 0 0 !IV dt LlbtniQIJt (IIQCll1.1m hypoclllorllt b!Nch!n; SOiution} 0 0 £mlltil!lfll + + limull!Ona tpllOtll;rRfltlk:) + + •Epnttln, l!Qutell* 10% + + + li!IIOl'll(llllhyUrin + Emwilllllr,e (2•1111lnolltl!Jnal) *lln, gflot + !lt,onol 98(\t, + + + !ll'lel'l&l(llb 0 - l!lher 0 ll\U,'I A"•i'I'\ + + .,. -.~ntdlwnlJII lll!rUO!til~ IOld , + ilhyit~.).'dtln ttolln, r;irao, + + i1hy1tna llnJQrchydlffl.(9hlol'(lllthano~ \tQlln, QlldB .. + ilhyltna dllmlna (1.l!odl~lllilhln!I) lt(lhn, Oltd!I + + Elhyfemi 1110nklrkft \dl;h!o t) 0 Ethyltnl• g!)l:111 ,+ + + Ett,yilrlll o'Y=UI monabuiy! 111htr wc:h, il~ds + !ll'lylitnt glyecl f!Xlnt.1b11M athtr (b tylglyc:Q1) 1!1Clhn. gradt + 0 0 e1n~n, l)Xkf•, aaao~• 'I' Ethyl aellltlf + 0 ~-;7 911% + • + !l~yt iiJ(!OIIC!I + ,cetlg IQid (f•rm nlliion aeuffdlr. + + mbrt!.11*) prod~ctlon Et~I btnlint 1101'1n, grilldt 0 ~ S\hyl Ohl~rldt (GhklrOtlh ) 1,ot,n, urtdt -e11w1 ~~er ldit1>wt IJ!h 0 + / 1 T " r-,. • t ~ R I t d u n d e r p r a I s u r II I n i n 11 0 E C H E M A c g Ji & o I •• • r' 0 L V • F L O W I.. I N 1: s• C O M r' A N Y .;· 1 9 8 ~ r ' '') ':i_.., RCV BY:xEROX TELECOPIER 7010; 5-21-92 11:24AM MAY 21 '92 11:27 POLY-FLOW COMPANIES PVl>F · 1'luor1ne thru H~drogen Peroxide " CONO. reMP, C SUBSTANCE • FORMULA 11 12/l ,er 212 2!1 ia OD 75 100 125 l'IIIOflnt I'• lllli ct liOIJld 100% - PIIIDl'Gba!le aclcl H9F, 100% + + + + + l'IUONIIIIIO!O told H.SII'• ~ + + + .,. Ji1Qrntald11hw!e I HCHO a7% + ... + -l-,f, Fom'IIO tllld HCOOH 99% .,. + .,. + I 50% + ·+ + + -tltlyl ffltr I 1'!00001H1 100% + -m1111y11t11r HOOOOHa 10ffi 0 0 on10ro - -, p.t,bl.f\YI ~l~Yf tsltr 010000,~H,, 1(!0% • + -, tt~ylm.r CICOOCaH, 100% + • -, mutlwl 1111Wr CICOOCHa ;oo~ 0 0 l'rtont l't10n,12 • CCl11'a 100% 0 Flll0n•113 • COl1F -OCIF1 100% + • 0 0 FrtQn,ljQI! • CHC!Fv{Oc:m=a -CF$ 100% 0 /49.8-lll,2% Wllhll Fufflil'hi tcld, iyr'I, trans bUltnt d!Olc acid HOOOCH•CHOOOH Ill, + + + - 1'1111n (l4H40 100% .. llJ!f&hYdfO • 0.1-1.0 100% 0 0 Furlullll . OCH•CHCH .. CCHO 100% + 0 -L.111 -1 a.mo told, tYl'I, btl'ltOiO 10, . !!,U-trlhvdrol!V-IHOl•C H COOH till, + d,OIIRIM ljl(CHOH),9HcH~OM INII, 1' .,. 1' + + C.tllllaffll~ IIOU, HO(l(lQHJ'll;aCHrNH•lOQOH eat, ,j-+ + + QlyaalOI, ,yn, g~rln • (HOCHf)tCHCH 1004III + + + + • monoohklihvdrt~ 100% + + + + ... GIVO(IUII Mid ,vn. hVdtoxv•~atl~ Mid ·HOOM.OOOH sat, + + + + H.-... • Q,M,. 1~ + + ... + Htpllnol ll,e dll'nt!IWl-4PhtOtil101 IIC!of,1•¢HCH·'..,,H0f-f 1001111 + + + + . HtptM;nt a,hllmath~· ..... lnaYalnront1 "0H·'·'"HCtl·'·'"0 1DOIMI • + 0 0 0 HtMdltnt 2.11 ,:Jlml!UIVM,lj.Mxad!ene QH.•CICH,lCH,CH.CICHa),.QH 1~ + .,. .,. ... + 1,1,1,l,l,ll- ~ I IOJ-131.ll!INH&HCH•I. 1~ + 0 Hmmettiv10110,n!IO\fl1mldl'I 110H•l•Nl,P0 100% - HPllllf c.i,i,. 101M ... • 1•H1un11l-Whlor::i Cl(CH,l,OH 100% • .. + ---rai. N,H.-H.O ,~ 0 0 ~ HY(fl'Qfll!ft bl'Qllllc:lt rllilr 10% + 1' + + 25% + + + + SO% + + + ... 83%. Hlldl'D9•n c:hlllf'lda, syn. HCI !Ill> + + + + Hyc:trwhknkl 111:kl ~ + + • + " 36% .,. ... ,t + ~ • + + + HCI" .. 1()(.)% + + .,. + HYdroson nuorldt, syn. MF 8% + + "' + 1-lY#tQflUQl!C acid S!% 't 't + + 50% 't "' + + 70'\i + 1' Hv.r....,,n lodk:le HI 67'ltl • + + + + H""""'•n ntro•l(lt H,0, li0% + + 0 - -9 818 364 1259~ 140 P.11 POLYPRO F11tty Acids thru Hypouulphlle j: TEMP. c 302 i,p 160 SUBSTANCE CONC. 61:1 ,.o 212 20 .eo 100 Fany &Qlds (C,J + "' Fatly acid amides + Fatty 11k:ohiil1 + l"frrlo alum (fttrlo •l'l'lmonlum tul'1hltt, iq11.) .-Matto + ,t l'trM ammonium ,u1pnQti1, tqveou, i,1vratl!d + + + FtrrlQ QhlQrl~t. «C!Uffit an~ + + ~rrlc chlcrtde, aqueous saturated + "' + Ferric: nttrata, aquooua lli!Urlltd + + Fifrrlc aulph1111, 11qu•ilu1 saturt1t•d .. ... ~rrou• Chlorld1, aqul!Ou• s.i~rateo + + l"irro11• tuli:>h•t•, .,_11tout HMJltd + + l"tl'lillnr salts, aqutc,u, f.n)' + + l"l~lng ffQ, lQUIQUf Sl'l'f + + Fixing $JI!, ~ll(! + 'i' Fluorine, glllll!llua -FQrma1dahyda, aquacnia upto40% + + + Formamld11 + + Formic !Mild, .... u•Ollt 11)1\11 + + l'Ormio aoh:t, «Qutou• 85% + 0 "l'rigtn Ill ("'f'rton \l!) 100% 0 Fruoti»t (11'\JII au1111r), aquooua any 1' + + 0 0 Fruit Juleoa 1ny 'i' + + f:;rull Julen, ferm11nt11d + ... Fruit Jul~a, unlerm11ntlld any + + Frull putp + + Fu11loll + 0 F11mlnw 1ulphurl¢ ialo (H1$04 + $0~) any - Furfur')'l llOQl'lOI ~ 0 Gu, m11nufa0turii,:1 oomrn1ro1,1 + Gu,natur,1 tooM.gmt .. ~1111111n + + -»llanantln + + 1' Qin .,. Gla~li.l 1ill11tlc acid (100% acatlc a~ldj 11111:hn,Qrildl .. 0 - GliUbtr's nn, t.i:iutoua any + .. + Gluoott, &Qut0v, illy .. + + + Glut + GIY~trln, aqu~ua My + + + GIY(lOrln, chlcrohydrln + G11,Wrln (amlnoacatl~ 111~ld) + + 0 + GIV(IOIJC 11;11:i, aquB111111 up~711% + l)ly;OI, BqUIIQIIO cQfflmar~lal 1' t-+ itQlyiiamln .,. "' + ·Heptan• 0 0 l'f!igrlf • 0 HtMMtroll + + + HCntY + + + Hydrll!lne hydrate + H~rgbi.,mlo Gld, aQUOOUt 50% .,. + Hydroc:hloric acid, iC!Utous any 1' + 0 Hydrogysmk: liCild + .. Hydi.,llullriC ilild, IQUtou, "°'8!% + .. + + + t .,. + • Hydrog•n + + H)'drli;ln chlorh:lt ga., dry Jn,:J molal .. + H~rc,gO~ l)t!Qlill,!t, 11,flUl!CIUII 10% + + Hydl'llQt~ P41roxld,. 11quecua 30% + 0 M)'llroeen uu111hld1, aciutou• R&t11111'.ld 1' • Hydr~n ~ulphil'ft, l1Mf0~$ .. ,j- H)'dn)qulnon• + HydrOllylaml~• fillph~e. equeous 1~ + + Hyix,chlQl'Oilt acid 0 0 Hv..,.,.UIOhll,, 8trU80U! yQ{Q10% + + + + + • 'f' u be a I e e I a d u n d II r p r O $ 1 u r • I n th t t, f! C H Ii 1,1 A \l ,:, ~ ~ o I l!I, • P O L Y · F I. 0 W ~ I N E S • C O M P A N Y 1 i; 6 Ir 6 RCV BY:xEROX TELECOFIER 7010; 5-21-92 11:25AM MAY 21 '92 11=28 POLY-FLOW COMPANIES PVDF IOdlne thr11 Morpholln1 -9 818 364 1259~ '41 POLYPFIO Ink \hru Mumard SUBSTANCE • FOFIMUlA F TEMP. c CONC .. 1-...--_,._.;;..,._---1 SUBSTANCE CONC, Iron (II) c~liirldt, 111'110 (Ill) chlorldt, ftrrto (ltj) nl1ra11, 111'110 (Ill) llulfA!t, i.rric ltov111•ran1, ayn, 2 &-<1im1rth1 l-4•htolt none "-"11UOld1 . iyn, ~~l'QXWIQJIIIIIO!O IIOICI ~uryl ohlorldt, eyn. dod!H:1nol0 f.Old, ehlorld• Lttrel IOC!l!t& lluorohorata Ud,lum brOmlN MiiOttHlllm ·01J'l)Qn11m, 1:111110 ChlQrlde hydraxldt nltr&tt llulfAtt M111l1,1ry 1ll)ohl11~ (ll)nhffllt IQdlum llnlal!!lffl Mwthtnt brOlnOChlQ~ cllbrorno- 11y11, mt1nrten11 broll'llelt dlOhlOIQ- SVn, fflilhyltnt Ohicrld11 (llch!11r11fh.1ol'Q- •yl\, "l'mn 12" ""ro-itlrtOI\IDro- 1r1onlol'(l -, ay11, on101'1)fcnn trl iCXIQ ~ (al;ghel GOMlon) -sulltnlc a;lli, tliChlQ~ tvn. pnn:hl~ methyl m,rcMten M•thVI methacrylatt,,yn. 2,meth~I pr¢9tnQIC Mic! - methvltmr Hllthyltnt 11hlarlclt IIYfl, d]~hlcrcmllhlM JlletliryltlhylkllQIIII Jvn, 2•b11tJn(lne "OfllhOlblt FfOl1 • 4H10 Fl¢1,• 8H.0 AJ(NO,)a • 9HaH Fil.1110~11 • I C.H,.Q i llOH,l.OHCH,l,CO CHaOH(Orl)COCH CnHnCOCI (0HrJ00)tl"b • 3Ha0 Pb/BF,1, Ulr Maco, • M11(0H)1 • 3Ha0 M!l¢l~·8H10 MG{OH)t Mg(N01la • llH.0 M~SO. •71-1.0 • H; H;011 Mg(NO.,, • 1-1.0 HaN1 • CH18rOI • CH~l1 • 0011F1 OH,NOQ • CCI, CHOla CHla 001.so, • 0H~H t OH.t'.ll.l + H.O OH, ., CIOH,ICOOCM, • ()1,1,.0j, CH,COC,Ha TT 12il 1e7 1!12 2$7 302 BP l!li I Sil 75 100 121 1!0 + + + + HI, • + + + !O'!li+t+• IJl,+-t++ !Bl, 'I' + + + 1004la + 0 0 100% • + 0 0 0 61)q41+ 75~++++ 1~++++ 100% + + ... + 11&1,++++ fft,++++ ~%+ + + + 11111, + + + + HI,++++ NI, + + + .; 100%+ +·• + 0 !!IL++++ 1111,++•+ 100% - 100% 100% + 100'l\r 0 100l!'o ,; 0 100% .... + 100% + + !1()%,i,++ 10011o + +- 1~ • 0 ~ 0 0 0 11)0% + 10CM + 100¾ - 100ill.l + 100lio + + + + + + .0 0 + + • + + + + + + 0 In~ IQdlne In l)Ota11111um lodh1t 11t1lull1m 3% IQ<!ine loclln• UI\Olum, rJA1, g oommer~i•I l10!.IUM 11li:ahol (liOb!llanol) lto0Ctan11 lt01m1p11n=l ll!~hn,Q~~II lsopropyl t\l'ltr 1t0hn. ama ~Pl(lpBnCII (l,propyl alCOl'IOI) Jllffl ~l'Ol!lnt l<srlllllnt Kalontt I.GllO aril~. 11q11t0111 eny WIOtt (milk illQAI') i..nonn (wool lat) t,all)ll lead~, llqUllll!JI MY Lead tttrU!hyt Lln'tt um,w(ller Lln~i;ill !Bllhn, grade LICj11or LIQUlr:I m1111ut'I I.IQUld scapi l.llhlum brom!dt l.ubrk:ll!h'!Q ollt ttolln, gralit 1L~I Mallhll'ltoli Ma11nt,Ium oM\On,te Magnaalum ohtorldl!I, aqiit0u• 1ny M11gn11tlum IIY(fl'ffl(k:I• Ma11n .. lum Iodlcla •ny Msgnt1Ium ael111, iQlltoua any M11gnn11,1m aulphilt, 11quaous any M&9n1tI~m vulpnaio (Ep.om 0111t,), aqueov, uplo 100% M<lo ~Id, at;\utoUa Mallo ocld. &QIIIJCIIIII 50~ Mana11n11N IUIPll~i Mllr;arlllll Mi:ish 111aupplltd Mayonnl!ff Muntl'!OI M1roury MtroUryd Mttalooapt Mll!lh110iyltciMld Meth&nO! techn, Ql'*de Mlllmyb\llllnCII M11thQi!Yl)Utyl Ri~ (tBulQi!y!) Mrtlhylll!llne, aqueou• 32% Mltll)'lt~ =hltlr!dt (dlchlol'Omtthanu) Mvtnvll~utyl l<t\One Mt\llY1 IIClllll!t ttt0hn. gra.d11 Mtlllyl 111:11111!1 (Gelle acid mtlllyl e11i.l') lli(lnn.;rau, Mttt,yllilaohol M8lhyf titnune Mathvt bromld11, 11U90ua tachn,CI~ Methyl bromldol (bri)l\'\()l!lelh1nt), gDllllUil 1111:hn. gr.de Mtlhy! chlot1d•. g1111ao11t tfQhn.11111di Mtlhy1 Qhloridt (chlon;mttllnne), g~u~ ltQhn, ;rlC!t Mtthrf i:yi:IOh11<11na Mtlh)'t 11!hyl Jcl!QM ttohn, ;rad, Mtlhyl glyOOI 4-Mathyl Pt!l'-llai•2 Mathyl prq:,yt klllllnt Methyl MUQYlalfl (dHoYIIQ 8Qld mttnyl llltl~ Methyl 11,1lphurlo &Cid &0% Milk Mlntra!oll W"houl MOllllllllll MO!IIBBi. wort MonDl)hlOl'Qlle&IIQ .Old Monochloroacatlo .old otnyl Hitt MonooNolQ!lcetiO told m111hyl ~$!er Mg1100hlQl'Qb1m:itno Murphollne MQ!or 1111 (htftw')' 1My OIi) 41Mowll"h tmulelgnf Mumro P.12 I" TEMP.0 II! 140 212 20 {jl) 10l + + • + + + + 0 + + .. 0 ~ + + + + + .. 0 0 0 -0 + + + + + + 0 + + + • + .. + + 1' • + + + + + + • + ... + + + 0 .. 0 -+ + + + + ... + + • + + + • + + + + • + + + + + + .. + + • + + • + + • + + + + + + + w -• .. 0 • + + + 0 ----- 0 + 0 + • ... .. • + + + • + + 0 ~ + • + + • + + + + "' + + 'I' 1' 0 + • •Tub&B 1,st&d u11d•1 pr,.aure In \ha 0!CMEMA con11-l)IO. • POLY·F~OWllNES· COMPANY 1 ii S 9 r RCV BY:XEROX TELECOPIER 7010; 5-21-92 11:26AM -9 818 364 1259~ ;j:113 MAY 21 '92 11:29 POLY-FLOW COMPANIES " PVDP Naphtal1ne thru Plv,!Qy! Chloride '-1.:l. P.13 POLYPRO ---Nall Poli$1'! Aamovt'lr thtu Polyg1yco111 F SUBSTANCS FORMULA CCNC. TEMP.0 • r, 1~'1 lll7 21:! 257 302 BP 25 60 '16 100 12& 1eo Nenlltal•nt I O··"'· 1DO'III 0 0 0 Nlc:1-Jil l.lhlerfde NICli•9H~O $JI. + + + + + nltr&l11 Nl(NO~)t + eH~ 60% + + ... + + F TEMP. 0 SUBSTANCE CONC • ee 140 212 20 1111 11111 N11II pgll11h 1em1M1r + 0 Nil)hlh•Jtnt + Naphtha + 0 Nnphtn• lt¢M-~r&dt 0 - N11phthaibllnzvna mlMturll IIQ/20 0 - 1ull11w NISO,•IIH•O Jill. + + + + + NiCktl ohl'1llilt .. .. Nlc:l,llfn~ ICllll1 syn, -$,11Yl'ldln0: 0a-.i1o 1010 -1-1 Ml, + + ... + Nftr!c:111:ld HN03 e% + + ... 1' 1' 1!0% • + ... + + • 30% + + ,j, + + • 40% + • • + + • !0% + + + + + Nlllktl nltrtlt + + NiCktl $t119, aQUIOUt any .. + Nlcktl tul!lhal9, tilutous + + Nloot1n10 1oid •ny + Nltr101old 25% + - Nitric 11)1(1 110% 0 -l!,l!\l!"-Nttr1101r1i,1n,n111 (trli,thi~ola1T1ln1), ... + • I.Ill% + + + 0 0 0 • 11~% • + 0 0 • BS% 0 - HqUIIQUB Nflrobilnillfll + + Nllloot!IUIOM + o-Nltrotolutne + ~ ll-00ttdter1nala add (cl1) 41/n, Oltlo aold C,.HuO• 100% + + + + Nonyl tlOQI\Ol (nQnanol) + N11ton + OxallcaalCI HOOCCOOM ffi. + + OcfyiCfffl!I t~cM,gradt 0 - ~0% + + + + Olla, etherasf 0 - o.w.n o.-1QC!lt, ,j, ... .. + + 1-11,nt1no1, 1yn. ~.amyl •Jccihol c,1--1,.01-1 100% + + + + 0 0 2,Ptntano1, sn"-11.11mvr ttc. fi!Clihilf O.H,,OH 100~ + + Olis, l/l!1jBlllble and anlmsl • 0 " Olek:aeld + 0 - Oliva oil + .. + Oi:,tfc.i b!lQhllnt~ + + Ottngt Julot + + 0:1'.1110 .Old, IICll.ltOUI -~y + + + Pi111W1111111 4-~,;1tm111n11n11, ayn, mtll'lt'fillOblllyliwtclne CH!POCH.OHCOH,la 100% + OxYMn .. • Omns l;lOpphl'll • 0 Flalmlttc eek! • .. 4-l'lyd~m~n1a-• ICH•l..1::IOM\CM-"".MM. nono. a1111, dlaoetone aloahol 11Xl'* 0 Palmltyl alcol'IDf .. + f'ali\'I nut OIi + Pv~hlDl'lc kid HCIO, 10% + • + • • Patafln, ll((uld + C - Pt'ttnol • 0.H5')1-1 1~ + + Q 5% + + + + + 2,'l,&.crlnllrO• I cyn. p!Orie tc!d e.i,faQM(NO.l, 1ffi + + + + aO% + + + + Pha1phor1a 011111, m aclc:1 • H11'04 80% + + + + + • 10% + + + + + • I.!!% + + + + + + + fthoaph0111i1 41111d .trlbu!YI 1111tsr • IC•H..c'll.PO 100% + . P1.r1.n1n ,111u111011s ¢1:,l'l'll'l'ltr(iill + + Para1¢rmaldtl'1Y<I• + ptanvtQli WQlln.gm!e + ,j, Pllntancl ,j, Psp;,ermlnt ell + Per=hlotlc iH:ld, aqu1111ua ~o/11 + + ParchJgriltlhyltint 0 ~ Pttroitiim !lltitr + 0 Pttrcl, ftQUlar,.ot8dt (DIN Slim) 0 -Phenclli; 1'dln IMUidln; IIOfflp!IUI\Q~ + + Phi,IIQI + • Flhl!ll!fll (carllallc 11.cld) + + ~ CnlOJ'ktt lti• • POI, ,~ + l>IMlhlotldt PQCI, 1~ + + - Plffmyl 11thyl lleehol + Ph11nyl hyd{l;Zlne lllehn,grtd9 0 Ph1nyl h~ra.:lr111 hydt0¢hlorld• + PMll,110 told Phtnyl •u1Phllfl&1t (tOdium dOd,oyf btnztne + • -, b\lt;lbtnZYI tlttr • 100% 0 - -, dlbVM ttttr • C10HuO, 100% 0 M -, dlmtthyl ttttr C,H,(COOOH,), 100% + .. - • , dlQCIM ffttr • c .. H ... o, 100% 0 ffl PlllflONlcl ,yn. 2.4W!nHl'OPhtlll.ll Cttt.OM(N~ fiO% ... + + + 1Cl'lt,' ... + ... • tulpn0n11t) PhCll~llt, Q&MOUI 0 0 l'tios;fnl, llqVld 1Qi'.l% ~ Pnotph.itl, •!JutQIIS any + + PhCllpham: 111:ld, 111:JUIIIIIIS !Ollti -+ + + PhllEphgrk: ac:ld, 1qu1111u1 80% .. ,981\'b + + .. Pheiphor11a ~hlcrld• • 0 Plpeiulnt, ayn, dl11hyl11n11 dlaml11e NMOH;OH1NHOH1CH1 60% 0 0 0 0 0 PIYlloVI o.lllOl'illt -. tnm .. "'••~M<J! cnJorkJt • IOH·u,;,,OCI 100ilii 0 Ph~ru• pilnl¢.llldt 100% + PhOfllhC1u, lrlonlortdt + !"hO!ogrtpl\lQ dfVtiOPtrt + + Ph01og1apn!Q 11rnv1,1QnJ commercial + + PhOIOQlt))h\Q flxlr,a bllM commercl11I + + PhthWIQ .CIQ, aq11aou, 50% + + l'hth•no .c:10 c:llbutil 1,lli:tr (dlbul)ll ph1halat11) teehn, 11r1d1 + 0 Phlh•llc .101~ lllll&r + 0 P10r1c •Qli:t, aqueous 10/I + Pln91pp!11 ju~ + • Pina n!llldle gfl .. ;. Plant protlllllon t~ntt, 1Qutou1 QOl!jr!IOICl<II + Pli~loi~tt + 0 l'i:ilyttltf plMl!i;IZ$1$ + Fi:,l111~r mlna 0 Fi'Qlll!llllt:f!ls + ... •Tubea tealed under preaaurs In lhl! OECHEMA oon1014t,. POI.Y,FLOWLINES· COMPANY 1 9 8 9 7 I \...;..,•' RCV BY:XEROX TELECOPIER 7010; 5-21-92 11:27AM MAY 21 '92 11:30 POLY-FLOW COMPANIES PVDF Pcll11lum tlm.1 fllryogallol r, (l(lNO. TEMP.0 SUBSTANCE • FORMULA n 122 ,~ 21a !!&7 .1!6 60 7& 100 ;25 ~l,lffl I( 1001!i -aluminium tlllftl• (Alurn) All;{SO.)i • Ki$Q4 • i!4M.0 Kt, + + + + l11Qfflld1 K!r M\, + + + + i:arbOflttt KtCOi 5~ ~ c:hl11r.ilt KOIO, M1, 0 0 0 0 Cihll)f'i(ft KOi NI, 1' + + + d101'11on,i,,\O Ki(:r,Q, Ml, 1' + + + ftt!OOYlnldt K,iFe{CII!). • 3Ht0 ell, + + + + llllQl'idt I KF .ill, + + ... + hyill'Olll(l!I KOH 504'l - 111111111 KNO$ 50% ... + + 1' ptnnanganmt KM110• It.I, + + + 1' tulftlt Ka$04 al!I. 1' + + • ,11111i:1, K.S 50% 0 0 0 0 11rop1n1 M1ml111>-2•m1thy-. ovn. l,bulylamlnt CH;CH(CH~)CH1NH1 100% 0 l!•atnlnQ,2-mB1hyl -. oyn. 1,bulyl1mlnt (CH1).iONH1 100% 0 Hhlllrl:"2,Hl)Olly -, ll)'n, 1IJ;)h& tPIOhlorn~rln £!:~HCH,01 100% 0 - 1,2-d1¢hloro-• CHiCIOHOICHa 100% 0 0 1.2,3-lrlohloro-• Cl'I.CICHCICH1CI 100% 0 0 1,2 .. poMy-, iyn, propyl11n1 oi.ldt 90H~HCH1 100'11J + 1,2-P~IIII, lyl'I, propylon11 gly@I OH,CH(OH)CHaOl'I 100% + + + -OllbOnffl, lyn, propyil!M carbonilt OOH(CH.)CH,:0(:0 100% + + + 1.-I fi'n:lflllnDlciitO!d, ayn. prilpl(IIIIO •olCI 2·h~roxy- 1yn, IJQII(: IIC:ld CM1CH(OH)OOOH 5011/i + 76% t .. + .. 100% .. ... + + MettMc:hlo~htnQllV-CIC0H,l01H.OOH(CH•1110QH 100% + + + + 1-FfOj)tlllOI I c.HiOH 1Ci0% + + ,2,mtl~e,~ano!. ICH,\.MH Ml, UmM elc:ohol 1~ + + + 2-Propanan•, 1yn, &ettont CHiCOOH1 5% + ... + + 10% + + + 50i111 0 -100% - Jll'Ol)t11oit•. tyn, '°ryUc Kid CHa•CHOOOH 1~ + + -, nttrlla, ~· 1ary\o11~r11e CH1•0H0N 100% 0 -. {lihyl a!iltr ayn,ftliylt.O~~ OH,•CHCOOc:1H1 1~ 0 -, mDlhyl mtr 1yn. mtll'IYl 11cryl11111 OH,•CHCOOOl-1~ 100% + ll>JMthyl~i;:111:kt -111.ihyi •er, CH1•0ICH•ll".OOOH1 &vn. met11vl mllh&et\/lltt jooqji + PN)~l1n1i 11~n. l)~n~ -<:11rtionata, iyl'I, 1,2-prnp1n*Olol 01r1X1neta 0¢H(CHa)CHt:)CO 1~+ + + -1,llyool. CHaCH(OH}CH~H iYfl, 1,l!,prcp1n11 dkll 100% 'I' + • -oxide, oyn. 1,2-11J.lQllyl)l'(l!)tn11 9()H1QHOHa 100% + PyiidlM N•CHCH.•OHOM•CH 100% + .. -3-carb()Xy!Ie ac:ld, ,vn, nletlllnle aeld INCM-l·IN'lnH Ml, + ,j,, + + Pyn:19•II01, 1111n, 1 l!:S-tri""'1roxwenl!*nt C,H.IOHI• eo~ ... + -g 818 364 1259~ "I~ P.14 POLYPRO Po!a8&lum Aluminum tllru Rubber Ol&per1l0n1 F iEMP. 0 SUB$'i"ANCE CONC. BIi 140 212 301! !P 150 1!0 1111 100 l"Ql11salum 11lurninum ,1.11ph11t1, IQUtcua any + .. + + + Pctaealum bloarbon~te, aquto\lt HMl!ted + • Pol1H1lurn biollromate, 111111it0u, •nv .. + l"ot&Hlvm blaulphata, •(lutoua SIIIUllllfd + .,. + 0 + • + Pol,aelum boril•, f.QUIIOUB 1% .,. + F'(!IIIIIIIIUffl brgmat•, IQUt!'U8 upto10% ,f' + + ~lum bromldt, aqu110ue •ny .. + + ~!Blum 01Tbonatt, •q11sou1 ~ny + ... PQ1111111lum ehhirllt, a(\UOOUB 1ny + • + Pci11111lurn Ol'llorI<lt, aq1111e111t «ny + + .,. ... + + Pot1 .. 1um ohl'Qm11t11, aqutOIJt ,4()% • + + Flllltllum ehrom!e aulphtlt (cl!romu 411tur111ed + .. o.lum), aq11aciu1 PotBBal11m cvanldt, aqueou, -nv + + Po!Ba11tum dklhrom111a, aquiOut tAt1,1r11t11d + + Potanalum f~rriov11nlda, aqutou• -~y + + F'rltltslum ~rrlcy11I1ldt f.ntl lerrocyanldt any + 1' F'IIIWIUl!I nuorld11, a(flltOU! any + + PotUtlum hexa~anortrrl!te, aquteut 111y .,. + Po1us1um hvdn:igtn ;;arl:Jonalf, iQlltQUS HIUtl!led .. + + PQ!!IS!llum-hydl'llgt~ aulphll•, aQVtoua f.tUtllled + + i'Qlualum hydl'¢illdt • + PQt1mlum hydroXli:IO, aq111Ml1JS IIIIY + + Potantum l\ydl'Q)(ldu IIOlulion, 50¼ + ,f' .,. , Fot1ulum Iodide, e(lutou, 1ny + + P(JliHIUrn nltr11t11, 1qUtoUI lny + + 0 Potuttum p1m:hlcr11t, ~q1.HK1111 1% .. + ~h,1m parman;•nldt! 1' ~lum p1111\l1n11an11111, squltO\lt up to 6% + + ~l!Alllum P*rculphata, aquto\1$ any + + Po1B111lum IUIPhJIO, aqutou• 41ny + + Potsealull'l IUIJ)llll!e, aqutt)Uf 1111t11rlltid + + F'lltilltslum ,111phlt11, aQutou, 11atu1llltd + .,. ~ll\lfll tl'IICllll!phllt, ll(IUl!C!II aiturattd + + f'rilp.lnt, IIJIIIIOIII ttcnl\, gradll "' PropMtol (prcpyl illOOl!OI) + + l•J>l'Qpanol (11)~ aiei:ihOI) + + 11,Pr~pamil (r.'l)!'OP','I alc:OIIOI) • + Prop111gyl &IOQMI, 11q11ilOllt '1% .. + Ptoplonkl aolCI, aquto\la any + • Propy1tn11 dlc:hlarld• 100¾ - 0 Propy!lln11 glyael + .. l'yridlna 0 0 Qulnlfll + + + RaleiiU>ntit + ,to Rc81illng QUtt, dry &ny + "' + Rullbllr dilMrtlcins 11-1 + .. 0 0 & • T II b ti I e 111 e d u 11 1$ o r p r • $ ~ u r II I n I l'I e 0 E O H E M A ~ or\ $QI I!, • F' 0 L 'I • ~ I, 0 W L I N Ii S' C O M f> A N Y · 1 9 8 9 r· ·, RCV BY:XEROX TELECOFIER 7010; 5-21-92 11:28AM MAY 21 '92 11:31 POLY-FLOW COMPANIES • PVDP Salfoyllc Acid 1hr1,1 Sulluryl Chlorldt -9 818 364 1259~ lf&I P.15 POLYPRO Slllhzylic Aeld !llru Sulphur 'ltloxldtl F TEMP. c r TEMP. c SUBSTANCE FORMULA CONC. • Tl 1i2 1e1 212 25 7 31)2 :i!.S 50 75 100 12 6 1!0 BP llallr:vlla IIC!d, *"", 241vtlrox-.tia0io ai:ld 0•H•(OWll"!OQH NI. + + + ... + SUBSTANCE CONC. ee 140 212 20 SO ,oo SallcyflQ l!Oid + • Salr bt1nse tatur•1td + + saluraliid steam ;o~dtnMt, + + $e,,Wllltr 100% + + + + ... $autrkr1111 (plckl!!!I ~abb«Qtl + + + lll~o, ,yn. *Ollie acid, --lo~~Ollir CHtCOOO•t-1" 100% + + + + $!1JWll!tr + + + Slll~IC AOid, iq11111m any + ... an•rt• dlM11lh)II dlchl~ro • (CHi)iSICli 100% • + + trlm•thvl chlor-,-tOH-1&101 100% • + + Smotum litl'*flhlDridl SIOL.. 100% + + SIUCQn• tmufikm ~ommerclal + .. !llllc:ona oil t•~hnl~al + • + Sllvsrnltrll!t + .. SIIV*t nl1ra111, aqullQ~, J/\y + + + $11Vtr Hlli, !l.q11eou1 CQfd "liltttt/1 + + Gll1111r Stl.tlj) ff>Mion, l(JUUQUS any + + cy1nld11 ~CN 11111, + + + ... + nltr&t• AIINO, !0% + + + + + Sod& (~him oerbon•t•l, squecua any • + + Sodium IIC~, 11:!UtO\I• any + + + IOdl11m Ni ~+'lti -11'1dl11m aluminum ~\llpl\&1t + + Glltllle CHaCO()Nc; 11111, + + + + • btnZC111t(I C.i,t.OOON1 (iO% + + + + + ~. N1,tll,O. • 10Ha0 60~ + + + + + 1:1ttimlda Nier 5Cll!4i ... + + + "' !l111Wnlil11 • Nla00, • 10Ha0 1141i, + + ... + + hy(ll'Ogfn Oli!bcnll!O • N11H¢0i Ht . + + + + + Olllalllt Nl\010, : SO% 0 0 0 Q Q ~hlOl'klt NACI I 1111, ....... + + .+ oyanldl N•CN Ill, 1' ... + + flUO!ldt • N*1' Nit, 1' + + + + h)'(I~ • N&OH. ·~1!11Ki -• 041!11 - Sodium IMlnzoatil, aquecua any + + Soc!lum blOirilon11t11, aqu1111ue saturated ... + + SQdlum bltulph11t0, 11qu11oua 11aturat!ld + 't &idlum bllUll)llltl, fl'ILll'IIIIR Mturated + + 8odl~m bOr&!t • + $ol:!lum oromlelt + + Sodium carl;!Onat,, IQUt¢tJI 41~V + + • &odium chloratl!, Jq~'°u' &111ur~ltct + + SOdfum ;hlgrlde, squll(lu• !l"ll + + + SO<llum chklrlda, 11quecua Wrl, + 0 Socll\lm Oh!'Onlalll + + $o(tlum eyanidt + • • 1,6f!ti -• !+% -Sodium dlohromatt + + Sodium dcdl!eylbtl'IZ~"HUll)ho!llllt + + '1VPOChl(l(ftv • N!ICIO !'Iii 0 0 C e% 0 o· 0 Slldlum mrrleynlClO + + &odium nuarldo + + nnl'ltt NoNO, 50IIII + + + + + ntt,ttt N11NOa SO* + + + + + 0J1hopl1ct;:iha111 Nao,:,O. • 12H.0 l!O% + • + + + IIIIOt.tt Na,S"" Kt, 1' • ,+ +, + ,utfttt N•t&O, -+ • + + + hy(froatn 11111\ita NaHGO; ~ + + + + + 1ulftl!I N~ 11111. + + 1' + + hydRi;ttn ,u1111t Nli-lSOt SO% + + + + + •ulftdD • Naa$ !1111 0 0 0 Q • 10% ·o 0 0 0 11y,:1~n 111llldD • NaH& Oil'* 0 0 C ·o 11\IOIUlfllt 6 lv~A.l'lu /jl.l.t'I ~ +· + + + + llllbent 011N::H•OHC,H11 fl~ + ,t, + 'ilNIIM • c.1.1.t"..wwOH• 10CM + - Sufftmlil •11ld NH.tSOoH 45% • + + .. + Sodium h!IX!ley~orr1lt (Ill) (soellum lllrrll1)lllmldaj, aqufOUJ + + SCdlum ht!X1111)'11nQ/llrr11tt (II) + + Mlum httxam!llepho,phm,. IIQUOOUt 11otural9d + + &odium h),'drel911n ;al\)Qliata, 11civ•ou• • + .,. Socnum hYdroQtn IIIIPhili, iqu11011s ••turttt<I + + Sodium h~rootn t\llPhllt, •qu11iu1 aatvr1t~ t + Scidlum hydrQXl(!t + + Sodium hydmxldo, aqufQu, 11ny + + SOdlum il)'dllllffde, aolld .. + Sodfurn hypohklritl!, flqUIK!UII Witt\ 1U% 0 0 - iotlvtOhlCrlnw $odium nllratt, •11u111111 any + + Sodium nil~. ll(!Vtoi.11 any 1' &Qdfum p11rba~t. ,11qutoU, any + + + Sodium phC111pl!8111, aqu.ou1 saturated + + 1' lll"-romla NICI -111% HtSO, ~50% C!OQ IO(lb .. + + 0 -35%H.O !llllfonllrlc 1eld • ~ilO<\\> I-I.SO, •20% HNOa 100~ + + + + ~~H..O -~% HaSO• -38% MNO~ 100l'fll 0 0 0 ff22% H,O Sodium slll;llltt + + Sodium a!lleem, aquitj)u, any .. .. Gridlum 1ulph1mi, aquoaua (lofd 1111u11111!d + + ,(, 5cdlum 111lphldl!, 11qu110ue s&tun11•d + + 8ol11um •ulptlllt. aqu111111a 40% + + + Sodium 11111.!bQr«t~ (b01~), tQut<ILI$ aa1urot11d + + ... Sodium thlm!u1pn~, i\'IUtoUI Aturatei:I + + ~as% l;f~o. •l!0'-11 HNOi 11X1% • + + + SOl!11ap .. + •15"H.0 SO)rbi111all + 0 -60% H.SO, •80% HNOo 100% + + Sritrlllkill + SulM • St 1QQ% + + + + + dlOlddt lillltljllll 100% + • ·+ 1' ... llqukl 100% .... tliOXidt !lo. 100% - t11lfuriQ l!Qld • H1S04 50% + + .. + + + • '10% + + + + .. • IIO'l!i + + 1' + • • IID'lb • + + + 0 • i3~b + + + -• ltl7l'III + + 0 - Spindltc)JI + - $pritlt + $!&Mfe. Chfl)ffdt, &qllliOIID fftvr«ltd + .. 51annou$ chlorld•, ,qutou, 1r1y • + Starch, aqVIIQU~ any + .. Stuch ium (~ttlnJ, a,:iv~u• 18% + + !itar~k~rup + + Stnrleaeld + 0 Slv/11119 0 ~ $ll(l'Oin!o &old, 1quto11i 60% + + Su1w bttt iUICi + + + Glulfllril: HIii, OhlOl'lnt Mt. H.SC,4+011 (IQ'lt, + + + + 01t11m Hr.SO. (+111% SOi) 101m 0 -HaSO, (+$/J'M, ~ 100% .... HJlo,. /+es~ so~\ 100% ~ SulfUNI OhlOlid• I $ti.CJ 100% 0 0 ~ G11;1rayrup + + + Gulphalilll, aqueoue aolutlonm 1nv + ,+ S11lphurle aeld, aqueoua l,lp to l50% + + Sulphurl; acid, aqUIIOU!! 7tl% + 0 Su!J)~IIII~ 1cld, lqlJIIDUB BQ% ... 0 Suli;1hurlc a;ld, 1qu11oua 98% 0 - s111pnur • + + Sulpl\UIOl,JI acid + • Sulphuiyl ehlorki11 (sulplle~yl ehlcrlde) l11t:hn. Qridi ~ ~YIPllur dlol!lcle, 11.(JLIIIOUII ·any + + Sulphur dlO)(l(lf, gHtOl!l + ... Sufi,hur trlllxl!le ~ • T U b • g t Ii i I 9 d U n a !I r p r t IS IS U I t I n t h II O E C H fa M A Q O n II g I Ii, • P O ~ Y • F t. 0 W I. I N i: $' C O M F' A N Y ' I \l 8 9 RCV EY:XEROX TELECOPIER 7010; 5-21-92 11:29AM MAY 21 1 92 11:32 POLY-FLOW COMPANIES -9 818 364 1259~ ..... _ I P.,.1_61 -;tVD'P lknnlci Acid thru Ztnc POLYPRO Tallow thru Zlno Sulphatt F SUBSTANCE FORMUV. CONO. TEMP. 0 • rt \l! 2 187 212 25 7~2 EIP 26 60 7~ 100 1H 190 Tlll'ink:Hkl o---:.._-:n:; Mt. + + + + + rllrto flOkl, IYTI, " TEMP. c sussrANCli CONC • 1111 140 212 2(} llll 100 'lllncw tfel\n,gr,o, + + 'fllnnlo •0ld (tannin), f(!u!Sl)ui 10l\ti + + 'llnn!l'Q tXtrtott, vtgtlatilo uauppllicl + 0 r \. .i3-dll\lldto:i:lll'lUlt.t11diC1I~ IC, HOOCOHIOMlOHIOt;lCOOH •111. + + + + • I fllloffllf llhlCll'klt • SOCI• 100% 0 0 - Tlllogl,001, ~vn, 2•m11r~acto ethsnal H$C,t;,Oi; 100% + ~~ Nkii . ...,., """""-"""' aottle IOkl H!lCH.l'l00H 1COIMI ,;. + + Tin '!lnn111 (t&nnlo IOldl, aqueous 10% + + Tlrt.r~ l!QICI, ,qutoUI 1ny + + 1-t~rQfflQlllet~w - '!\l!ril~hlM01h11nt 0 -Tlltra~hlriroath)'i\'ln~ 0 - 'llltrllihl1m1m11lhsn11 (carbon 1111rachl11rlll11) techn, ;mde -11>1rah~roflm111 !echn,;nid11 0 -~ratwctronaphlaltl'lt (*Tltrtlll\J tfflm,grad• ~ (11)01\IOl'ldt SnCI, I~ + + + + + 'tlllog!yOCIIIQ 101d + + /IVl ooiorldt SnCla 501\'o .,. "' + + 1'11101\YI Oll!Orlat - Tllllnll.1111 llltnlahlorfdt .Tll'!L. •• + + TOlutnt • .01H,CI-!¥ 100% + + 0 0 0 &!phi OhlOIO ~, t,yn, btn~I ohlorldt • 01M1CHs(ll 1001111 + 0 0 -ilpha,tilpha' dlchlcm~ -, tyn, btni:!11 ohti:irld11 C1H.CHOl1 100% + + + 0 0 ilPl'lt h~,t,y ~, $~o. ~~z-11 110onor CoHoCH~OM 10011'o + + 0 2•1\\ldl'OW •, 1Yn, 0. Ct'HOI • HOCtH,CHo 100% 0 0 p.lOl.ll•rtl JUIIOMIO Mid • CrHaO~S • HtO 1004lb -11.tc~lone sull(IPIVI chlQriClt OH•C•H•SO,CI 100% • + Tl'lttllaftOll:ffllftt, llyfl, • • (HOCH.CH•I.N . 2,2~"'Vinu,1""""riltllll!aMll'lf 100'NI + + - Thlaphene 0 - 'lblu!lnn 11l!llln.grai:it 0 -'lblule aelc:la (methyl benmlc acids) Mlurllted 0 'lbmato Juice + .. 'lhln1ror11111r oll l1M:hn, ;nide + 0 'll'lbuljll phciiphlllll + + 'll'fQh!ORIIClllaklshyd11 (gh(Or1I) 11Klhn, grada + + '11"ICl1IC11'11Cllh:. &gld IIChn, l;lr'ldo + '11'1tirt•yl p~o1phatt + 0 '!l'ltlhlt'!Ollmln• + + 'll'ltth«nol1mln• (2,2'2"tlltrUotrtttnanoQ, aqull(IUS nlur* + 'll'1111hylan11 ;l)'l:01 • .. 'll1mlllh)'!el prllpliml, BC!IIBCIII& + + Trlmllthylacatyi 'll11ldyl phoaph1te + ~ chl11rlc:l1, """, 11lvlilllvlc:hl~rkls • I tOM-1..MOOI 100% 0 UM Maf,ICONH1 NI. + + + ................ -I ICM.IJIICQlolltlW.\. 100IIII• w."1 • H.O 100% + + + + + + + !Wini lc..w.10H.t. '1flCl/lb • • 0 0 0 0 'lil10dlurn phoaphatt + + 'Ill-~-ohlClr°*lh)'lphtitpl't&til + Turpinllnil 1:1II tec:hn, grade ~ 11'11JtOQtn u + + ,,.,,,..n 20111e1 eo + + 'l'«o-l!IOkt on + Urta,&qUtoUf uptoSffi + + Zlno UriOIQld .. o~!oriCIII ZrtCli SO% + + + + + nHrlllit Zl'l(NOtla • 6Ha0 SO'ila .. + .. ,.. + sulfate znsO,· 7H.O 1111, + + + + + IJrlno + + Vultlln• tschn, grldt + 0 VIM11nt0!1 *1hn,~raat + 0 - ·"· i u b I! n 1 11 a I t d IJ I\ d f r p r D B C u r f I n I h t O ! C: H I' M A O O n t O I •• Vin.git (wil'itl vlntgar) f,ll)(nfl'ltfOlal + + Vtnytic1,11t OIIIOl1dt (f, 1-<IIO~IOl'Otl~Yltnt) ttchn. g1'11:1t - Vinyl~ + 0 ( VI~ fPIMnlrig !IOIUIIQll!J ... + Vitamin C. IIIICCti:lic 111:kl + Waln111oll + WIIBhl"i up liquids usual + + W&llll ;uet oeinlalnlng 011rbllnk: 1111d dit'lv&llvtt: lilly + + WUt• gun oontall'llng Olll)Of) dl°"'ldt ll!Y + + Witlt QMtl oonlllnlng cltbOfl monoxlel• any + + wam gun 00"111111ng IIYdl'OCll!lOrlo ttJitl IIIY + .. Waate ;Qlll' (:(lntalnlng $01 law + + Wllllla !l*G i:.Qn~lnln; ~ulpll~l'lc acid (mol\11) any + + We.ate 11-=rl1lllnln; mulphur trioxide llltlX' ~ · (fllmlng •ulphurlil acid) Wa111r, cllllllttd + + WIil• + 0 WIil! llaohOtl *M,Qr&dt 0 - WhlY + + WhltlltY .. Whllt 'Pini tecM.g• 0 - Wi"t .. + Wint v1nt0ar (W>Je vtntQar) ll<ffl1m~ellll ... + Xyl1tn11 - Yl1u! + %lno Otll'bOl'lflt + + Zinc ol\lcr!dt, aqueou• any + .. tlno~1a, + .. .. tlnQ Nill, IIIIVfO~t IIM)I .. + ZIIIOJIYdt:lt + + %l"OttHt~t + + + )!tlnc outahata, acu!!Q"~ anu + + + ( P o L Y -F L o w L I N E s® C o M P A N Y 15392 Cobalt Street Sylmar~ California 91342 818 362~6271 FAX 818 364-1259 a subsidiary of Poly•Flow EnginHring Inc. ®IUIJ ----_ocATION5, SIZES, <T ELEVATIONS OF INSTALLATION . Y OF A.NY Dl5CREF- '1MATIC . THE LOCATION PING 15 APPROXIMATE , INA TED UJITH ALL OTl-4ER ON5 , 4 BUILDING :T OF INSTALLATION . ' ~D SO A5 TO 6E ! VALVES ARE INSTAL- OR ABOVE A CEILING , ~STALLED. trFE, SHALL 6E SERVICE -f?E 4 FITTINGS UJITH ~ILD A55EM6tY ' -•, .. ;.•;, c· r "ING SHALL 6E TUelNG, HARP DRAUN ":OFFER FITTI~ . ,S SOLDERED UJITH ~L ~T WATER FIFING ... , : ':', ING SHALL :f;:R iU6ING, HARP ~T COFFER FITT~ 00NY SOL.DER 4 SHALL !?OL YETH'T"LENE SLEEVE . ,...c·" -.. ~ ~ 14D. 40 A5TI-1 A12(2) STEEL :\> • INDIRECT DRAIN FIFE "USING WITH 5(2)-5(2) OR CONDENSATE !'ED • ·-,:' ,i-;\~ ': )f/~:'.~~fi<::; ---~ ' UJITl-4 SOCKET FUSED JOINTS 4 FITTINGS. I Z PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. \ 13. COORDINATE LOCATION OF GAS 4 PRAIN CONNECTIONS ON MECH . EQUIPMENT UJlil-4 MEC!-4ANICAL CONTRACTOR PRIOR TO INSTALLATION. 14-ALL UJORK SHALL~ TO CODE. IN CASE OF CONFLICTS UJITH CODE, D~. OR SPECIFICATIONS THE MOST STRINGENT SHALL PREVAIL. 15. SERVICE UJATER HEATING EQUIP. SHALL MEET ALL OF Tl-4E REQUIREMENTS OF Tl-4E AFFL!CA6LE EFFICIENCY ST AND ARPS 4 SHALL 6E CURRENTLY LISTED A5 CERTIFIED 6Y THE C.E.C .. !b. ALL HANDICAP FIXTURES SHALL 6E FURNl51-4ED 4 INSTALLED IN STRICT ACCORDA.NCE UJITH THE C . A . C .. 17. ALL 6URIED METALLIC FIFING SHALL 6E INSTALLED UJITH- IN A 9 MIL . FOL YETI-IYLENE SLEEVE . 18, ALL SINK FAUCETS 5+4ALL HAVE A FLOUJ RESTRICTION DEVICE NOT TO EXCEED 2. 5 GFM 4 ALL LAVATORY FAUCETS ARE NOT TO EXCEED . 5 GFM . 1~. bEE ARCH. Dv-lG';S. FOR EXACT LOC.AT!Of..l OF ALL Pi...136, FI.><TURE=$; DRAIN? 1 AP:? C.H;A-'5-E $ 4" FU f<.RI t..JGS; Z.0, <;~0 tr1~1~~;L ~H~~T~trL ;Ilti~i~¥f{17ON 5 ';.71R.Uc;.TURAL. a AF<-C.HITE:CTUR.Al DRJ'\WIN6S, . <?1, ALL ABoVE 6RADE. ACID v,.IASTE: ~ VE.Ni PIP!: SHALL ! Be. DWV POL.YPROPYLENE, v--ll'TM <Socl-<..ET FLJSED . JOINT 4 r-17'TINGS. ALL 13!:LOH 6-RADE ACID WA~;iTI=_ ~ VE.NT P.IPE? SHALL Be PoL. Yf'ROF'YLE'NE- '. Wl,H A sec.oNDAR.Y C:ONiAINMENT PIPE,/ G~NE~L NOTE$ ,~-:_r·~,<i~~ .... ;;>•..,:•:«•. • < •' SCALE NONE 2 ,;, : <{<_ ./~~ I .., :• ', ~j....;.,;_~ ,·"?--~----- I I 1=. I DEGREES FAHRENl-EIT FF.E. FINISHED FLOOR ·aE_V_A_· T--,1-0N~- FIN. I FINISH OR F1NI5+4ED FLR. I FLOOR G.F.M. I GALLONS FER MINUTE GR. I GRADE I I ~P. I ~ro=R I.E. INVERT ELEVATION KUJ. KILOUJATT LOO. I FOUNDS MFR. I MANUFACTURER MIN. I MINIMUM F.5.1. I FOUNDS FER SQUARE INCt-1 F.V.C. FOL YVINYL Cl-4LORIP=-E'-'--=-'---------- &HT. I Sl-4EET J S.O.V. . SHUT-OFF VAL VE ST. 5TL. · I STAINLESS STEEL 5FEC. I SPECIFICATION 5TRUCT. I STRUCTURAL TEMP. I TEMPERATURE TYF. I TYPICAL I 1t-------+··-v.T .R. VENT THROUGl-4 ROOF V ./FHA-lz.t VOL TS/Fl-4A5E/HERTZ W/ I UJITH 1--~ 0 I R:::> 1 ~E PKA1r-J ' ORO 012.0 OVERfl.oW ~OF Or<..A--,,-'-"----------11 LEGEND SCALE NONE 1 TSUCHIYAMA, KAINO & GIBS, Consulting Mechanical Engineers 4370 Lo Jolla 'v1lloge Drive, Suite 750, San Diego. California 92122 .(619) 597-0555 FAX (619) 597-0565 TKG 4* '32-00 • i~~~ , -• RC:~) E'(: .:<ERIJ> TELE(:OPIER 7010 ; 5-20-92 12:21PM; 4N -9 818 364 1259~ '.JA'i" 20 '92 12:2._: POLY-FLO~~ COMPAt~IES .:-r . t-FACSiMILE TRANSMISSION P.1 DATE: -5'/'2.ol.fl., SENDER:~ 50ou"llq.s ----~ JOURNAL# 'f82.. ~ ~[b@&®@ @@[bOW@[fd 'ITD=GD® QD[ffi@[§OOu ~@®®&@~ u@g NAME,Mav-C, .. ·-~:r-·O. ··.··." ··:~;X·#· . ~.·,···1 ·.-··4·~"~f ... og·,f,t .. , .. COMPANY C:~r • .f Wfl.~.l DEPT./MAIL 0 STO~ U I'-~·"' ~r 7 PHONE NO. MESSAGE: CITY COUNTRY PAGELOF 'I .... ,,,, P O L Y -F L O W L I N E s® C O M P A N Y - •;, ..... : .. • .. . ' '" •• •w t. ~:· ••.• .' -'>'F ',1. il " ' : " • ~": " . . . . . ~ . ' \ (r.i., '• i~,.,. ·•::: 15392 Cobalt Street Sylmar, California 91342 818 362-6271 FAX 818 364-1259 a subsidiary of Poly-Flow Engineering Inc. RCV BY:>(ERm< TELECIJf'IER 7010 ; 5-20-92 12:22PM ; .fN -g 818 364 1259"? ---MHY ;20 '92 12: ~5 POL '(-FLOW COMPRNIES P.2 RD2325l . May 20, 1992_. . · . \ ... Mer Camaro . .. . . - City of .. Carlsbad .. . · Building ·n·epartinent · . ·, · ·.' : : .... .- Carlsbad~ California · ·.· ·, · · · -. FAX:'-619-438-0894 ._ Dear :fyfr. Cam~ro, · POLY-FLowr.INES COMPANY is ple,8.$~d· to have be~n selected .as the· supplier of the ··polypropylene dra~ piping:.at ISIS. _Pllarrµaceutical. Oµr · certification is as follows: : : . . . . . . . . The m~terial is .. Hoec}ist. Celanese. _PPH-412i biack:. pigmented block · .. ~~~1&].jp1~fpyj'e'~nd it is ·suitable· for 'use: 111 a gravity dra4lage applic~tions' w,ith' mixed acid wastes up to 212°F ·with an an~icipated se~ce Jjfe in"e~cess_ qf twenty yea~~-.. · . . . . . · : Thi~ parti~ular polyp~opyleri.~ .re$hl. .has. been used for . the past' 1$ years in hars~ ch~micai service. _P9LY-F'LO~~ systems· have· be-~n successfully used in, acid ·drainage 'app~c·ations .siric~-1987. h)stallations have _been·.approved in San Diego; Palo . Alto,' OaJdanci, · Bµrb~, · Portland, S~attle; San~a ~Iara, Cupertino, ·Milpitas; Yuma, Albuquetquei, New Y erk City, Chicago, Minriea,p- . ·olis,. Denver; ~nd· Austin. to. name-just a ·few. These have been direc_t buried in· ·many instances.· · At · 1east oµe in the City of Los Angeles was .instaijed ·.Urider··a city Street. ·. ·· ·. · ... -. · .· . -. ·. . . ' . . . As_ we discussed ·yesterday, _the. Uniform· Pi~~bing-.-Co~e-d~~~-.n~t .require double contairuri(?nt 'piping ·-·and. as· the' .attached letter ~tates, there is no standard for · polypropyiene-· double containment piping. However,. · UP-~ ·section 6120 gives an important inandate.: "No ._chemical Wastes. shall be discharged . into tlJ_e·. ground.~;'' 'which .. clearly indicates a responsibility to . prevent this from .occumng -thro:ugl\. the use of a proper piping system, ·":}eluding,· a :way to prevent ·unexpected leaks. POLY-FLoV1:LINES double ·coritaininent -piping . fulfills that need. . . Qrir system . is i:ri compliance with ASTM -1)-4101. It h~s been fa~tory tested 4i compliance with ASTh[.1599. . . . P O ,L Y -F L o· ·W-L, I N E ·s® C 0, M· P A N Y . 1$392·Cobalt Street Sylma.r, California 91342 8_18 ·3~2-6271 FAX 818 364-1259 .. a subsidiary of Pofy-Fl'o_w Engin'eei-i_ng 1n·c. · · · ; j:j 2 ; l=I 1 RCV EY:XEROX TELECOPIER 7010 ; 5-20-92 12:27PM ; ,N -g s_1s_36_4_1..,..2_s9_"? _______ -.=.---:r----. MAY 20 '92 12:29 PQLY-FLO!'-(COMPAN~E~ ·; _., __ '_· ··.: --_. . . . P.l • • ,1' fl • t-• ·. :. . . ' ' . •• . ;, -. . : . • .,. ,. . : . • . ' '. •' ,, .. ·:· ..... . "i • • . • . . : .: r. ~ . . . . ' . : . . ' f~ge Too.~ RD232,51 .. -. -.•. _-_: . ::_--·:·:_-· ---_ -._: ... -, -· ··May zo, 1992-__ ---·.: ·._ ._ :· _. ·_ -. -:-·::: _. .. _ ·' __ ::·-_.. --_ --· . . , . . . . . ' . ~ , .. . . .. ' '. ·- •,, . .. ' , . -• • > :· : " : : ~ • . . . ,• ', ... · : ' .. - It has, b~en_ mst~lled·:-by a -c9mp~~.~t -~~~tr-dlled_·welde~-:~_-_complian~e with .. ASTM:-__ D-~6?7~. -_ It ·has :been test~d ~--~cco~dM_ce· with; w,?~ -Se~tion 318. _ It · · - -will be bu,ri~~ iP: accqrdance··-wi~h ASTM _:D2774 -an~l. the_ guiqelip.es ·of the-·· · Plastic Piping ·Institute TR~31/9/79.--·_ -:··· \ _ _ · ·_. -· . , .·. . . . ·:-.. '.either' issties -~hi~h---~ay_:i~-: of:.~ter.e~i-"t~:;ou. ·inciude :soril~ .:sections of.: the Uniform -Fire -Q:>.de. -?fhe -,.µpc_ document.· tou~hes brl_efly on·_ &ome subjects - ·you. · may want to.· consider irt · Divi~_ion_ IV· Pipfug-for ptoc~ss equipment. _- . -_ S~ctkm 75.401 mandates· a. design-,which considers expansion. and-contraction . . . Oniy--" the -Por;y:. FLQWLiNES ··pat(:'nte4 _ :d~sigrt ~tjlizes· fuli' l~ngth-'. integral_ .ri~s to . qistrlbute_ the" expansi~n anct.. cortti'a~tiQn :to~ds-fre_queritiy .. ·encouritered -in a · -~1:Jtled p1pirig, ·_double -coritainm~n.t-, syst~m~ · -.F:Iowfiti_es is_ in full -~ompllance . . -Sec_tion_ .'80.401 -_7.2.A. requite~-..:~mat~rials :_, capable-··-of--\vithst~nding the "exposure_ to. 'Yhich th¢y may.-be.:s:ubJ¢cted/!. PbLY.:FLowiINES ·-giv~s you the exact. same: cheini_cal . r~sfstari~~--~er. pres~ur¢ -rating, on~-botli the : inner' and ' outer piping, #o -tubb.er .t,9qts_·.or ag~esives. t9' raif iri" .long: term use. --: . · -. . . . . . . . . ', :, . . . ' ' ' . . . .· . . , . ~ :·s1uµmacy,,_.no _ _.:-ofu~r ·:dQubie.: 'c~nt'1fumeri~--pip~i syste~ ·_provides. the. security~ .iongevity,: compiia_nc¢.ahq,s~i~abijjty".tp the .. ·task'.as·;l'oLY-FL6WLINES .. · ' This. is . t_he 'orily systt.~rµ-_q.esigned _· sp¢ciffoaJ}y -:as .a . double conta~ent acid, : was:te system. ' . Jt was: not ,. ai~apted . from·-· other .. ·applieatio~s,-' rior __ . shoved ' together-,as_i~ w.as .. offere(;l-_for sale. -Jr,{s' .. the system ofcboi¢e' ~(~orporatl~ns- and .. governmerit installati6ns·:across--the-nati6n. ·It has-been··mstalled under . severe Feder~! -~_crutiny.: -~t . tp.e Jtti_cky .Mountah)_·:·-aie~c.~l )Ve~p~ns Arse~al .: and Rocky . Flats· N.11cl~ar _ W~apons Facility, -~s _ well; --as numeroQ~-military . · 'bases~ It is. curreritiy bandlirig: the. waste products-w· ph'afD:laceutjcal' plants . 6pe~a:tec;l by Te~os~ Marion,' llpche~ :.a:ii,q.. pitPoi)t..: It "is' the.' right ·pro4ucr' "for ... ISIS' . . '. . :,: ., :,~ ' . . '. . .. : . ' · .. ,' . • • •.. ' • ·•• •• • • . • . ,. • : • ' . ,· , i • • ,; . . .. . ... ,. , '. . ' . ,' . ; . ·, . • • • • ! . ' . . : ~ . . , .. ' • '• ,' • ,•',•:,, " ' • • I . :· ··· .. . ,:"' . . ,, . . '• ' . ' :-' ;_ . . .. . . . : .. ,: •• ·:.·' •• ,1 •• • • '·-: ' ~ . . ' I : '•' •: ', -;·· '• . , •• l ' -. . ·,'.. RCV BV:XEROX. TELECOPIER 7010; 5-20-92 12:29PM; 1N -9 818 364 1259"'? ; i=i 2 a t ---------------MAY. ;?,El '92 12:31 POLY-FLOW COMPANIES P.2 INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS 20001 WALNUT DRIVE SOU'i'H • WALNUT, CALIFORNIA 91789-2825 • (714) 595-8449 • FAX (714) 594·3690 Mr. L1)bin S. Douglas Vice-President Poly-Flowlines Company 15392 Cobalt St. Sylmar, CA 91324 Dear Mr. Douglas: July 2, 1991 The Board of Appeal of the International· Association of Plumb- ing and Mechanical Officials, meeting in Executive Session following the June 25, 1991 public hearing on appeal from the Plumbing Research Committee's decision to deny Application No. P-28233 finds that there is no nationally recognized standard for polypropylene double containment pipe and fittings. Thus the Plumbing Research Committee decision is sustained. The Board wishes to thank you for your presentation and strongly suggests that you seek the development of the appropriate standard through the American Society for Testing and Materials or the American National Standards Institute. Please do not hesitate to contact me if you have any questions. -----. RCV B'(:XEROX TELECOPIER 7010; 5-20-92 12:21PM; 1N -9 818 364 1259~ MAY 20 '92 12: 24 POLY-FLOW COM.PA~UES ,. . } /t=AbSIMILE TRANSMISSION . . P.1 SENDER: <t. 50ou1,lctJ' .....__,~ JOURNAL# Cf82_ "'\.._ ; :14 1 (p(1[§£@[§ [Q)[§[s0W@lF2 uO=OO® MOO@@!mu OYll@®©&@[§ Lf@g NAME·,1.it,f~6·ti~:.~~-...... ::_"_"'_;;;·~ '.>', G.j'''·ct ··,:"'<i~"s,·< ¢~,---,/ -'.~'.''.: . COMPANY, C:~ y .~ ~,~ ~~,l . PEPTJMA;L slD~~ I ~~·"' ~j?ir 7 . . : . . . -... , .. , PHONE NO. CITY COUNTRY MESSAGE: .... ,,•, . -•: . . : .. · ." .··· .. . ' ... ' • • • • • I • • • ' : : • ' ~ • • .... '. .. . ... . • • I • • . .. . :. '., .. '· PAGELoF 'I • r ,• .~ , ,. , ,' • .-! • , • , • " • > ~ ;. : '~ , , • ' " • I" I , J -0; " ,, •• : . . . ~ ... " ., ;, . ' ~· .. , ,, ' , • , •. • , • • , 'I ~, . : ': ,-•: r :: • '• :. • •• 'I • • • : • • '. • •,: I• >I,:' •: i• \ :• • ~', . . . .-.. . . ' ~ ... ' . .. :., • ' ••• ••• 1 ··, •• ' ' . ·. ·;. . ; . • • • • • ' ,. ; , • : : .l ,• .. : ' ~ l • • o • ~ • : : • • • ' o I ,I • > I : o f !; ~ ,; ,·. • • . . . ,. . . . • . : ' • . ., ~ : "!>! . . • : : ~": '• . . . .. . •' 'w • , ; : : • • : • ' ' • I • " ••: ~ J , } • ' t ~' ,, ··· ... '• ..... •' . . : .. : '--~-': :- P O L Y -F L O W L I N E s® C O M P A N Y 15392 Cobalt Street Sylmar, California-91342 818 362-6271 FAX 818 364-1259 a subsidiary of Poly-Flow Engineering lnc. ' ' ' I I r i I, ' ,, ii · l i { I I r ___ ,,_......, __ _ :xEROX TELECOPIER 7010; 5-20-92 12:22PM; 1'N -g 818 364 1259-') . J . . .. · ,c,/,-MAY 20 '92 12:25 POLY-FLOW COMPANIES> .. · ..... .-. · .' ', .. . . . : ·· .. ·.. . ; l=I 2 -P.2· .. c/frif ': . -·--•. -----_ ' > ----0 •• .; jM •• . ,•.'. " . ··, . ,·.·· • :°' ' I• ~· . . . . . . \ ~ .. . . · .. ... . . . . . . .. ~ . . . ' : . : . . ,• . . . . \ ·. '," . .. · .. : ·.: . . . . . . : . . . . .. ' .. . <-·:·.· .. -)~~r-Ca~ar~· ·>·-·· :-.:: .' :·:'._:.:.--..< . .-.·} __ ._..:_..-,..·· .. :\ .. :_·_,_:·, ·:·. .·. ·. :-····· .. ·_· .: ..... .· .. ·. . ... C1ty:of .. Carlsbad .. · .. · · .· ··· .. : . .-.. · .... ·.... .. · . . . ... . · .._' . .; .. · .... :. · ·.:s~dfug:-i)epa$eri.t· .. ·._-·· .:_·· ·;-: : .. : .. :·.· .. _.. .·.:: · .. .-· · .. · .. ·: .... , . . .. . ... : ... _. . . :• .. , . . .. . . ;, . . ·. . . . Carlsb d. Cali£ . ·. . . ., . . . ,. . . . . . .· ' . . . . . ... . : -·.· . . . ·,<.·· .... ·· .. ·· ... ~.' ·.· .. ~rwa. __ :.-· ... ·.:·_.· .... ·.·_:·.:·.··:·.:<··:··· .... ·._..:. --~_.: .. · ... _·.:.-:· ... ··i: .... :··· .. :·:, ·. : .... ·· ..... : · .. ·.·:· · .. ·. · ... ··-· . , FAX:-.··6H>.~4.38~0894 · ·. ·. · .. > ... : .. · .. ·.· .· ... : ·. ·.·· :··· ... · .:··.· · · 0 0 0 0 ', 0 0 0 0 0 M O O O O •, 0 0 0 0 0 0 > J O O O ~ \ 0 ,•: 0 0: • : •• • • . . ' ; •' . . . . . ~ '.: . . . . ··. .' . ... ' . . . . ,' .·· :.· .. · .. <· Deai" ·:fyfr.:.,·~~i;-o;··:··· .. ·.: · ,· .·· ;.·. ·.:_·_'.·:· .. ·_':·/.:·_ ·. _.:·. · ·. ·. · -·. ··' ·.. . .. · .. :: .. · :. : · · ·· · · ----: -~oLYcF'LoWL~ C9MP.Jw i~ ple~~~to haVe b~n selected 8S _the Sup~lie( or' • . - .... · _. tlie ·pqlypri;>pylen:e ~i:~~··.P~pin:g:.~~--IS.IS' l'~a~~ceutic~l ... : Oµ~:certifica~i<:>~ ·is.· .: . : , ,· .... ··_ .. ····asfoll9w~: .. .._:.·.:· .. · _:_.,: _: ... :_:-··.: :_ ·.· . .-· ... ··:_·:.·:·:.:·. ·, ·. ·.· ..... · ... :. ·. ···.··>·· .... ·. ·.· _:::_.-.. ·.·. •. i .. : :. · : ·. ·. .. ·. . The ni~terial .· is··. Ijl;9ecli$t Celaiie~e ... PPH-4 ~7~ · b~ack . pigmente~ 1?1oc~_ · · . . · _. . · · .· ··: .. : · ·;_(copolymer _p9lypropyi~ne)md. it i~ :siii~~ble 'for'··ustf .in .. a-grayjty .. ~fraµiage .. :· ... · . · .·applic~tions: with· ·mixed ·acid .wastes up to 2~2°F ·\tjth an .. ··3:nticipa~ed . .. . : .· ... ~e~ce ]jfe_'in·.··e~cess .qf twenty_.'y~a~~ . .-.'· ... · . . . . ', . :· . . . . ... ,. • • '1 • • ••• • • • • -• : • • •• • • • • • • • •• : • ' • • • • : ••• ••• • • • • • • ' • •. • .•. • ·~ • r •' • 0 • •: ,:,• .'• f .. · .. ·· .· ·: :~~ ,p~rti~ular. pqlyp~opyl~ii¢-.r~~nr:.11~'.··be'en-used for .tiie··p8:~t· i$.· ye:ar~ Jn. :··. : ·. · .. _·, :.. :hcµ:'SQ. chemicf,\1 seryice. PoLy~FLo~~ systems.· h~ve be~ri 's-r~ccessfuliy used · . ~ .. · lll. ·aci4 . .draip.age ·app~c~tio~ .sirice .1987 .. : lt)stallati~rts !)ave .·been. approved:. in· ·. ·. . S.an· Pi~go, P.alo·. AJ~o,· 03:kl?il.d.-~.· 13.µrb~, ···Portl~d; _S¢c!l~Ie,-.. Sant~. ~lar~,. _. .. Cupertino; Jv.filpit~~;Yuma,.-A.I~uqu!'6rqu¢, ~ew YorkCity;.Chicag6, ~~~P~. · . : .. ·. · · .. ·oiis,_ D~nve.r;. ~tid· A.ustiri. to._name·· jus_t'. a ·few; . Tf1ese .have b.e¢n. dir~c~: ·1Juried ·.· ' .. ·... ' .. · in :··ma~y instances.·: .... At. least oµe in.' th~· C~ty ·o( Ws Angeles 'YasJ~staJJed . . ' ........ .... ·. : ·:U1:}dei:_-a. city street.·.·. · · · .. · · .· ·. ·. ~ ·. ' · _. --.-· ·. : · .. ·,. · .. · _ ... . : ' . . . . . . .' . . ·: .: · .... : . . . ~-~' . : .. · .. As. ~e ·disc~ssed···y~.S~~~d~y~ :~he. :Upif6~·.·.Pi~mb~g .. ·Co4~:' .d~~~·· .. n:o~ :~equke·. · ... ,: . · .. :·.' ·: , ... ·· . , doub1e:.·containni¢nf'pip111g-:,0 and. as· .. the' · .. atta.ch~d' 1ytter states, there· is ~o· · .. ···.:·.-. ·. · : .... : . stan~ard · for .. · pqlypropyi~ne, double. ·~ont.ent piping~ ·.··.··H9wever, :-tJp~ .·. · .. .-:. · .-·. ··. '. : ·. ,. ·~~ctio~ .6f2G ··give.s · an· ~porl:'cirit ·ID:andate~--·11~0 .. ·.cJ;iemic~ waste~ ·sliaJJpe.··.·. · .. :· :':, · .. · ... discharged.-into 'th~·.:·grouiid.~}' ._:whicl{.-clea~ly indic~tes' --a· responsibility· to .:.: .· . . .-: . . .·prevent . this from .ocpµmilg , ti?-i;oug~ :th,e· us·e of a proper . piping system; . . . . : . ::.-.. .. .'. ·iJ?.cludit)g-· .a :way·. to 'prev¢nt ··uriexpect~d-leaks.. ·PoLY~~)::.o~INE$ d<;>U:~le··. ; .. · .. ·_.·. ·. . . . . ·. . ·CO~ta~ent: -piping :-@fill~ . ~hat. ·need~ · .. ".Qur ·. sys~em. is ill·: compliance . with ... : ·.·.. .. ... ~ _-.· ·· · .. · ... ASTM. :D-.41Q1." · .it h~s. been .factqry· tested ·iri· corij.pliance with ·ASTht.1599. · .. · ... .-· .. ·<.·· . ·. . . ,. . . . . . . . . . ·... :. . .. . . . . ·. ' .. . : ... .. .. . : ·. •, . :' . ' . . . . . ' .·. ·. . . . . : , . . . . . : .. ·. ,, ·. .. : ... . . . . . . ... ~. . . . . . .... : . . . . . ' . . ' . . ., . . : . . .. . · .. : .... ·< ... · .·: .. · .:··. :.p ,o:.'1)y·~ FL o\v.·L·i°N·E s®'C:<i M· P·A N.Y· _: .. _ .·. ·:· · .. · . .-.-: .. :.·.---·. ,.· · .. :·. ·. · · : . · .. · 1$392·C~bai~ S~r~e(· Syi~~F, C~lif~ii~fa 913·fa···8.1.8:~~2~627.l·. fAX.818'.-364-i259·.·.· · .·., ·: '·. , .· _-:· · .. ·.· . . . •' . . ..... a subsidiary of Poly-FloW.'Engin'eeri.ng 111·c •. ' ... •.· .. ·. '. . . .. . . . . .. . . ' . . . ; ~ 1 . :XEROX TELECOPIER 7010 ; 5-20-92 12:27PM ; -rN -9 ~-18-,--36_4_1...,..2_59_"?._,. ____ -;,:;-,----- . ·. . ·_,: -'/~AY · 20 · '92 12: 29· roLY-FLov-i.' ¢oM~~N~·i::~: J. :; ··-:. · :··.' ·:· .. ·:'·.· !.-:-· .. · : _' .. ·., .. · ·, '. .. · · .. :. · . ·.· .. ·: .: .-:., P ·_1 . · · ·· . _ 1 · l · ..... Page Two .RD23251 · ......... ·· .. ., .. : ..... :: . ,. . . ..,. . ...... . ... .. ·-:.,. .. ........ ,· ... /· c.; ¥aY~;199zi: ··: ·,::: ::> i (':\;>> :ii . · )·:.•::, .. i/ //:.: {···<;- t··· ·::i·<: ··.··:Ir=hij·8:·o¢¢n.)ns~ali~d:by'·~-~ .. ·¢~i111pµt¢r .cqntroll~d_:·\yelder)n.:compµ~ripe· with ... · ·_;. ··:'..-.· -::-\· .. :·.·: .·. ·. ASTM-.D-265.7 ... .J(has-been·tested in···~ccordwice\vith.:UPCfSection·3l8.·· It<-·.·:·:·.· . .-: .... : .. ·::1· ·:._· .• ··.· ::<./"1Jr b,/b.~~~.:·~·.-atcqrd~~~--:··'YitIJ ... Ast:M·))i774,.ari~.·.:'.th·e_.·gu~4~fu.l~~·-.~f ·ih~\:.;.:· ... ··.'. ::.>:.···: · ·.:·. ·.··· :· : ·. :··. 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" ·: INDIRECT AND SPECIAL WASTES TABLE 6-1 TABLE 6-1-612 Pipe Connections in Blowoff Condensers and Sumps Boiler Blowoff Water Outlet Vent *3/4" (19.1 mm) *3/4" (19.1 mm) 2" (50.8 mm) 1" (25.4 mm) i" (25.4 mm) 2-1/2"(63.5 mm) 1-1/4" (31.8 mm) 1-1/4" (31.8 mm) 3" (76.2 mm) 1-1/2" (38.1 mm) 1-i/2" (38.1 mm) 4" (101.6 mm) 2" (50.8 mm) 2" (50.8 mm) 5" ('127.0 mm) 2-1/2" (63.5 mm) 2-1/2" (63.5 mm) 6" (152.4 mm) *To be used only with boilers of 100 square feet (9.29 m2) of heating surface or less. Section 612 -Chemical Wastes (a) Chemical or industrial liquid wastes which are likely to damage or increase maintenance costs on the sanitary sewer system, detrimentally affect sewage treatment, or contaminate surface or subsurface waters, shall be pretreated to render them innocuous prior to discharge into a drainage system. Detailed plans and specifications of the pretreatment facilities shall be required by the Administrative Authority. Piping conveying industrial, chemical, or process wastes from their point of origin to sewer connected pretreatment facilities shall be of such material and design as to adequately perform its intended function to the satisfaction of the Administrative Authority. Drainage discharge piping from pretreatment facilities or interceptors shall conform to standard drainage installation procedure. (b',Y-Eailiwaste'p1pe receiving-or intended to receive the discharge of anl -fixture in which acid .. or·corwsive· chemical is placed and each vent pipe1 .-.:1connected thereto, shall be constructed of chemical resistant glass, high? e~.ico;n·~~ol(.l?_i:e,t 1$_~q_pjp~.'.110,t; le~,.s'. th~Q.:,;m~-?!gh_th (1 /8) inch (3.2 mm),~ Jviall_thickness, an approved type_ 9~ ceramic g~~zed,;:1,or unglazed vitrified: f clay, o!,,othe~ approved cor~gsipn' tesistant 1:m,teriak ' (c) All jointing materials shall be of approved type and quality. (d) Wherever practicable, all piping shall be readily accessible and installed with the maximum of clearance from other services. (e) The owner shall make and keep a permanent record of the location of all piping and venting catTying chemical waste. (f) No chemical vent shall intersect vents for other services. (g) No chemical wastes shall be discharged into the ground, local sewer, or other means without approval of the local Administrative Authority. ·-· .• .,.. . . . ' , '. ,'i .(!'i) ThE(ptO\'.i~ions in.this section'·r~lahve to materials and methods <?f r~·onstructiqn~·,_nee~ not. appiy to ~il)._Qr: .installations such as smal! photographic: o_r· x:ray dark, rooms or small research or contrql' flaboratories where minor amounts of adequately diluted chemicals are/ discharged,.. . . 59 ·· .. ... ·.· . / . -·--- CENSUS PLAN FI LE NUMBER WATER METER DATA CARD TRACT NUMBER J06 ~'-'OR1:.:,:, \PRINT) GPM FOR SPECIAL FIRE !APPROVED BY FIRE PREV.REP, 22 Cf1.. FARAt>AY ~Ve. U.r<LSW ~-</'2.Dd/3 PROTECTION SYSTEM OWNER'S NAME (PRINT) . TEL'l;:PHONE NUMBER 'Tlo39 70 GPM@ 25 PSI REQ'D. AT (2) HIGHEST OUTLETS. rsx.s PHA~\v\ACEUT lcAL 931-GPM TOTAL FIRE PROTECTION WATER TO BE SUPPLIED FROM MAX. LENGTH OF WATER SYSTEM! .3oo FT. 0 DOMESTIC W. METER O SEPARATE CONN. TOW. MAIN. WATER NOR.MIN.PRESS. NOR. MAX PRESS. PRESS. REGULATOR REQD. WATER SOFTENER CONNECTION O WILL j)C[ WILL NOT BE PROVIDED PRESSURE DATA PSI PSI DYES ONO FLUSHOMETER VALVE FIXTURES j}(J_w1LL 0 WILL NOT BE USED. BACKFLOW PROTECTOR REQUIRED AT METER O YES 0 NO APPROVED METER SIZE IN, NO. OF BLDG. STORIES: l SIGNATURE OF UTILITIES DEPT.REP. PROVIDING WATER DATA PRESSURE CORRECTION FOR CHANGE IN ELEVATION. VERT. DI ST. _1!2__,( FT.) METER TO HIGH OUTLET X.43. PLUS ~~ PSI MINUS PSI ~ AP~LICANT REQUESTS PERMISSION TO MAKE THE ALTERATIONS TO THE EXISTING BUILDING WATER SYSTEM NECESSARY FOR THE INDICATED ADDI• TIONAL PLUMBING FIXTURES ON THE BASIS THAT A REASONABLY ADEQUATE WATER SUPPLY WILL EXIST. APPLICANT STATES THAT OCCUPANCY OF THI DETERMINATION OF METER SIZE & WATER DEMAND NUMBER OF FIXTURES X BUILDING IS NOT BEING CHANGED. THE FIXTURE UNITS . o APPL! CANT REQUESTS PURCHASE OF METER AND ·srnv I CE PR I OR TO FINAL {PUBLIC OR PRIVATE) Fl)<r. UNITS NEW EXISTING = TOTAL FIXTURE UNITS. u[ I!! APPROVAL OF PLANS OR ISSUANCE OF BUILDING PERMIT. APPL I CANT AC• w w"' "' w"' I!! KNOWLEDGES THAT HE WILL PAY FOR REPLACEMENT OF SAID METER AND u I-I-w -'z uW I-w -< -= <"' -"' <"' -' z SERVICE SHOULD PLAN CHECK OR FIELD INSPECTION INDICATE THAT THE' -' > -' I->::, < =! -' ::, >::, <::, a, w -w a, X -I-I-I-a, I--I-I-5i DO NOT COMPLY WITH ~~Ul~i:S. APPLICANT UNDERSTANDS TYPE OF FIXTURE ::, "' "'"' ::,-"' ::!: 0 ::!: ::, ::!: "'::!: o_ COST ~~,'GI NAL METE AND SERVI IS NOT REFUNDABLE EXCEPT AS 0. ::, 0. ::, 0. ... 0. ... I-... 0. ... 0. ... I-... PROVID IN·ART. 7, P R VI UNIC)JPAL..GODE. BATHTUB & OR SHOWER 4 2 SttE !OWNER~~ ,g: BIDET 4 ·2 DATE SIGNED DENTAL UNIT OR DENTAL LAV. 1 -... ~ ,(_ l{ _,.~ s-dll--rr- DISHWA?HEk, COMMERCIAL 4 - DRINK FOUNTAIN• EACH H 1 I I DESIGN WATER PRESSURE (FOR TABLE 10.2) PSI D. - HOSE BIBB 5 3 APPENDIX "A" CALCS BASED ON ---PSI FRICTION LAUNDRY TUB OR CL. WASHER 4 2 LOSS PER 100 FOOT LENGTH MOB l"LE HOME 6 6 WATER SUPPLY LINE IN. SINK, BAR OR LAVATORY 2 1 4 2. JO MIN. METER SIZE IN. SINK, CLINIC, FLUSHING 10 - SINK, KITCHEN 4 2 I 1. D FLUSH TANK PRESSURE RANGE SINK. OTHER LAf!,, 4 2 JO 120 SYSTEM D 30-45 I O 46-601 D OVER 60 SINK WASH. CIRCLE SPRAY 4 -(PER TABLE 10-2) SPRINKLER HEADS {FULL) 1 1 URINAL, FLUSH TANK 3 -0 SYSTEM MUST BE INSTALLED PER UPC APPENDIX ''A'' IF OVER 200' URINAL, PEDESTAL 10 -IN LENGTH OR IF CONTAINING FLUSHOMETER VALVES. MINIMUM WATER URINAL, WALL OR STALL 5 -2. Jo PIPE SIZES TO BE AS INDICATED BELOW: WATER CLOSET, TANK 5 3 Pipe Size WATER CLOSET, FLUSH VALVE 10 6 ,:;; ~ Inches ½ ¾ 1 1¼ 1½ 2 2½ 3 4 5 6 ~12Vl~t: .:;11.1~ 2.. I 2. CUP SI/JI<. .'2.J.; 8 z. GPM Flush Tank /.. -System 1/07 ~ FIXTURE UNIT SUB TOTAL NEW• EXIST-I Flush Valve FIXTURE UNIT TOTAL FU= IO"? GPM = °70 System OTHER WATER REQ. (SAME METER) FU= -GPM = "7 EX I ST WATER REQ. (SAME METER} FU= -GPM = -GPM TOTAL WATER REQ, (SAME METER} FU= /0'7 GPM = 77 I AFFIRM THAT THE INFORMATION GIVEN IS CORRECT: THAT THE APPROVAL Flush Tank GIVEN HEREIN FOR MINIMUM METER SIZE AND MAXIMUM WATER CAPACITY OF System WATER PIPE ARE BASED SOLELY ON THIS INFORMATION AND ANY DEVIATION Flush Valve IN CONSTRUCTION WILL REQUIRE RESUBMISSION OF CORRECTED DATA FOR System DETERMINATION OF ADEQUACY OF WATER PI PE AND METER SIZES. ~ BUILplNG INSPECTION DEPARTMENT APPROVAL SIGNATURE (0 ~~ AGENT) DATE SIGNED ~~ ... -~ .. ~ A.'.,_ 3-;2-3.£/:l.. • _.. . ---, ,, -,-- 1ii>'-'4-.Jo1i V,//,tq~ t>~.~~°.. BUILDING INSPECTION DATE SP, di. ,2.,21-City of DEPARTMENT SAN DIEGO IN·t6 (Ma) WHITE-File Copy CANARY-lnspect~rs ©opy PINK-Permitees Copy E·SGIL CORPORATION 9320 CHESAPEAKE D~., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 5 /t? /12 r I JURISDICTION: Clt-tz__45 f3A-:D. PLAN CHECK NO: C/2 r 3, tJ CJ. SET: PROJECT. ADDRESS: 2--2--1'2.-~'( · · PROJEcT: NAME: .-lf;NJJA-ifr ;;:/VJ p fc;J~ m..The plans transmitted herewith have been corrected where .U. necessary and substantially comply with the .jurisdiction's 0 ·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 .. . o· The plans trartsmitted ~~rewith ha;e significant deficie~cies. · ., identified on the Bnclbsed check list and.should be corrected and resubmitted for a ·complete recheck. D D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected · plans are submitted f~r recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to.the applicant·contact person. . . . O Thf applicant's copy of -the check list has been sent to: ------------------------------·-'". ------------------------------~·-, .. a Esgil staff did not adv·ise the applicant contact person that · ·plan check has been completed·.· . . O Esgil staff did: adv~se applicant that the plan chec'k has been completed. Person contacted.: ___________ _ Date c.ontacted: ---------Telephone# --------0 REMARKS: ________________________ _ By:· Sy@ ~ Enclosures: _________ _ ESGIL CORPORATION 1 bi~ DGA DcM ,.,. /.,,-0~ 1r0 w lz>o OV, DATE: ESGIL CORPORATION· 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 ~CANT JURISDICTION: <~~ __,, PLAN CHECK NO: SET: _lL QFILE COPY QUPS QDESIGNER PROJECT ADDRESS: "'2--2.C/ 2--f-1:"rM-·C:Yt-y /h.J6: PROJECT NAME: I G-1J 1J MJJ 1-MP ' 'J $ I s D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. · . O The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- .cies identified-=----=-------~,----are resolved and · che~ked by building department staff.. · · D D irhe plans transmitted herewith ha-;e significant deficiencies identified on the enciosed 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. SE:E:-fe..&mA--/<..K-S ~- The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ~ Th_e app~icant' s copy of 1--f.J-rtf.-M.c-H hJ L , the check list has been sent to: l:, ?-W, ~--u..,¥-,y I G TC-e:ft-~ ~ Esgil 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 c.ontacted: _________ Telephone # _______ _ Ii REMARKs =0 DAJL-Y us?P-AJ~E:s n> -r.1f;7Yls 1,::::, -,~ ,1e:. oF f',<er./1av!:, 60-f...uc,v c.-rJ l,f s r ~ ~ vet:>. A--c.-L m1-r;;-t:__ .:c~ s. r~ ~ W l--1 s I Ofr TeD 4-, 7.--/ q 2,, M..e-SI/ ll.-PiJTSTk/JPI A6 , 2.,, U--0 ~ '? U:f·e/le,JCe t:>{3:-('kl l--7 S -/ 7D 1::-l-b-tJL I' l.A--AJ 5 By: S '(f:D At-G,e--M Enclosures: -----------ES GIL CORPORATION LJ/ 7 0GA DCM .... ~ DATE: ESGIL CORPORATION· 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 / JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: __ z __ i__.q_..i __ fkf-._'?..A_-~_~_-_y_MJ-'-'[3 ___ _ PROJECT NAME : --f 6N /\lfr!J1 1!Yf f f SJ S f}lA-/GIVI -------------"-'-----=-~------- 0 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 0 with the jurisdiction's building codes when minor deficien- 0 II D .cies identified _____________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the .encl~sed check list and should be corrected and resubmitted for a compl.ete 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 applic.ant·contact person. II Th_e applicant's copy f"11/3f?J Mlcil :ft.JC. of ·the check list has been sent to: 0Zlf ~~ ~# 207) ~ D/f:6_(}/ CA-C/Uo/ 11.Esgil 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# ------------------0 REMARKS=----------~------------ By:· Syf:;D Enclosures: -----------ESGIL CORPORATION{/ If? ~GA . fflcM ,, ., .. JURISDICTION: ~l--Sfalf:-D Date plans received by plan checker: Lf/tfJ j Cj?-- PLAN CHECK NO.: L-81'2. -30?/ .Date plan recheck completed: J//vj.., By:_S_'(i_eD ___ ~--------4 PROJECT ADDRESS: i 2-1,z.., f;,+fl/rPfrY M&- TO:_--=:£,...:..NTf?IZ...;..._....;.....__A-_12-_L_/T _____________________ ___ RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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. ~ G Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been 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. @)ij)~). 0 The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. G 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. ____ Yes ___ __,No C{;}../\JT/ NUC 7Z> /:!.-61# S/f"6A-T7+t /.JC, ~» & !+0--d P r U JJ IJ El, 1),/,./ LY. ' BE tf~ ~ /M vi d tn?f1H U t!2.p-/?-P.OF-MW IJrEb Ger ll IP /vi E1J T ~c..JL8f;tJ . 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'f' (A I? u c,, L $,µow~ OA..J e--z.f~3 OU C..f'-.5' ~~,_, • .. .. fl ,, rh' t:! C>cc.C-t~~·.,,,,.. ..,... Sat\Jsa~.; CA'-...c.. t,;;'K.:) ~,t._ . . (} A.) s rl(Sc.'I 7" ' ~5-<A A~t.r A) () 1' C'-'t.!A~i...r" s,,~ ... .J /N /f/1.,1-l?oo.....,_ s ~ r...f ~k.J :V t:U.J )A/5-SA r~~y.;1 I ~) //\I /(()t;M /2 -f"Hd' ,of"'l warl... 5' AV/ A.IC.~ · /-J,o tT'-<S7"~&t'Ju7 , ;?5"'0 ¢) /5 0.A.J ~ ~ ./ s-( Nat' Q3o) ( CJ I;;-;:° I C. a' 0 ,/{J ~ "-, . £ Oa-rA' '-Ac.a. d'SS ~ £) '-'-1-1.i// 4 (!_ t£c::n1. , >0 -u.n.1 7 cl ,, J-/J~ tf;q c.w E_~ ~A"'-S-, rlo()t:J (: ,t ~~ A ~ t. t,I S HO "'-1 }...vµ,47 I .5 7a Ad Lf ,)<MAtlt; "l"' .,-r ,;,t:1 ( SHow ~ Y' ,iO d'" 5 c,tr::' /-1 A-7~.E r.'l I r-:1 t. c::. AKJ~ ,,,l(,tA 'IC, A Mo t.,,t,._;75 A,v ,o t£' X /t)&..;4;,...) 1-1 ()t,0 ~0'4-1 ~'--/(':};JC,~ · w, r1.-f UHc. ~rtA~7'e-~ // /~ ~~v1LJrfk::1,} .· JURISDICIIOM:, ____________ _ DATE: ___ =---------0 GLEN An.wx PLAN CHECK HOHB'ER: ___________ _ PLAN QlECIQi.J(: D . D--- ~ />t?o v ,,01£ -/:J/.rt4 0~ /, t, jAl. A.r,t. ,.c-;. u.<, !--I , t,..,JA, 7!.t:""l'l.. e_ t.. OS,~ 7 h~.~),/ //,,,:u .. Jr~~ Av<:J I, tJ /! A '-: ~.4.-e /4" ~ '-I' l,,{_.!QtNl4-'-;::;_,us"'/ t/A f-1/(.f 5 SH'ow ,,v ~ ./.? 6 1 0 U I Jlf (% CJ I ( /5 LJL<;/ ,, A/)a ~Au .S 5 '--t,?c.C • U<; t.f".e, I A.J S/Z/P "1 I 1 . / ,4-L,.Ce.., l. r,j, ~I~~ ~ /"1A-v I.Sa 'T,;o L.ot..,..:J) c!.Hd~Jc:. I , ?JA·-7'411. L,. .i...1U:-c;'~z.11t.J~, ,1, . . . .. . . . . • .. ~:.~.~.:;-~; .... ·--=·?:·:-:--5-;-_:· .. ).,;:;:_::--:;. ·., _: . . -ELECTRICAL PLAN CORRECTION SHEET rnSI>lc:rIOl{: Cac \ s ba.cl ]'LAX am:x ~= 9'2..-:so 9 l"U.lf am:::ux: CHUCK MENDENHALL J u..l e. rAGF.: t I I SEI': ]I' DAD:: 4 /~?( 92- . . . (,":"\, Pleas~ make all corrections on the original V tracings and submit-two new sets of prints, and any original plan se~s . t:fu:t . may have been returned to you by the JU1'1sd1ct1on, to: I· 0 r· Esgil Corporation, 9320 Olesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of print~, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation ·of 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. 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 character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide-complete details to show the building with comply. Section 502. · UBC Section 304 requires the Building Official to determine . the total value of all construction work proposed under thi$ permit. Ihe value shall incl~de al~ finish work~ painting., _ roofing, electrical, plumbing, heating, air conditioning,· elevator, fire extinguishing·-systems and ~y other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. · Provide a pl-0t plan showing the distance from the building -to the property lines and the location of tenant space (or remodel) within the building. ® fs. r· On the ·first sheet of the plans indicate: Type of construction of the.existing building, 2.resent and 2roposed occupancy classifications of the remodel area and the occupant load of the remodel areas an<\ 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 and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. Ihe materials listing should be stated in a form that would make classification in Tables 9-A and 9-B possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 901(£). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour occupancy separation. Section 404. The number of control areas within a building used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. Ihe 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 11storage11 • 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 1988 UBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being impro:ved or altered. Draw the plans to sea-le and indicate the scale on the plan. Section 30_2(d). Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated ar~ separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction-details for proposed -new fire rated walls. Specify on the plans the fire ratings of assemblies to protect proposed openings in existipg or new fire walls. {[f) SffGtFY l<.J-1-fA-J / s S ~ / iJ IUw4n S. 5°/ f 14-. Lt Q VI[) ~6/E ~ S SJtA:kk (_j),tl\/) t,, y vJ-1 T1I · -::f:£ntHJ~ qo I ct tj q o Z--q-tJ 13 C, 7/10/91 2 -I . ;:' . -~ !,' .. ® /5. Identify existing walls to be removed, existing ,A_ -~ walls to remain and proposed new walls. 7· Identify bearing walls, non-bearing walls, and shear walls. Provide a section view of all new interior partitions. Show: Type, size and spacing of studs. gauge for metal studs. manufacturer and approval indicate 11to be ICBO approved". Indicate Specify number or .@ 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_qesigned for partition lateral load). · -· Wall sheathing material and details of attachment · (size ~d 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 3b material extending five inches up the wall. }-' Similar surfacing shall be provided on the walls from the floor to a height of ~ -around urinals and within water closet compartments. Section 510(b). >f0::..!f Y a-1 /V'l/tJ/NJUN) ~N $HT?..-/, ~M 6t..i:;v1+n()IJs. · @ Note on the plans: 11All interior finishes must 31. comply with Chapter 42 of the UBC11• Specify 1.1Class. ____ .flame spread rating (minimum) for ------------·" Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior p~rtitions, ceiling bracing shall be provided by four No. 1~ gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 ·feet o.c. in both directions with the first "point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate. ·for the load imposed. UBC Standard 47-18. r· 2/15/90 In build'ings 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). 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. 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 1 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. In areas where the occupant load exceeds __ , two exits ar,e required. See _______ _ Table 33-A. 3 •. .. - 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 J 3305(g), Exe. 5, provide a reference to the corridors on the floor plan, noting:· Corridors are non-rated per Section 3305(g), Exception 5. Smoke detection system must be listed by the State Fire Marshall and be a supervised low voltage system. Smoke detei'ctors · ·sfial 1 be maximum 30 1 on center. · 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 S, 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 system terminates and a rated corridor system commences. One-hour fire-rated corridors shall have 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). Show rated corridors, lobbies, reception or foyers_c~oss-hatched on the floor plans. 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. Su~h openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h). 6/13/90 ® +· r· 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 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 elevator entry, note that it will be readily openable from the car side without a key, tool or special knowledge or effort. Section.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 tiµi1 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 ·:· •. ··.41 ..... ,:., . ' 71. Submit plan showing location of all panels. 72. Submit panels schedules. 73. Submit electrical load calculations 74 •. Indicate existing main service size. 75. Indicate existing total main service load. 76. Indicate new additional loads. 77. Indicate wiring method, i.e. EMI, metal flex. 78. Show exit signs on the electrical lighting plan(s). As per Section 3313 and 3314 of the 1988 UBC,. provide two sources of power to exit signs and ex;t __ illumination. 79. Provide receptacle(s)·within 25 1 of HVAC ooits. UMC Section 509. · .· · · ··· 80. Provide multiple switch lighting controls per Title 24, 5319. 81. Provide an electrical plan for the alarm system showing compliance with criteria described under earlier correction number 58. 82. 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. 83. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. 84. Detail access and working clearances to HVAC equipment. 85. Cooling coils or cooling units located in attic or furred space, where damage may result from condensate overflow, shall be provid~d with an additional water tight pan of corrosion resistant material to catch overflow if primary condensate drain becomes clogged. Section 1205, UMC. . 86 •. 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 87. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. 1/23/92 88. Provide drain, waste and vent plans. 89. Provide water line sizing calculations. UPC Section 1009. 90. Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). 91. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). 92. Show 1/411 per 1211 slope on drain and waste lines. UPC Section 407. 93. Provide a drinking foootain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. 94. 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 95. Provide complete energy design calculations, including a-11 existing design and new energy design for this building. See attached non- r~sidential energy design checklist. 96. For remodels in an existing conditioned space, show that the remodeled space will not use more energy th?m the existing space or show the remodeled space will conform to latest energy design standards. @ r· CITY OF CARLSBAD SUPPLEMENT Floor drains must Po~icy). have auto-prime (City A grease interceptor is required. Show details complying with City Policy 83-34. ~-Roof mounted equipment must be screened and V roof penetrations should be minimized (City Policy 80-6). @. Condensate drains must connect to a wet trap (dry traps are not permitted). (Memo 1/14/83). @ .Show fans· are duct type; City Policy does not permit ductless fans. 6 " ·,: ·.•: ~ ., . ~- ··:.· . : . . " ~- .1i2: Romex is not permitted in industrial or { commercial buildings. (City Policy) ~ No wiring is permitted on the roof of a \.:'.::/-building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) ~ All roof-mounted equipment shall be concealed ~ from view. Provide structural detailing for the screening. ·· All panel boards shall have a m1n1llll.llll 100 amp rating or approved by the Building Official. The minimum rating of a service disconnect is 100 amperes. The minimum ·size conductor to receptacles and lighting fixtures in commercial and industrial buildings shall be 1112 Cu. AC(BX) cable is not allowed in group A, B, E, H and I occ~pancies. (see Ord. for exception) Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use ·an average of l 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. MISCELLANEDUS ~ Please see additional corrections or remarks c..::J:;J that follow. Jii1\ To speed up the recheck process, note on this r..::;;; 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 V made to the plans that are not a result of corrections from this list. If there are other changes, pl~e briefly describe them and where they are located in tjle plans.· Have changes ~een made to the plans not resulting from this-correction list? Please check. . .• _....,. __ Yes ---~No· 1/23/92 NOTE: The following provisions are contained in Title 24, Part 2, Galifornia Building Code, as adopted and enforced by the State Fire Marshal. 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. S-1. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than~ 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. S-2. Note on the plans that approved floor-level exit signs shall be provided. This applies to A, E and I occupancies. S-3. 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 505(e)6. EXCEP'IION: 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. S-4. 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). S-5. Section 1807 should be reviewed for all high- rise buildings. S-6. 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. S-7. 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. 7 ,, :.·:: !'•. l~~ I :· .. · '•:. •. .. ~. .)' .... ' . :-•·. .-·: ··.:·· TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction CA1z,L,Sf3.-tr::c> Plan Check No. q 2--8aq References to section numbers with prefix 11211 are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix 11311 is for Patt 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 11unreasonable hardship11 as described in Section 2-422. SITE DEVELOPMENT 0 HANDICAPPED PARKING SPACES a. Provide,,...,.. ___ h.andifapped spaces. 2-7102(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) s}?all have a sign stating that unauthorized vehicle(s) parking in handicapped space(s) may be subject to tow-away. 2-7102(f) g. If covered parking is provided, then a reasonable portion of the total numb~r of stalls reserved for the disabled shall also be covered. 2-7102(a) .... b. Entrances to. and vertical clearances -· within accessible levels of parking structures shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102{g) 0 CURB RAMPS a. Curb ramps shall be located wherever pedestrian path crosses curb. (2- 7103(a)) b. Curb ramp shall be 4811 min. width (2- 7103{b)) with maximum slope of 1 in 12. 2-7103{d) c. A level 48n 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. 2-7103{d) e. Surface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent f. Border markings shall be 1211 wide of l/411xl/411 grooves, 3/411 apart, located at top and sides. 2-7103(h) 0 WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-710l{a) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 4811 minimum, and shall have slip-resistant surfaces. 2-3325{a) d. The maximum cross slope shall not exceed 1/411 per foot. 2-3325(a)3 e. Gratings possible. are not 2-3325(b) allowed whenever f. At each gate or door a 6011x60" level area is required when the gate swings toward the walk. 2-3325(e) g. A 4811x44" deep level ar-ea is required when the gate swings away from the walk. 2.-3325(e) h. A 2411 clear space is required at strike side of gate or door. 2-332.S(e) (9 PEDESTRIAN RAMPS \ F /2..:eQtJ I R...6-t:) a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) b. The ma.ximum slope shall be l in 12. 2-3307(c.l) c. The width shall be 4811 minllDUID. 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) .,· .. ·•· .. _. ;•. ,; I• d. Toe 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. Iop landing shall be 6011 x 6011 minimum. 2-3307(d.l) i. When· door swings onto· top landing, minimum depth of landing r~quired is door width plus 4211• 2-3307(d.l.) j. Iop 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 1 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 1-1/411 to 211 cross section, spaced minimum of 1-1/211 from wall. 2-3307(e.l) n. A 211 high curb or wheel guide rail centered 311 + 111 above ramp surface is required on -bo_th sides where not otherwise·bounded by walls when-the ramp exceeds 10 feet in length. _2-3307(h.l) j. SPECIAL ACCES~ LIFIS J.. Lifts may be provided between levels, in r lieu of elevator, when "the vertical distance between landings, structural elevator, sl:r\lctural . design · and safeguards are as allowed by the State of California, 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 (30"x4811). 2-5107(a) f. There shall be a level and clear floor area or landing (6011x6011) at each level for access to ·the lift. 2·5107(a) /-HAZARDS EJ.. Provide· BO" headroom from walkway / surface to any overhanging obstruction. 2~3326(b) (}) i Headroom of • maintained for etc. 2-522{f) 80110 minimum 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.(f) f• Free standing objects mounted on posts between 2711 and B011 above the floor may project a maximum of 1211 • 2-522(f) 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) ENl'RANCES, DOORS, VESTIBULES AND CORRIDORS ~. All primary entrances to buildings shall r be accessible to the handicapped. 2-330l{f) b. All required passage doors shall have 3211 ( clear opening at 90 degrees {3611 door~. 2-3304(f) d At -least one of a pair of doors shall 1 • meet the minimum 3211 clear entrance width requirement. 2-3304(f) f. Threshold shall be no higher than 1/211 above the floor. Edge to be beveled _with a slope no greater than 1 in 2, if more than 1/411 • 3304(i.l) f- l Exterior level landing may slope up to 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 and be operable with a maxiim,mi effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304(c), 2- 3304(i.2) rl. Ihe lower 1011 of the door shall be of r 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 f clear width opening, within 30 feet of turnstile. 2-3304(i.4) l 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) I : I -i , ....... .. ·. .. .. t· i. 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 48 11 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) For corridors over 200 feet long, see special requirements of .sec. 2-330S(b)2. FLOORS 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 NO:l:E: Only applies where disabled access is provi ed or required to other levels. a. Treads shall ha\·e smooth, rounded exposed dges and be slip resistant. 2- 3306(s) b. Nosing s. ·11 not project more than 1-1/2 in es past face of the riser below. 2-306(s) c. Risers sha 1 be sufficiently solid. 2-3306(s) d. The upper a proach and lower tread of each flight f stairs shall be marked with a cont asting colored strip 211 in width. 2-33 6(r) .... e. On exterior tairs, ·each 'tt-:ead shall be marked as not above •. 2-3306(r) f. Handrails are equired on each side of stairway. 2-330 g, Handrails shall e located 3011 to 3411 above nosing,ext nd 1211 beyond top riser and 1211 plus tr d. width beyond bottom nosing and return d to wall/newel post. 2•3306(j.l). h. Handrails shall e 1-1/411 to 211 in gripping cross sec ion and 1-1/2" clear of wall. 2-3306(j. ) i. Approved st irway identification signs shall be loc ted at each floor level in all enclosed stairways in buildings two or more sto ies in height. The sign shall identi the stairway, indicate whether there is roof access, the floor level, and th upper and lower terminus of the stain.•a • The information shall be presented us ng raised Arabic numerals and raised brai le symbols which conform to Section 522(1>.>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. 10. ELEVATORS a. Provide clear \ inside elevator car dimensions as required by U.B.C. Section 5103{d) 6 and Title 24 2-5103(d,l). 1. At least one elkvator in buildings 4 or more stories\ in height: 8011 by 5411 1 with a 42•inch -side slide door. Applies only to:\ high:.rise buildings, A/E/I occupapcies, State-owned buildings, resi1ential care homes, hotels, motels, apartments and condominiums. \ 2. Elevator in buitdings more than two stories or buildings where disabled access is require~ to upper level(s): 6811 by 5411 , with a minimum clear door width of 3611 • \ • •• 3. Elevators other ~ in (b) above serving less than 50 occupants shall have a minimum insid\1 platform of 4 feet 6 inches by 4 fee 6 inches and a mini.mum clear door wid· of 36 inches. b. Raised Braille marking~ and Arabic numerals are required on ontrol buttons and door jambs. 2-5103(d.l SANITARY FAr.JJ,JTIES rl. IOILEI FACILITIES ACCESS f· When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-Sll.l(a)) f Doorways · shall have 3211 mini.mum clear • opening width. 2-511.1 f · 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) 12. MULTIPLE ACCOMMODATION TOILEI FACILITIES d. Provide clear area / high -or clear space high. 2-511.l(a) 6011 5611 diameter x 2711 X 6311 X 2711 =·· ... '• ... ., ·'!. . , . . I .. Doors (other than handicap compartment) are not to encroach more than 12.11 into above mentioned clear space. 2-511,l(a) I @ Provide a 2811 clear space between water closet and fixture or 32.11 clear space between water closet and wall. 2-511.l(a) @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 ~Water closet comp~rtme~t door to provide 32.11 clear widtl} for end entry and 3411 clea,:: width for side entry~ Door to be self-closing. 2.-511,l(a) r· SINGLE ACCOMMODATION TOILET FACILITIES 1. Water closet shall be located 2811 from a fixture or 32.11 from a wall. 2.-511.l(a) "1. Minimum clear space in front of water { closet shall be 4811 • 2.-511.l(a) f-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) @ GRAB·BARS AI WATER CLOSEI @ 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-l/411 to l-1/211 in diameter with l-l/211 clearance to wall. 2-511.l(a) @ Bar fasteners-and mounting support shall be able to . withstand 250 lbs./ft. in · bending~ shear and tension.·· 2-511.l(a) · @ WA:i:ER ~SEI {y 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 flt.;Sh valves shall be mounted on the wide side of toilet areas, no more than 1+1+11 above the floor. 5-1502 The force required to activate controls shall be no greater than 5 pounds force. 5-1502 .. : .· @ URINALS 0 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) '(9 The force required to activate the flush valve shall be 5 lbs. maximum and located 4411 maximum above floor. S-1503(b) 1· Provide 3011 x 4811 forward approach. @ LAVATORIES. clear floor space for 2.-511.l(b) Q Provide 3011 x 4811 clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) 0 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) @ Hot water and drain pipes under lavatories shall be insulated. S-1504(b) @ Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. S-1504(c) (!} If self-closing valves are used, they shall ·remain open for at least 10 seconds. 5-l504(c) @ TOILET ROOM ACCESSORIES Q· Mirror bottom edge shall be located 4011 maximum above floor. 2-511.l(b) .· Toilet tissue dispensers shall be mounted within 1211 from the front edge of toilet seat. 2-511.l(b) @ 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 ~ On doorways . leading to sanitary facilities 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) •'",.; ·,. ::, ··:. , .. J ·I .. . .... ... . '· ESGIL CORPORATION· 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: QAPPLICANT JURISDICTION: CARLSBAD <tj~~~sg~~c= PLAN CHECK NO: . °f L -309. SET: r OFILE COPY QUPS ODESIGNER PROJECT. ADDRESS: 'Z-2-q 2, ~A--f A-1/6 PROJECT NAME : 7 61,J~ A-iJ T f YJf. '£.5 JS f? /-f1rf? IV) . 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 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 s~bmitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant·contact person. a The·applicant's copy of the check list has been sent to: . w7Ef<.t~ ·kc.. 4'21./--~t-<J-rry ·, ~ # ~o ____ .....;..;._.;;..,_ ______________ __,__,_ __________ .,. -h+-tJ O;ec,~ CA C/ U tJ I ____________________ ...;._...._ ________ -: .... II Esgil staff did not advise the applicant contact person that plan check has been compieted. ·O Esgil staff did·aav~se applicant that the plan check has been completed. Person contacted: ___________ _ Date contacted: Telephone# ------------------0 REMARKS: _____________ -_____________ _ By: 5_yf;D A:1--6:::eM Enclosures: _________ _ ESGIL CORPORATION 2:>(Zb IIGA iiCM ,. ·, .. ,_ t. . :-·. .1 '' -.:. ,. ) --,· '. ), PLAN CORRECTION SHEET PLAN CHECK NO.:_________________ Date plans received by jurisdiction: JIJRISDICTIOH:---'CARLSBAD===----------- l'O: ______________________ _ PROJECT DATA OCCUPANCY: _________________ _ BUlLDING USE: __________________ _ TYPE OF COHSTRDC'ITON: ___________ _ AC'l'UAL AREA: ________________ _ ALLOWABLE .ARF.A: ______________ _ S'l'ORIES: _________________ _ HEIGHT: ____________________ _ ~=--------------- OCCUPANT LOAD:. _______________ _ REMARKS: __________________ _ Date plans received by Esgil Corporation: Date initial plan check completed: __________ By: ___________ _ Applicant contact person: _ __________ Tel. ________ _ FOREWRD: PLEASE READ Plan check is. limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the 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 1988 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), 1988 Uniform Building Code, the appr-0val of the plans ~oes not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NCYJ:E: PAGE NDMBERS ARE HOO: IN SEQl)ENCE AS P~ HAVING NO llEMS HEEDING CORRECIIONS WERE DELEIED. LISI NO. 56 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1988 UBC i r , .. .. . r_ . .. ·'..: .·.':1 ,· ., ,. .. ' 0 ' Pleas: make all corrections on the original V tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: l 0 !· 0 r· 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, and any original plan sets that may have been returned·to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of 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. 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 numbe~, seal, date of license expiration and_date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 302(d). Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. UBC Section 304 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include .all finish work, painting·, roofing, electrical, plumbing, heating, air conditioning, · . _elevator, fire extinguishing . systems and any o·ther 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. 7/10/91 ® fs. +· r· On the first sheet of the plans indicate: Type of construction of the existing building, :E.,resent and Rroposed occupancy classifications of the remodel area and the 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 comp1ete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 9-A and 9-B possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 901(f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour occupancy separation. Section 404. The number of control areas within a building used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. The aggregate quantity of any hazardous materials "in use" and "in stc;,rage" 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 1988 UBC, UMC and UPC and 1990 NEC. Provide a· fu·lly dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d). Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect proposed openings in existing or new fire walls. 2 .,. ; I :.1 ' ~ !'! ., :•-{ .. •:,_ . -~ .. Identify existing walls to be removed, existing ,Jj walls to remain and proposed new walls. · 7-·,., Identify bearing walls, non-bearing walls, and shear walls. Provide a section view of all new interior partitions. Show: Type, size and spacing of studs. gauge for metal studs. manufacturer and approval Indicate Specify number or .@ ·indicate "to 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_qesigned for partition late:i;-al. l9ad). . · · · 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. r·· Provide notes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent 3b material extending five inches up the wall. 7·· Similar surfacing shall be provided on the .walls from the floor to a height of ~ around urinals and within water closet compartments. Section 510(b). >fG::..!f"Y ,::;} /v'IIN/NJU/VJ ~N -S/fT'2..-f, ~/V'J 6f..E1J~n!)IJ~. · @ Note on the plans: 11All interior finishes must 31. comply with Chapter 42 of the UBC11 • Specify "Class ____ .flame spread rating (minimum) for------------·" Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to ·the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet · o.c. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall_ be adequate for the load imposed. UBC Standard 47-18. r· 2/15/90 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). 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. 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. In areas where·the occupant load exceeds __ , two exits are required. See _______ _ Table 33-A. 3 .-; r· .. ... ~:- r· r· r· @ t· 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 3303(a). Rooms with more than 10 occupants may have ,Q,ng_ exit through ,Q,ng_ 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: "All exits are to be openable from inside without the use of a key or special knowledge11 • 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 TO REMAIN UNLOCKED DURING BUSINESS HOURS11 • This signage is only allowed at the main exit. Section 3304(c). ~ 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). >PGLl-FY WI C771t Or A-U..-- OOO f2.$, 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 3303(b). Applies to door(s) ___ _ 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 disabled access (1nay be 111 , maximum where not used for disabled access).. Sec~ion 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}. 2/14/90 ® 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. 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). Dt}tJf2. JC, /YJ~£ PfA'P €:/J..P Co/:.IZ./ PO/!.. ;=µm ~ t . f.t?moi/6 IC , Corridors serving 30 or more occupants shall have walls and ceilings of one-hour _ construction except: WfYI.--L ~ee,.; ~(I A,Jp ~$ 5"4 t: Stp $/-1-{)uLJ:> 56 I l+/Z. CtJtJt;,.r, i. Corridors greater than 30 feet wide when / the ~ccupants have an exit independent J- I· from the corridor. Exterior sides balconies. of exterior exit Corridor walls and ceilings need not be of fire-resistive construction within office spaces havi~g 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 common corridors where the corridor serves as an exit for.non-office areas (manufacturing, warehouse, etc.). 4 ;, ,,_ ., .r.: '' ,. : ;~ •:.. ~ -: ·' .. -. r· 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. Q. If non-rated corridors are used per Section V 3305(g), Exe. S, provide a reference to the corridors on the floor plan, noting: 0 (9 Corridors are non-rated per Section 3305(g), Exception S. Smoke detection system must be listed by the. State Fire Marshall and be a supervised low voltage system. Smoke detectors shall be maximum 301 on center. 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 s, then that tenant space shall be separated from adjacent spaces by a demising wall constructed as for a one-hour corridor .wall. Clea,rly show where the non-rated corridor system terminates and a rated corridor system commences. One-hour fire-rated corridors shall have 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 •. ~ection 3305{h). Show rated _ corridors, lobbies, reception or foyers cross-ha~ched on the floor plans. 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 ® f· +· r· r· 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 ar,ea 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 entry, note that it will be from the car side without special knowledge or effort. at the elevator readily openable a key, tool or Section 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 .,-.. ... . ,: f . ~- . ' 71. Submit plan showing location of all panels. 72. Submit panels schedules. 73. Submit electrical load calculations 74. Indicate existing main service size. 75. Indicate existing total main service load. 76. Indicate new additional loads. 77. Indicate wiring method, i.e. EMT, metal flex. 78. Show exit signs on the electrical lighting plan(s). As per Section 3313 and 3314 of the 1988 UBC, provide two sources of power to exit signs and exit illumination. 79. Provide receptacle(s).wtthin ·15• of HVAC units. UMC Section -509. 80. Provide multiple switch lighting controls per Title 24, 5319. 81. Provide an electrical plan for the alarm system showing compliance with criteria described under earlier correction number 58. MECHANICAL 82. 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. 83. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. 84. Detail access and working clearances to HVAC equipment. 85. 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 drain becomes clogged. Section 1205, UMC, 86. One-hour corridors shall not··. be used as an integral part of a duct system.· This includes the space above a dropped ceiling ~ithin the one-hour corridor. UMC _Section 706(b) ._ PLUMBING 87. Provide gas line plans and calculations, showing pipe lengths and gas demands, UPC· Section 1219. 1/23/92 88. Provide drain, waste and vent plans. 89. Provide water line sizing calculations. UPC Section 1009. 90. Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). 91. Show P & I valve on water heater and detail drain line route from P & I valve to the exterior. UPC Section 1007(e). 92. Show 1/411 per 1211 slope on drain and waste lines. -UPC Section 407. 93. Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. 94. 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 95. Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy design checklist. 96. 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 SUPPLEMENT Floor drains must Policy). have auto-prime (City A grease interceptor is required. Show details complying with City Policy 83-34. ~-Roof mounted equipment must be screened and V roof penetrations should be minimized (City Policy 80-6). @. Condensate drains must connect to a wet trap (dry traps are not permitted). (Memo 1/14/83). @ Show fans are duct type; City Policy does not permit ductless fans. 6 .. , r . ,, .; ··!.. . ~- :···, ,1d2: Romex is not permitted in industrial or { commercial buildings. (City Policy) ~ No wiring is permitted on the roof of a \:'.::7 building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) ~ All roof-mounted equipment shall be concealed l,:'.:7 from view. Provide structural detailing for the screening. ·· All panel boards shall have a mim.JDUIII 100 amp rating or approved by the Building Official. The minimum rating of a service disconnect is 100 amperes. The minimum -size conductor to receptacles and lighting fixtures in commercial and industrial buildings shall be #12 Cu. 1ds. AC(BX) cable is not allowed in group A, B, E, H f and I occupancies. {see Ord. for exception) Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use ·an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or insta-lled in new bathrooms. MISCELLANFX>US 1fc>' Please see additional corrections or remarks i...::;:; that follow. A'ii\ Io speed up the recheck process, note on this 1..:7 list (or a copy)" where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. b Please indicate here if any changes have been V made to the plans that are not a result of corrections from this list. If there are other changes, plea~e briefly describe them and where they are located in the plans. . Have changes l;>een made to the plans ·not resulting from. this correction list? Please check. ____ Yes _______ No 1/23/92 NOTE: The following provisions are contained in Title 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshal. 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. S-1. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 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. S-2. Note on the plans that approved floor-level exit signs shall be provided. This applies to A, E and I occupancies. S-3. 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 505{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. S-4. In educational occ~pancies, 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). S-5. Section 1807 should be reviewed for all high- rise buildings. S-6. 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 • S-7. If emergency warning systems are required, they shall activate a mea,ns of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. 7 l' ,, .·-.,, :-~~ I ... ' ; ,, .·,· "• ,, . ~; ..... ·-5. ···=.' .. :rhe jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, california 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding-these plan check items, please contact. ______ _ s vc..r-. .IL. .-.r _,,,,,,. _--L./...}_..::V:;_-;:...J./ __ rr_.;,__, c..,,,r;:;o~/---=-r l ______ at Esgil Corporation Thank you. Enclosures: 1. _______________ _ 2. _______________ _ 3. _________________ _ @ $ P~ f Y ~ LE 5H-G-M<.__ v1 /t1» 6$. ~ f LY V.-'-b-e--D L0...A.! J'V\~ S::,--V .DS , TA--6l£ "2-S:--~-I /-S AJ&=r A-fJ/JLlc.A--BCE. ~Urlc {)fl-5j>GG-/ F-'( J:..C.$.D # , @ . SffC-lFY /YJ t IJJ fv1UM 11/4--u fEJJ E;Tf...A-n l9-tJ p!>-12--f I AJ ~ De1-4/s-1 pee_ vFt-LL..S. (!is) /J!)::ff; &.4J fr...MJ~ ..,-H-1\-T v MfC.-1+ et:vu 1-rMtuT f'u+-=rF~ ..._. W I L-L tJ /;).. T BE;-US B.D Fo f2._ sn;>-1?-Ay& 't @) J3v I L,Dt IX::t .Tu S_p~ "1V V f3R.l FY €1 TE:H C.K-C-/)/.)Cf!-&Te S lA1:::::, &-IJ $1~ · 1/23/92 8 ·J., i> \• \ ' ,-,. •. "•'..: . ·.~ .,..:1 ::i '·' ... : :' i: .. ~.) ... . ·:;; ~-·, ,, . -. F •!;. ;, JURISDICIIOH: __ {!=-"A~tf...,G::..S~-<3...__A._~ ______ _ PLAN CBEC1 l«ltBER: __ 9.:..,...;;2;..._--'3=-C>_9...._ __ __,,.;;= DAn::. _ __.'f'-=,,...=---z_-9 __ z... ___ _ ~ GI.EH ADAHEK PLAN UIEOO'R: D . D----- 2,o C1 l) --,, 1£ ?",,. µ,c_r / ;.,,,:, r..:;. . Ar (' ;r..' ' :-:1 ., !~ ~' :• ' .. '• !', .JURISDICIIOH: _____________ _ PLAN CHECX IUIBER:, ___________ _ £ ~ov1,::Jtf 0,4-'T~I<.. t-.1 '-.JcE ~Z/N', (i At.. t!-~ '--"4· '7 / o ;.,H S 1-ra ,.., tA.J ~ 0Arrrrl... Jt)~~ &;. 5 t.-(. 111.~ S /4/,(""$;'-'t ~ ~ /Ji'? (j ~ s /)i%J (It-04er'd A-"t.r / t! 1J Cw7:.:'5 ,/ /Jt.t1"1/4Nl:J!,. AA J K) WA 7~s-t . . . ... ,, .. . . ;_: . - ·rnsoxcn:oo: Co..cl~6or, l'U.'>{~~: 92-30 9 . / Submit cocplctc clcctrica.l plans reflecting the full extent of work to be pcrforcied, including but not li:Dited to the following as applicable. ~ Submit co:nolete sc:-vice and foC!dcr one- ;· line diagr~. ?ID: 215-5. ~ Show ."the Available Fault Current (Isc) /'. £:-om · the Utility Co. and .:i.t equip::ic:nt where the Isc ex~ceds 10, ~00 .l..'!JpS. 0 Show the ~ere inter~pting cipacity · (A!C) ratings of service a.~d s~bse::vice ~~~ ci5o~ c!30\t5i-:cr 0,UPL.e..iE. 5. Show t.~e cethod used to l;i;::it fault cu..-:rcnts to 10,000 .-:i.::ips on br.i...~ch circuits. · Show fuse letters if used (i.e., JJN, A3T, L?N). Show fusc/brc.1ker sizc(s). XEC 240-6. Show cac.~ building disco:mecti.~g cc.ms. 10:X: 230-84. Show conduit and wire sizes. Specify wire type ::.nsulation (i.e. ':o!h'N). (/1.L or CU) 2il:C JXI: 310. Show the approxi:::atc lengt.~ o_f feeders: \ 11- SEJ:: ___ :r __ _ run:: 4 / \ / ~2. .,,I' Show location of Sc..-vicc{s) . /~. ?aX: 110-16, 230-2. ~-Specify di::lcnsions of cquipwent rated 1200 ~-;:ps or more. K!::C ll0-l6(c). ;/4 P::.-ovide the ::-equi::ed access a.~d entrance to working space for cquip::ient rated 1200 .'.l:lpS or mo::.-e a.,d eve::.-6 feet wide. 2{l:X: ll0-16(c). I'::\ She.,,. location of all -o..i..-icls, load V centers, switchbon:ds, .i.nd tr.:.nsfo:.:iers. ~ 110-16 240-24, 300-21. ¥A-NELS "t-,/\1 ~ 'E.?' ?'· P::.-cvidc the ::.-cqui::.-ed wo:-kinr. space .:.bo:.:t elect:-ical cquip::icnt. it::C 110-16. ~ Sub::iit co;:;olcte n~cl schedule{:;). \..:::J &-\..\e.'D, H,R.. 'M' ~'E.'t>' ·· '11(_ ?::.-ovide --ovc-:acurrcnt protection 0:1 the /" · scco:1da:.")' side. of t::.-a.-isfo:-.:ic=s. fil:C 2.ll-0- 21 :E:t., 3-S4-l6(d). C\ P:-ovidc. :::-cqui::.·ed t::a:1:;fo:::::c.:: vc:.til<lt::.on. ~ lID: 450-9. Provide ::.-ccep tc.c le ( s) within 2 5 ~}.C cquip:cnt. UW.: 509. P::.-ovide 'Che ~coui::.-cd 20 .:.:i:-o 1200 circuit(s) .::..~d =eccpt.aclc(s). 6(b)(c). fcc.t o! VA.sig:i .KEC 600- Show the grounding systc.::i · required for ,,4-· each building, st...'ilcturo, or service. l<EC • P::-ovide 11unifor::i11 pattern li&-11ti:.g 'n'ithin 250-24, 80(~), 81(c). si3ht of i::ultiplc switch li,chting @ controls. C.'.C :ritlc 21., 5319. Show t.~e "nearest elcct::-odo11 used for c.:-.ch .../ transformer second:i....--y ground system (i.e., /J-\-/here the exit systc.m sc::vcs a. total bldg. steel, cold water pipe). HEC 250-occupant load of: 26(c).E)t._?AIJO I-lo-re. Pt:1' E:o1'1'0~~0~ .i.iso _o::.-:1lo::.-e. Show c:dt _signs on T2.~~RME.it.. L.E.<::t~t, iO ~e.AO tJe.R~E!.'T C.W,P1Pc hghtini plan(s) at all :::equi::ed e>:it:; ,,( Show· the s::ounding electrode conducto::.-0~ Bl:l><:i S'1Ea.'' a..id specify either self lu::iinous or r size and wi::.-e type (JJ./CU). KEC 250-94. second power source (battery or generate:-). NEC 700-16/rJl'..,c 3:,11 •• vi Submit load calculations.· Include long b)l00 or co::.-e. Provide cin. l ft. ca.,dle /"" continuous loa.ds {LCL) an'd 1.-.:-gest motor .'.t floor level of emcrl'ency (e:-:it) loads. HEC ;.:ra:. 220. illu::iination and specify iecond power source (battery or gcnerato::.-)'. · m:c 700-. / Sh~w/;dentif~ _nC!w loads p:-opos~d for the e,::i.sting equ:i.p::ient. · ~ !ndicate cain sc::vice size a..~d total load. ~.,,/Specify wirin3 0cthods (i.e., EMT, Met..'.ll /' • Conduit). 16/tme 3313. .. My questions on elc~~l corrections plc.asc conU!.ct tho pl.m checker at ~seil Corporation .1t (619) s60~146a. you. .s!cE.. Tl4c A-TmCtl-e.-t-- 101os191 ·u ·-. ,, 11 ELECTRICAL PLA.?1 CORRECTION SHEET rn~ICI'ION: Cos:: \s bo._d WJ{ cm:cx ~= 9 2 -'.60 9 P'UJ{ rn: CHUCK MENDENHALL rf.GF.: 2. I 2. SD': T DAU:: 4' \ ' 92- ., . • _-:,.! : :_, , .... --:-. ;., ., ' ·:. . .. .. ·•. J I ·., •,: !I A. B. DISABLED ACCESS REOUIREMEN'!S FOR REMODELS (including alterations, structural repairs, additions, tenant improvements and occupancy changes) GENERAL Full access compliance is required for"remodels including: 1. Path of travel to remodeled area. (a) Parking (b) Walks (c) Hazards (d) Curb Ramps (e) Ramps (f) Elevators 2. Primary entrance to remodeled area. (a) Entrances (b) Exit Doors 3. Sanitary facilities serving remodeled area. 4. Drinki~g fountains and telephones serving remodeled area. REMODEiS LESS THAN $72,435 When remodels are valued at less than $72,435 access compliance may be limited to the specific area being remodeled when an unreasonable hardship is determined by the enforcing agency. 1. Staff determination of unreasonable hardship shall be made on Form HCA-1, which shall be filed in the project file. 2. When the required work outside of the remodeled area (1.a through 1.f above) exceeds 10% of the cost of the work to be done in the remodeled area, an unreasonable hardship shall be found to exist (criteria is staff guideline). 3. The unreasonable hardship finding may be by observation when obvious. Form HCA-1 should describe the obvious. ' ~ r • • ~ ·~!.;:___'~-.... ., ~--::.-~ •.. 2':_~·f:"::.:~··r." ·~C -r·· • 1.;. c. D. REMODELS $72 ,1.35 AND HIGHER When remodels are valued over $72,435 and specific access requirements cannot be met: 1. The law allows equivalent facilities to be accepted if strict compliance with the regulations would create an unreasonable hardship. 2. Access cannot be waived unless there are physical or legal barriers that prevent providing either full access compliance or equivalent facilitation compliance. When both access and equivalent facilitation are waived by the enforcement official, ratification is required by an Appeals Boa;rd. MULTI-FLOOR REMODELS: Exceptions and exemptions 1. Provisions for Upper and Lower floors: The Health and Safety Code Section 19955.5 says that, "In privately- funded multi-storied passenger vehicle service stations, shopping centers, offices of physicians and surgeons, and office buildings, subject to this code, floors or levels above and below the first floor or ground level are exempt from these requirements if a ramp or elevator is not available to provide public access to such floors or levels." 2. Health and Safety Code Section 19956 says privately-funded multi-storied buildings, th.at, "In floors or levels above the first floor or ground level are exempt from these requirements if a reasonable portion of all facilities and acconunodations normally sought and used by the public in such a building are accessible to and usable by disabled persons." D:\general\disabled.req . _r~--,··· -~~ . . ~. . .... ' . ..~ , ...... -,;,• :, ··;:.r-i:;.'::~·.;::: ,) ,,:.,:-: -~:.;:r TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction ~L,S:B:½:? Plan Check No. q 2. -8oq References to section numbers with prefix 11211 are to Title 24, california Code of Regulations, Part 2 (califomia Building Code), Prefix 11311 is for Part 3 {california Electrical Code). Prefix 11511 is for Part 5 {califomia Plumbing Code). Exemptions claimed for any item shall be .requested in writing and shall include all data needed to determine 11unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT 0 HANDICAPPED PARKING SPACES a. Provide handicappe~ sp_aces. 2-7102{~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. 2-7102{f) . g. If covered parking is provided, then a reasonable portion of ·the total numb~r of stalls reserved for the disabled shall also be covered. 2-7102(a) . ,. h. Entrances to and vertical clearances within accessible levels of parking -structures shall be 8 ft. 2 in. to any structural ·member, duct or pipe. 2-7102(g) 0 CURB RAMPS a. Curb ramps shall be located wherever pedestrian path crosses curb. {2- 7103(a)) b. Curb ramp shall' be 4811 min. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(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 1 in 12. 2-7103{d) e. Surface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent f. Border markings shall be 1211 wide of l/411xl/411 grooves, 3/411 apart, located at top and sides. 2-7103{h) 0 WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-710l(a) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 4811 m:u11.mum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/411 per foot. 2-3325(a)3 e. Gratings possible. are not 2-3325(b) allowed whenever f. At each gate or door a 6011x6011 level area is required when the gate swings toward the walk. 2-3325{e) g. A 4811x4411 deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 2411 clear space is required at strike side of gate or door. 2-3325(e) G PEDESTRIAN RAMPS \ F-}2.:eQtJ [ R-6D a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307-(a) b. The ma.ximum slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 4811 mmimum. 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) . . ., ., ' ·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 30'1 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 minimum. 2-3307(d.l) i. When· door swings onto top landing, minimum depth of landing r~quired is door width plus 4211• 2-3307(d.1.) 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 1 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 1-1/411 to 211 cross section, spaced minimum of 1-1/211 from wall. 2-3307(e.l) n. A 211 high curb or wheel guide rail centered 311 ± 111 above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. _2-3307(h.l). SPECIAL ACCESS LIFIS l. Lifts may be provided between levels, in r 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) . .f The lift platform shall be of sufficient size to accommodate a · wheelchair {3011x4811). 2-5107(a) f• There shall be a level and clear floor area or landing (6011x6011 ) at each level for access to ·the lift. 2-5107(a) l HAZARDS ;J.. Provide 8011 headroom from walkway / ·surface to any overhanging obstruction. 2-3326(b) (j) i Headroom of • maintained for etc. 2-522(f) 80110 minimum shall be walks, corridors, aisles, t• Protruding objects with leading edges between 2711 and 8011 above finished floor shall not protrude more than 411 into walks, corridors, etc. 2-522(f) f• Free standing objects mounted on posts between 27 11 and 8011 above the floor may project a maximum of 1211• 2-522(f) 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) ENIRAHCES AHD CIRCCJLA'IIOH ENTRANCES, DOORS, VESTIBULES AND CORRIDORS A. All primary entrances to buildings shall f be accessible to the handicapped. 2-330l(f) '6. All required passage doors shall have 3211 r clear opening at 90 degrees (3611 door~. 2-3304(f) d. At least one of a pair of doors shall / meet the minimum 3211 clear entrance width requirement. 2-3304(f) 1·. Threshold shall be no higher than 1/211 above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/411 • 3304(i.l) f- l Exterior level landing may slope up to 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 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) r/.. The lower 1011 of the door shall be of r smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(i.3) GBuild-ing 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) L At turnstile, provide an access gate, 3211 f clear width opening, within 30 feet of tUJ;Jl.Stile. 2-3304(i.4) I-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) ·~ ·.· :.: . :, r· i. 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) ,. The space between two consecutive doors (vestibule) shall provide a minimum of 48 11 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.1) . . · For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. FLOORS Floors of a given story shall be a col!Dllon level throughout or shall be connected by pedestrian ramps, passenger elevators, or· s pecial access lifts. 2-522(e) STAIRWAYS NO'.l:E: Only applies where disabled access is provi ed or required to other·levels. a. Treads exposed 3306(s) shall have smooth, rounded dges and be slip resistant. 2- b. Nosing s. 11 not project more than 1-1/2 in es past face of the riser below. 2-306(s) c. Risers sha 1 be sufficiently solid. 2-3306(s) d. The upper a preach and lower tread of each flight f stairs shall be marked with a con asting colored strip 211 in width. 2-33 6(r) e. On exterior tairs, each tread shall be marked as not above._ 2-!306{r) f. Handrails are equired on eadf side of staitway. 2-330 g. Handrails shall e located 3011 to 3411 above nosing,ext nd 1211 beyond top riser and 1211 plus tr d. width beyond bottom nosing and return d to wall/newel post. 2-3306{j.1). . h. Handrails shall e 1-1/411 to 211 in gripping cross sec ion and 1-1/'2.11 clear of wall. 2-3306(j. ) i. Approved st irway identification signs shall be loc ted at each floor level in all enclosed stairways in buildings two or more sto ies in height. The sign shall identi the stairway, indicate whether there is roof access, the floor level, and th upper and lower terminus of the stairwa • The information shall be presented us ng raised Arabic numerals and raised brai ·le symbols which conform to Section 522(tiJ3. 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. 10. ELEVATORS a. Provide clear \, inside elevator car dimensions as required by U.B.C. Section 5103{d) 6 and Title 24 2-5103{d.l). 1. At least one el\vator in buildings 4 or more stories\ in height: 8011 by 54", with a 42-.inch -side slide door. Applies only to:\ high:.rise buildings, A/E/I occupapcies, State-owned buildings, resi~ential care homes, hotels, motelx apartments and condominiums. 2. Elevator in bui dings more than two stories or buildings where disabled access is require~to upper level(s): 6811 by 5411 , with a inimum clear door width of 3611 , 3. Elevators other t.hlµl in (b) above serving less than Stoccupants shall have a minimum insid platform of 4 feet 6 inches by 4 fee 6 inches and a minimum clear door widt of 36 inches. b. Raised Braille marking~ and Arabic numerals are required on ontrol buttons and door Jambs. 2-5103(d.! SANTIARY FACJJ.JTTES ,1. TOILET FACILITIES ACCESS f· When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511.l(a)) f Doorways· shall • opening width. have 3211 2-511.1 minimum clear f· 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) 12, MULTIPLE ACCOMMODATION TOILET FACILITIES d.. Provide clear area 6011 / high -or clear space 5611 high. 2-511,l(a) diameter x 27 11 X 6311 X 2711 •., _,, ·=· .. ~- '· -::- " .. ..... Doors (other than handicap. compartment) are not to encroach more than 12.11 into above mentioned clear space. 2-5ll.1(a) @,Provide a 2811 clear space between water ·closet and fixture or 3211 clear space between water closet and wall. 2.-5ll.l(a) @ A 4811 long clear space is front of water closet. space is required when co1DPart.ment has a side door. 2-511.l(a) . required in A 6011 clear the toilet (§) Water closet compart.me~t door to provide 3211 clear 'width for end ent,u and 3411 cleax: width for side entry. Door to be _self-closing. 2-Sll.l(a) r· SINGLE ACCOMMODATION TOILET FACILITIES 1. Water closet shall be located 2811 from a fixture or 3211 from a wall. 2-Sll.l(a) !. Minimum clear space in front of water { closet shall be 4811 • 2-511.l(a) t-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) @ GRAB·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 1-1/411 to 1-1/211 in diameter with 1-1/211 clearance to wall. 2-511.l(a) @ Bar fasteners-and mounting support shall · be able to . withstand 250 ·lbs./ft. in · bending., shear and tension.·· 2-511.l(a) @ WATER ~SET G) 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 flush valves shall be mounted on the wide side of toilet areas, no more than 4411 above the floor. .5-1502 The force required to activate controls shall ·be no ·great·er than 5 pounds force. 5-1502 @ URINALS 0 Where urinals are provided, the rim of at least one shall project 1411 from the wall and be located 1711 maximum above floor. 5-1503(a) -Q The force required to activate the flush valve shall be 5 lbs. maximum and located 4411 maximum above floor. 5-1503(b) f• Provide 3011 x 4811 forward approach. clear floor space for 2-511.l(b) G LAVATORIES Q Provide 3011 x 4811 clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) 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) (v Hot water and drain pipes under lavatories shall be insulated. 5-1504(1>) '@ Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-l504(c) l;0 If ~elf-closing valves are used, they lY shall remain open for at least 10 seconds. 5-1504(c) @ TOILET ROOM ACCESSORIES -Q Mirror bottom edge shall be located 4011 maximum above floor. · 2-511.l(b) .· ~ Toilet tissue dispensers shall be mounted within 1211 from the front edge of toilet seat. 2-511.l(b) @ Operating parts of dispensing and . disposal fixtures (towels, waste, coin slots, etc.) shall be within 4011 of floor. 2-511.l(b) ~SANITARY FACILIIIES IDENTIFICATION @0n doorways leading to sanitary facilities 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) . ,· ,. :.•, ,. \~ .. ; ,, .:;· :k ,. 21. BATHING FACILITIES 1. One such facility shall comply when provided for the public, clients or employees. 2-511.l(a) 1. Shower compartment shall be 4211 wide, 4811 deep., with a 3611 wide entrance. 2-511.l(a) f' Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-5lla-9., 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. GENERAL REQOIREliEHIS +. DRINKING FOUNTAIN r• Drinking fountains· shall be within alcoves. The alcove shall be not less than 3211 wide by 1811 deep. 2-511.l{c) / • When the enforcing agency determines that it would create an unreasonable hardship to.locate the water fountain in an alcove, the water fountain may r· 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 t,hat it is clearly identifiable by a blind person using a cane. The minimum 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 "'.all 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.· mil)~ of 32 inches clear between the wing walls~ . Note on the plans that_.drinking fountain shall conform to requil;'ements of Sec. 2-5llc and 5-1507. ii. PUBLIC.TELEPHONE ;/• Provide space 3011 x 4811 for forward or ( parallel approach to· telephone. · 2-511.l{d) i. Note. on. the plans that public 0 telephone r shall conform to requirements of Sec. 2-511.l{d). ® · ~CIRICAL REQUIREMENTS . t. 15., 20 and 30 amp receptacle outlets shall be installed not less than 1211 above floor. 3-210-50(e) · Center of switches shall be located not less than · 3611 nor more . than 481.' above the floor. 3-380-8(c) @ PLUMBING REQUIREMENTS @ 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 wrist (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 25. AUDITORIUMS, ASS LY HAILS., THEATRES., ETC. a. Seating and oilet facilities for the handicapped s 11 be accessible from the main lobby or p ilnary entrance. 2-6ll(b) b. This structure equires -----,----wheelchair seat g spaces. In theaters and auditori the seating shall be provided in av iety of locations so as to provided a ch ice of admission prices. 2-6ll(b) c. Each wheelchair pace shall be 6011 x 3011 and level. 2-611 b) d. When the seatin capacity exceeds 300., the wheelchair s aces shall be in more than one location. 2-6ll(b) e. This structure req ires-----::-=---seats for semi-am ulant persons. Clear leg space shall be t least 2411 • 2-6ll(b) f. Stages., enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sale facilities shall be made accessible. 2-6ll(b) 26. STADIUMS, GRANDSTANDS.,. BLEACHERS, PAVILIONS, GYMNASIUMS a. This structure quires .. wheelchair seat·. g spaces. In theaters and auditoriums the seating shall be provided in av iety·of locations so as to provided a ch ice of admission prices. 2-6ll(c) b. When the seating capacity exceeds 300, the wheelchair aces shall be in more than one location. 2-61l(c) c. Ticket booths mu t be accessible from both sides. 2-611 c) d. Participation areas such as ball courts, exercise rooms, tacks., and clubrooms must be accessible. 2-6ll(c) e. Spectator and part locker facilities requirements of Chap 2-6ll(c) ipant sanitary and t conform to the er 2-5. .. -~ :, ·.I ·i t" •!- ' -~ :.:-:: I' •,! :, -:-:. 27. DINING, BANQ AND BAR FACILITIES a. Access s 11 be provided at primary entrances. 2-61l{d) b. Wheelchair access ·shall be provided to all areas were each type of fW1ctional activity oc urs. 2-6ll(d) c. This facili requires wheelchair s ting space-s-• .....,2'""-..,.6-=-1-=-1,...(d...,):--- d. At least shall be banquet and e wheelchair seating space rovided for each dining, 2-6ll(d) e. Access to wheelchair seating spaces shall: be pr vided by 3611 minilllum clear width main a sles. 2-6ll(d) · f. Cafeteria 1 · e aisles shall be a minilllum of 3611 clear width. 2-6ll(d) g. Access to ood preparation areas shall comply with provisions for entrance doors and d orways contained.in Section 2-3304. 2-6 l(d) h •. Restrooms an powder rooms shall conform to the requ rements in Section 2-511. 2-6ll(d) 28. RELIGIOUS FACILI IES a. Sanctuary ar 6ll(e) shall be accessible. 2- b. Provide --...... ---wheelchair seating spaces in the sanctuary. Use Section 2- 6ll(b). 2-61 (e) c. Provide whee hair access to raised platforms, ch ir rooms, choir lofts, performing eas and other similar areas. 2-~_ll( ) d. Assembly areas alorig with enclosed and W1enclosed pla orms and -s~ges shall be made accessible. 2-6ll(e) ·· · e. Sanitary facilit es shall confol:IJ! to the requirements of pter 2-5. 2-6ll(e) 29. ASSISIIVE-LISIENING D a. Assembly areas . with permanently installed public ddress syst8J!lS (other than exclusivel for paging or background music , shall · provide assistive-listening systems for people with hearing impai ents. 2-6ll(f) b. Since the capacity o the ~sembly area exceeds 99, this fa ility requires __ personal receivers to be available on request. 2-6ll(f) c. If the system provi ed is limited to specific areas or sea , then such areas or seats shall be ~~~ a SO-foot . viewing distance of the \o>emng area. . d. A sign sha11J be posted in a prominent place indicat ng the availability of assistive-list ning devices. The sign shall include e international symbol of deafness and wording that states 11Assistive-list ning System Available". 30. Group B occupanc· s used for assembly pµrposes but having an occupant load of less thah 50 shall conform to all the requireme~ts for Gr up A occupancies covered in Section 2-611. -712(d) 31. SALES FACILITIES a. General sales, di play and office areas together with r lated toilet rooms must be accessible. 2 712(b) b. Sales employee erk stations shall be located on access· le levels. Employee work areas shal be accessible to employees in w eelchairs, and the customer side of sales or checkout stations shall be ccessible. 2-712{b) c. This facility req ires-----check stands accessible to the physically handicapped, bas upon 1 for 8 checkstands or les 2 for 9 or more. 2- 712(b) d. Where quick checks least one shall be 2-712(b) at e. Check stands shall be made accessible by providing a 3611 a sle on the customer side of the stand. 71-2(b) f. Accessible check stands shall be identified by the In ernational Symbol of Accessibility and hall state, "This check stand to be op at all times for handicapped/physical! disabled customers". 2-712{b) a. Where fitting/dressing rooms are provided for male or female customers, one for each type shall be usable by the physically handicapped. 2-7-12(b) b. Minilllum dimension of ro m shall be 6011 x 6011 • 2-712(b) c. Bottom of the mirror shall·be located within 2011 of the floor. 2-7-12(b) d. Height of clothing hoo shall not be greater than 4811 from the loor. 2-712{b) .;, ' f.. t ·1 .. t ··: GROUP H OCCOPAHCY ~ 33. a. Accessible s itation facilities in all Group H Occup cies shall be provided as specified in pter 2-5. 2-913{a) b. Accessible and levels shall comply with e requirements specified in Chapter 2-5. c. Employee work by means of a 36-inch minimum aisle width, and a 32-inch minimum clear opening door wid 2-913(a) ADDITIONS, AU:ERA:r:IOHS AHO REPAIRS IO KXIS'IING BUILDINGS. {2-llOA(b)ll) ~ The area of specific ··addition, aliera~ion V and/or ·repair, shall comply with the provisions of Title 24. Additionally: (9 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. J.. Existing restrooms, water fountains, and r public telephones which serve said specific area must be shown to be accessible to and functional for handicapped persons. I· Info:rmation regarding hand-icapped accessibility shall be posted in lobby per Sec. 2-522. ...--------------------- 12/29/89 :, ',t" .;~ I; . ' -~ .i •: ' ., ,, ·-·.• } '( .. . . . DOCUMENTATION OF UNREASONABLE HARDSHIP , , ,. Job Address _________________ Plan Check No ________ _ owner Date ____________ _ It is requested that the above named project be granted an exception from the reguirements of the State of California Title 24 handicapped ·· accessioility provisions, as specifically noted below: 1. EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXEMPTED 2. The cost of all construction without excepted items, is: ______ _.;., 3. The impact on financial feasibility of the project, if the requested exception is not approved is: --------------------- 4. The facility is used by the general public for t~e purpose of: ___ _ 5. The exceptions being requested will not penalize handicapped accessibility as equivalent facilities are available as follows: --- 6. Exceptions requested, and data provided, by: . ADl.)RESS . SIGNA'£URE '£ELEPHONE ·Department Use Only · Findings and Dec-ision of the Enforcing .Official: Signature of Enforcing Official Date HA-1 010190 -·· ., ·• ·., ., _; ~, .. .. ·. REMODEL OR TENANT IMPROVE~ENT CONSTRUCTION VALUATION ·!' . . _, ... The Building Official is mandated by State law to determine the value· '1 of work proposed in each application for a Building Permit. The value to be used, shall be the total value of all construction work for which the permit is issued as well as all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevators, fire exting- uishing systems and any other permanent equipment. Uniform Building Code Section 304 (a) *********************************************************************** APPLICANT PLEASE COMPLETE SITE ADDRESS PLAN CHECK NO. ------------------- DESCRIPTION OF PROPOSED WORK -----------~-------- AREA OF D REMODEL ·o TENANT IMPROVEMENT D ADDITION PROPOSED WORK INCLUDES: NEW SUSPENDED CEILING D YES D NO ·, NEW HVAC 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 ESTIMATE BEEN RECEIVED FOR. THE PROPOS.ED WORK? [ ]YES [ ]NO ITEMIZED COST ESTIM.~TE IS ATTACHED (.] 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 PERMANENT EQUIPMENT IS:$ ------ THIS VALUE IS -BASED ON: 0 DESIGNER'S ESTIM.~TE' 0 CONTRACTOR'S ESTIM.~TE 0 OTHER, DESCRIBJ;': BASIS _____________ _ THE ABOVE INFORMATION IS TRUE AND CORRECT 0 APPLICANT 0 DESIGNER 0 CONTRACTOR ********************************************************************** PLAN CHECKER.USE ONLY THE VALUE IS ACCEPTABLE c:'.J YES D NO _AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION VALUE. . . 0 YES O NO BY: -----------------DATE: ----------------- 4/22/85 ·.·'; .. ~: '!!" ... ", .. ~ ~;. .,. ·:. Page 1 of 2 Remodel Or Tenant Improvement Information form Plan file No. _______ _ Jurisdiction;..,_ _______________ _ Project Address _______________________ _ Date _____________ _ REl'lX)EL OR TENANT It1'ROVEt£NT BUILDING CCDE INFORMATION REQUIRED PRIOR TO PLAN SUBMITTAL In order to complete a plan review of a remodel or tenant improvement within an existing building it is necessary that the information in Items 1-11 be provided or the approved plans be provided for the existing building. *•••••••••••••••••••••H-1-**********"****ll••••••**"*-**""l•ll•lll•ll-H-*¼-**¼H--*+H-l******H-H-H-*¼ICll•ll•1•111•1 1. Circle the exis~ing type of construction for this building: 2. 3. 4. I, II-FR., II-1.hr._, _II-N, III-lhr., III-N, IV., V-lhr., V-N Does this building have :fire sprinklers throughout? Yes No Does the proposed project cre9te a change in use or occupancy classification? Yes No Describe the previous use·of the project area Describe the proposed use of the project area Existing Building Area ________________ Improvement Area ____________ _ 5. How many stories are in this building? ________________________ _ 6. 7. .8. 9. 10. Wi-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 Existing lighting Yes Yes Yes Yes Yes Yes No No No No No No If "YES", see 1110 below If "YES", see 1110 below . \-!hat is the approximate date that construction of the existing building was permitted? ---- Er£RGY CONSERVATION Which 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 "YES", see 010 below HAN>ICAPPED ACCESS FACILITIES Which of the following has been approved for compliance with the handicapped access standards of Title 24, CAC: Parking & access to the building Building stairs & elevators Yes Yes No No Building entrance doors Yes Existing public restrooms Yes Er£RGY DOCll£NTATION a. Remod~ls to existing··conditoned spaces require that a for~ Cf-1 (attached) be completed, signed and imprint~d 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. 12/16/87 No No .. , ,; \I ,,!A< ., :-.. - •' ;, ·, .: ' Page 2 of 2 11. ~ a. Plans sh~ll 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 increased live or dead loads are proposed the structural plans details and calculations shall be provided and shall be signed by a California licensed engineer ~r architect, d, If electrical system revisions or increased electrical loads are needed provide electrical plans and specifications showing location of panels, panel-schedules, existing service size, existing building load, additional loads, wiring method, exit signs and emergency lighting when· r_equir.ed, e. If plumbing revisions or additions are proposed provide plumbing layout, details and specifi- cations, Include sizing calc~lations 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 ________ -____________________________ _ :I ., .. i ., { ., ' !~ J !: ; Jurisdiction CARLSBAD Dates 4/21~?- Prepared by, $ y E:P ~ VALUATION AND PLAN CHECK FEE o Bldg. Dept. 0 Esgil PLAN CHECK NO. 'f 2--B>a CJ BUILDING ADDRESS zzqz_ f?:l:z4tpA-y . APPLICANT/CONTACT ~~+ BUILDING OCCUPANCY t7_...z_ TYPE OF CONSTRUCTION V -N A-1/G PHONE NO. _______ _ DESIGNER PHONE I ------ CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER f'&:JJ JJ A-NT J:MP 171/0S-2-/ 84> s. S-o.S:- / .. . Air Conditionin~ Commercial @ " Residential (a .. Res. or Comm. Fire· Snrinklers @ .. Total Value 3ffl~~DS- le-Jo ,sa Building Permit Fee.$ ';:.It -------------------""'-------. £32. Plan Check f" ee $ $ /!}21) -----------------------~------ COMMENTS._:------~---------------------- SHEET __ OF 12/87 :·-:, burkett & wong {j engineers & surveyors 3434 fourth avenue • son dlego. ca. 92103-4911 • phone (619)299-5550 qJ-Yq r, I MEMO -LETTER SUBJECT l $If fHfrlU'1kCEVTICA-LS f.vl l-1> I Nb-22-11- Meu/ · t. f Ur'ffDtt-M /r1)PITTON .- e,Ju..o~eo f t.e-k:Sf f1t1P t2-cof1EJ OF c1-1.:ee-r S·l ~I'-Ju~J~ f~)s:q-kNP kN>kletl:r 11' ~ e..o~OAJ t-re-M s II~-? I{".-~ ~. ~r: #.- c..c... ' ' -' . ' . . , . . . ~, . ' • • > • ~ ... ' ' • • • • A . . POOR . U · LI i I I L ,,· .. ~;~ 0~~~ . . • ,.(""'Q. ...... 'lr#f • .1i,~l,.Q'\I, G'-7.1£."1 ,,,ua.».a~-..,6,.J.Vil:ll1 ~J.1.U ' · · ' • . , ,! : , . ,4; San Viego, Cdi£ornia 92123; telephone ~ -· .-·~--:·.~ :e,_· '.'· ·. . . , _ · • ,. • .-._ : ... _. , · ... :. ·.-. 0. 't 619/560·1468, to pe.rf'om th8 plan dleck for YQ\U.' · ·' · · · ·. roject. It you hAve any questions r~gu4ing these ! .· • lM ~eek items, plea.sa c0ntac::t _ . s Y£3:J:::> ~ at ~&it Corpora.Uon !hank you •. En<:losun1·: . ... .. "'· 1. ___________ _ 2--------=-------3. _____________ _ .... . . ~ ' . ' ; ~ : .. . :-= ·! :/-~. :; '• ·. ' ,. . ' j- .' ..... -,.._ ~-...... ------------·,/.-,·· ; ... ·::·.,,: ·.: ·' . ~ :··-~'\• -~---------------, .. · ... •, :·-_:-..· i_· ,•.:.·. • ·= • __ .,....,... ____________ _..:;-:. : ·" :: .·. ·,·:···.· ,· -~ .... --------------.·-; :, : r··... . · .. : .... 0~;;;---$-p€G.(-~-Y-kt.--~-;;;-L-E--S.~--, -:~-~,;;.w-~ Es--F-t:.¥?--_-f-Ly-~--g-;-(9.1,..J-~·--~ · · ;'V\~ $.;r1I p~ , TA-5l-f: "2.S--¥--I · IS AJ/rT A-f>l7Uc./r-B(.£. C-A-t..c.dl.A$ IJ.f!-$fB:AFt :i:.uo :#. -sec i.:.cio· ~ t , 1s-f / lrmtCfte-1>). 5fft::-.tFY /Y1 I A.JI MUM I~ v ff!.;1..J ~nth.I f-6)./L'" 1' JI.JS, . i:xf:r 4/S-J , feL CA-I.Ls . -Y£S, I V4,-' MJrJ ,···f?!t11/. fJfiJ JJt:c·rifie~ 4-/5-I (ffJtl:~~~'~) <@] IJME; ~==f,Url.JS-T'l+1r1 11 ~~ :::eQUtFMtLJT pUi:fj~~ :~~:-.,. w /u_. IJ&I.T Be t.)$€:1:;;, 12-sro~". _. ,:ec /1/f}·'ti:= -# 14-.(AiWt(?j I lb f3..v I L, D .:tJ.J eC;;r'f)-IL T%> \I eP-...J F-. 'f;:' TH1 C.t:... ~ . . . s~ f,.).-,J s 1-re , -: )f?E r,Ji2 rt:= -:11=;1r I MJ/J.,ElJ) ~ s.ee:-1'/$1 · · .... \ / ',' .. . . . : :·) ··. ( ,) . . '/•. . . . . • :!i,-·=· . .. : :\ .. ' ' . . ·.-· ., !· . • .• j •• ________________________________ , __ l/23/97. , f . -.. _ j. ............. _, ___ ._:·,...; ... ...,:..--~ ..... _, -···· . , ... ~. :.-,.. !:· -~-. . / International Conference of Building Officials RESEARCH COMMITTEE REPORT Filing Category: DESIGN STUD PARTITION A.:.\1J JOIST SYSTEMS ANGELES :\fET AL SYSTE:\IS 4817 EAST 'SHEILA STREET LOS .AN-GELES, CALIFORNIA 90040 I. Subject: Stud Partition and Joist Systems. II. Description: A. Load-bearing Studs: The load-bearing studs are punched and roll-fonned in various depths of steel with the following· base metal thicknesses used in design . . 0209-inch base met:tl thickness, No. 25 gauge per ASTM A568 .0377-inch base met:tl thickness, No. 20 gauge per ASTM A568 .0478-in~ base metal thickness, No. 18 gauge per ASTM A568 .0598-incli''base metal thickness, No. 16 gauge per ASTM A568 . 0747-inch base metal thickness, No. 14 ~:;-auge per ASTM A568 Steel is hot or cold rolled or 2alvanized sheet. Galvanized sheet is of base metal thickness indicated with coatin2s per ASTM A525. Section designa- tions. section properties. steel grac!cs. etc .• are set _forth in Tab_le No. I. Shape configurations. web punchouts. web and stiffener det:ul (wher required) are shown on Pb.re No. I. pages 6 ~d 7. B. Nonload-bearing Studs: The nonload-bearing studs are roll-fo ed and punched out of .019-inch base metal thickness. "KB" Series. ith coatings per ASTM A52.5: :md out or .0478-inch base metal thickness. 18 gauge per ASTM A568 ... I 8 LS Series." and are manufoctur in various deoths and 2rade of steel. section properties. etc .• as set for h in Table No. iI. Shape coniigur:mons and web punchouts are shown on Pl te I. page 6. C. Double Joists (Double Channel Studs): Double Joists (Do ble Channel Studs) are roil-formed and punched out of No. '18. 16 and 14 g uge material and are manufactured in various depths and grades of steel. Sec · on designations. section propernes. steel grade. etc .• are set forth in Table o. Ill. Shape configurauons and web punchouts are as shown on Plate No. , page 7. The base metal thicknesses for No. 18. 16 and 14 gauges shall be a set forth in Paragraph A above. D. Joists with Stiffened F1anges (FJ and XFJ Series): FJ and XFJ Series joists are roll-formed in various depths and metal thicknesses. For :-Io. 16 and 14 gau12:e, the base metal thicknesses are as de- scribed above. Additional sections are as follows: .105-inch base TT}etai thickness, No. 1.2 gauge per ASTM A568; .135-inch base metal thickness, ~o. 10 gauge per AST.M-A568. Steel conforms to ASD.1 A570 with vield stren12:th increased to 50.000 psi. Section des1gnauons. section properiies, etc .• are set forth in Table No. vm. Shape conrigurauons are shown in Plate No. 1, Page 7. E. Joists with Stiffened Flan~es (HDJ Series): HDJ Series joiscs are roll-formed in various deems and punched. The base metal thickness is the same as for the load-beann2 studs described above. The steel conforms to ASTM A570. Grade Dor isnt A446 Grade C with galvanized coatings. in accordance with ASD.1 .-\5!5. Section designations. section properties. etc .• are set forth in Table ~o. VIII. Shape configurations and web punchoucs are shown on Plau: I. page 6. F. Runners: Runners for stud partition construction are of equal miue- rials and thickness as the sruds and :ire rolled to widths equal to the depths of rhe studs. Runners less than .0377 base metal thickness are rolled with I 1/~- inch legs which are hemmeci ! ·, inch. Runners of. 0377 base metal thickness and rn::uer are rolled -..ich l-inch-hi12:h legs with no hem. Runners are formed from galvanized s~i. or hot--or cold-rolled steels conforming to U.B.C. Standard. No. 27-1 • .nmirnum yield strength. 33.000 psi. - G. Allowable Nonbe:ari!l2 Partition Heights: Allo\1.-.ible nonbearing panition heighcs using prooerncs of the steel studs only. are given in Table No. IV with brittle fin!SOCS md Table No. V with flexible finishes. The ··ss .. Series studs are fabnc::ued from No. 25 gauge steel. H. Composite Nonl>ea.ring Partitions: P:irtitions fabricated with .. SS .. Report No. 1715P December, 1979 Series studs ha\ing gypsum wallboard applied to both sides in accordance with Chapter 47 of the code may be installed to the maximum partition heights set forth in Table No. VI. I. Steel Studs Used as Ceiling Joists: Steel stud sections of "_SS" and "20 _HDS" Series, complying with the sectional proper- ties set forth m Table No. I, may be used as ceiling joists with allowable spans as permitted in Table No. VII. J. HDJ, FJ and XFJ Series Joists Used as Roof and Floor Framing: 1. .-\.llowable span lengths for simple span and two equal spans havin~ Yarious spacings, dead and live loadings are set forth in Tables ~ ·, , , , , a n lengths ~e based on Bexu deflection criteria . 2. Sheathing Attachments: a. Sheathing used as a dia ragm shall have allowable values and shall be fastened to the top fui ~s of the joist and perimeter framing members as follows: ) 1. Plywood of species and structural designation required by the. Uniform Building Code for the joist spacing and loacls U!ied.\' Fastener spacing shall be in accordance with Research Reoort No. 2403 with the following common nail enuivalencies; i. Any common nails listed and self-drilling screws: No. lO Phillips Bat head, zinc-coated screws 2% inches long for 1 ½-inch plywood; No. 6 Philli s muhet head. hos- phate-coated screws "i'o incn ong for ~-and ,-:?-inc plywood. ---/ ii. Eight-penny nail listed and hardened steel screw nails: The collated hardened screw shank nails shall have 1. minimum shank diameter of 0.120 inch with diamon points. The screw shank flutes of the nail shall bl'gin ½ inch maximum distance from the underside of the na · head and continue to the top of the nail point. Thl' nail are driven with a pneumatic device for the attachment subflooring directly to 0.0747-inch (No. 14 gauge or Jes. steel Boor joists to provide a minimum penetr-.i.ti through the steel floor joists of % -inch. Nail ~pacing f r plywood is 6 inches on center at panel edges and hou ary members and 12 inches on center at intenne<l· te supports. For No. 18 gauge floor joists, an approved ad- hesi\'e shall be use~ with the nails, hut where ad ~iYe is u.<ed. it is not considered as increasing the s tura.l C3pacity of the system; 2. St Roof Dec . roof decks may be used • acc:or<lance with earch Report No. ~ o Set.tions described therein eners as manufac d by BUILDE.'( Divi- sion of .Illinois Too , w1 joist gaugrs equal to or greater than the gauge of the deck to be attached. b. Sheathimr not used as a diaphragm shall be fastenl'd to the top flanges of the joists and perimeter framing members as follows: 1. Plywood -screws or nails with adhl'sive where required as defined above, of types described above, at 12 inches on center maximum. 2. Corrugated steel form deck -Xo. 6 cadmium plated screws -.t indi long_ at 12 inches on center maximum. 3. Framing· Details: a. At interior and end hearings, jobts with unreinforced weos shall be restrained from end rot1tion hv con- finement by ~teel blucking or by continuous steel channel ;ection screwed to top and bottom flanges. b. At interior or end bearings, joist with reinforced webs to preYent wee cnppling, where required, shall be reinforced by one oi the folio~ l5ee Table ?\o. VIII for allowable reactions): l. Piece of joist section of equltl gauge and depth to joist for length of bcanmi ...,;m two No. 12 bv -1/,-inch-!ong screws anached web or wcidea to v.d, ne:ir top and boaom rlangc -per det:Ui. on page 2:!. Page 1 of 22 .... < < c..r. ?· 41., DATE ------'------ ENGR _____ k.;..4_\'--•-' __ PROJECT l~r-~ burkett ~ &wong W Af-I)__,. a . structural & civil engineers ..... ._..\f'\.. SHEET ___ _,_fa __ • ___ _ JOB NO I!--4,-??(!). ' .... ~E i:z4 -CJ4e ·o / •"\ j' ' ,._ ( / (,. i) 10/D --=-nc.-\..l (_~( I 't-u l ~ BUILDING PLANCHECK C C C H H H E E E C C C PROJECT ID: ENGINEERING CHECKLIST ~ ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION · _ ITEM SELECTED ·~c:; LEGAL REQUIREMENTS site Plan l. ' 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 dimension setbacks. I ~DD ~D 2. 3. Show on site plan: Finish floor elevations, elevations, elevations of finish grade adjacent building, existing topographical lines, existing proposed slopes, driveway with percent (%) grade drainage patterns. Provide legal description and Assessors Parcel Number. pad to and and ~D Discretionary Approval Compliance 4. No Discretionary approvals were required. DOD 5. Project complies with all Engineering Conditions of Approval for 'Project No. _______ _ DOD 6. Project does not comply with the-. following Engineering conditions of Approval for Project No. ________ _ Conditions complied with by: ________ oate: ___ _ Field Rayiew / lZIDD 1. Field review completed. No issues raised. DOD 8. Field review completed. The following issues or discrepancies with the site plan were found: Site lacks adequate public improvements DOD A. DOD B. Existing drainage improvements not shown or in conflict with site plan. DOD c. Site is served by overhead power lines. P:\DOCS\MISFORMS\FRMOOI0.DH REV. C11.n:1/91 • DD D o. Grading is required to .access site, create pad or ·provide for ultimate street improvement. DOD E. DOD F. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: ______________________ _ / lEJOD Dedication Regyirements 9. DOD 10. No dedication required. 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. All easement documents must be.approved and signed by owner{s) prior to issuance of Building Permit. The description of the dedicat.ion is as follows: _____________ _ Dedication completed, Date _________ _ By: __ _ ~/ Improvement Requirements . [2] DD 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction ot the city inspector prior to occupanc;y, Public improvements required. This project requires construction of public improvements pursuant to section 18.40 ot the City Code. Please have a registered Civil Engineer prepare approp~iate 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, Oata: ________ by: ___ _ P:\DOCS\MlSFORMS\FRM0010.0N REV. 02/27/91 ~ CJ O D 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section iB.40 of the City Code. Pl$ase submit a letter requesting deferral of the required improvements together with a recent title 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. ODO lJa. /_' GZl DD 14 • DD D 1s. Future Improvement Agreement completed, Date: _____ _ By: _________ _ 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 / [2]00 DOD DOD gJOD I CZJDO 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: _________ ~---------- Sawer 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. P:\00CS\MlSFORMS\FRM001O.ON ltEV. 02/27 /91 l ~.ooo 21. Industrial Waste Permit is required. Applicant must _ complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: _________ By: _____________ _ Fees Required D N/A 21. Park-in-Lieu Fee Quadrant: ____ Fee per Unit: ______ _ Total Fees: __ 23. Traffic Impact Fe~ cJllTSLPC. C::f r__., Fee Per Unit: 4/';,7:::,l /k'()f X l W Total Fee: :b 3q{)/.J) .. - Bridge and Thorough fare Fee o N/A 24. Fee Per Unit: _________ Total Fee: ____ _ D lJ/A 25. Public Facilities Fee required. D 26. Facilities Management Fee Zone: ____ S __ . ___ Fee: l~,JC1rt::....,1 27. Sewer Fees Permit No. Sf:Cf'Z.(1)7-,{c, EDU's,3,lit::-'D,f 1'< i0{0 BenefirArea:~~·x·7:::/ i, Ql'6 ~('J_f Fee: ~'74\t'?,..2.S ?l-2..\,0'; :'t7q012:Z 28. Sewer Lateral Required: ____________ _ Fee: _______ ___ ) • • ,. l .. i, i . Ir vt -~ itU rue, i.r,.. ,cc. /' t I c=. c7 Q{ 11. L.rnc-.-o~t:.ttf' 'l.:.Cl b•f e-rn.pJDye:.6$...:::!-!?rt I c .... p _,) l~.-~~,-t (n..:u?f'h'c,-i.1 l;•.t,1 c:.~t, r-o::-rnJ olbff:.At::Jr~ /; 14-'l~L_ c..l'lP.~t (;htll ,t-r,; .tt i:-:.L t (r() /4-u __ ~_h_i( _ _;/ __ c ___ )ti __ · _____________ _ l71-lc1 ·~ \l,. 'J 40/ -:-&_._.1_q....;.u_.,''2_m~'------~-------- I ~ -'itJv) -(c{f(c1 .:!_ --2P/4'+ rh ,r,E) /.?J {.C,Vl'(+r;,A +ce0r\ \Nh.r.,l _;-'ID o{fic( • -\ ISSUII PBIUIIT . DATE :_4......,--__ 7...&.-Cj_Z. __ _ I r::;:.,-1 ' ' 1 J ?'II =C,:;:j -r:::--r-; 1 l t--v--,___, 'l ,~~{ ... ,!,, i1L f,..{-\ ~ -9-, (W() \ ,-_ I--·--• t ,:_--:.-:.--._-:,,,-'>./-' (_, ,-r-, P:\OOCS\MISFORMS\FRM0010.DN V ,·· -I ,-:.,1··1· I I-. ·-I \\J '· , , ~ --·'"':, ·~. I f\ [::-:::.1_,_:. (_ I -::, ' JI ,.J, '-~ / .' ..::. . -~ I V -- REV, 02/27/91 t C\J ~ I j '-0 '::::,-- f\j .____ l ,1 r-, "' u u ... ... Ill Ill Q Q ~Iii >,. t ..0 • N -..,,,,, ..,,,,, ... ... u u .c .c u u C: C: Ill Ill a. a. u ... Ill Q t "" -..,,,,, ... u &. u C: Ill -a. PLANNING OiECKIJST Plan Check N9. </Z-Jo 9' Address 2c 't'c. Y/J{U\f>ff Planner _VAJ lyre c,b ----=--Ph--o~n ..... e ~43;.,;.8.;..:;;-1~1-6-1-ex_t_. -({J-~-c---- (Name) APN: z I 2--06 I-3 I Type of Project and Use / J11Pt1£11?111 l-1-I; Zone CM Facilities Management Zone _ .... S: _____ _ Legend I]] Item Complete 0 Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified nf'o O Environmental Review Required: YES _ NO X. 1YPE __ _ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _______________________ _ ~ Discretionary Action Required: YES _ NO J4. 1YPE __ _ APPROVAL/RESO. NO. __ _ DATE: _____ _ PROJECT NO. ___ _ OTHER RELATED CASES: ____________________ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _______________________ _ 0t) 0 California Coastal Commission Permit Required: YES _ NO C>( 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 ______________________ _ Landscape Plan Required: YES_ NO £S..... See attached submittal requirements for landscape plans Site Plan: A c:{oo ~DD Zoning: c:irb O 11"6 I /.& l'-. r-.;rO (!17,., \S £A l w 1. 2. 3. 4. 1. 2. Provide a fully dim~nsioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. Setbacks: Front: Int. Side: Street Side: Rear: Lot coverage: Required Required Required Required Required Required Spaces Required Guest Spaces Required ___ Shown __ _ ___ Shown __ _ ___ Shown __ ___ Shown __ ___ Shown __ _ ___ Shown __ _ ___ Shown __ _ ___ Shown __ _ o ~~ 1-k->f? P~c11 /)tr /f)u,.. Er:ri.,_ o. ftO/Y?l#G a/UM At/At.A iar fol?:-: 7Hg-'lJu-" c,. / 7lt1J /MM/Z...IA-IATVN' /J c.,{<;Gtl) lro A<;r;6'$f J>A#--1H6 /Jl)KawAcp r>e; rer F'l'7°'B: OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER l!, Ir,)_ DATE S::--/V-9""t-.. PLNCK.FRM City of Carlsbad 92076 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Date of Report: Tuesday, May 26, 1992 Building Plan Check Reviewed by: Contact Name Address City, State Inter-Arch Inter-Arch 6351 Nancy Ridge Dr San Diego CA 92121 Bldg. Dept. No. _92_-_3_0_9 ___ _ Planning No. Job Name 1s1s Pharm/2292 Job Address _2_2_92_F_a_ra_d-"ay,__ ____________ _ 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# _ __.c..9_20;;_;.7...:;.6 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 ' , ,,-_-::-.:~ - Md~ 11, '92 18:27· ~ -~ ~~~ MB! FAX 619-480-3674 P. '4 'fl'IIQJ&Cf • • .,;& eNlt'lt :: SMliTMo. l'f : :: i . i I i ; I I i I I i • '. II I 1· ', I ::;:i-1) i't I ·,· I .. ! Tb-. I i l--'i-"!'""--1---,--t-~·-+--+---+---,.-~""e1"...,.-..;-~~!--i--+---+-------+---+--+--t--i~+--+----i---tt ., I I I i ""''1 : I I i i • • 10 11 It i,,. i i i I I ' ! I ! I I i ; ! i l / n.,i71d: n11A,,.,,q. . ..J.,. jU4° 1~11:.:,;.'l.nr~ .. • .1o1''""'l··"""""""'---i. .... ·<....,1L.14-!..Z.' '~--4---+I---+ 11 i j ~ . ! ! / I ;r ; 1 I ' I ,.----+!--i----l------+----+l---.i-,i--+---:-... !-l-................ ---1----;-, -..;..i --i--:·~-+--+---:---.,-+----!-l! ...,__.......,_....--+-_--i-____ ---1-...... - :wt-... l _l.......,,!__,._·,__._._.,.., :: ... .LI:-K.LJ_ti / h,L ! 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March 20, 1992 DATE _________ _ .burkett &wong SHEET _C_o_v_e_r ____ _ ENGR_KM ________ _ JOB NO _K4_3_3_1_D __ _ --,, PROJECT ISIS Phannaceuticals structural & civfl engineers '-J --· -·----·--·-------------------------\-1- ------------------------- ··-. --------·--. -----·-·-·· -· ----· ------------·-------------- ------------------··----------·-· ··------. ----- . -·-. ' ---------------------·---· --..... ···-------------·-- . --------··-----·--·----------------------------------- I-•--• --•----' i .. -: ... --- . -+---· . i -----------------·---·-··----------------------------------------·----·-·---·--. ~ ,; i---·-------------------------------------------------------------------·-------------------'"---,-----------------------------------·---·-·-···--··-------------·--------------------------------------·-----·-· ------·-- ---·--:---·-·------·-. --------------------------------------·---··-------------------------------· -·----···-···-.... ----------------------,---------·-..•. ----------···--------·----· --· ------·--·-----~----· -· --, -. --·--·--- 3,\~.°l"L-DATE -----'----'----- ENGR ----'¥h,\_· --'---''-,' ---- () -~·-·---· _ _..._ .. _,_ _. -+' _ _....,1_· ~ ·-_ .. ______ ., ____ 4•---f ' ' . ' t : l ! . .. i: A;f\, ' ' .. --"= : ----·--·-' -n:fr -----t--~~ -: . ; 1:.. ' i '. ·- : ... : : I I i I l , I burkett ~ &wong W structural & cMI engineers ' ' i · i I I l I ' ,, I ' i. I i i 1 ••• , ! I I : I ! I J SHEET ___ \_. ___ _ JosNo K +s3i-\ ""l> \I . w I I 4 .. i' -1 N i ! : I ------·---· I • . ' ----------·--------· -·----,--'.-----_; __ ·---..---i--.--..;._--------~---~....------·: ·--·---· -----·---___ . -·-----·-- DATE ----------- ENGR ____ :::f::t\--'-_......._ ___ _ PROJECT t ~ (_. -fS'\...C_ "'\/'\.~ ~ burkett ~ &wong W, . structural . & civil engineers SHEET ___ 'l ____ _ Jos No _~_4_,_·..::;..~ v~I _;_'.b_ P.age 24-af 41 . SECTION ---! Ii> 18 HOS 358 18 HDS-100 -~18 HOS600 :i18 HOS 800 16 HOS 358-33 16 HOS 358-50 16 HOS 400-33 16 HOS 400-50 16 HOS 600-33 16 HOS 600-50 16 HOS 800-33 16 HOS 800-50 14 HOS 358-33 14 HOS 358-50 14 HOS 400-33 14 HOS 400-50 14 HOS 600-33 14 HOS 600-50 14 HOS 800-33 14 HOS 800-50 20 XH0358. 20XH0400 A20XH0600 18XHD358. 18 XH0400 18XHD600 Al8XH0800 16 XHO 358-33 16 XHO 358-50 16 XHO 400-33 16XH0400-50 16 XHO 600-33 16 XHO 600-50 16 XHO 800-33 16 XHO 800-50 14 XHO 358-33 14 XHO 358-50 14 XHO 400-33 14 XHO 400-50 14 XHO 600-33 14 XHO 600-50 14 XHD 800-33 14 XHD 800-50 SECTION 24 HOS 350 24 HOS 358 A24 HDS.:00 ~24 HDS600 TABLE NO. V-ALLOWABLE AXIAL LOADS FOR LOAD-BEARING STUD$-(Continued) (Pounds) 12' O" HIGH, COVERED ONE.SIDE, BRIDGED AT 4' o• O.C. POINT SPSFWIND 15PSFWIND 20PSFWIND 25 PSFWIND 30PSFWIND LOAll.. 16" o.c. 24''O.C. 16"O.C. 24"O.C. 16"O.C. 24" o.c. 16"O.C • I 24"O.C. 16"O.C. ~ 2.863) 2,362 1,178 233 532 3.456 3,304 2,847 1,761 892 1,167 152 641 158 C...3.925J ..._ 3,925 3,925 3,099 2.399 2,622 1,798 2,196 1,261 1,803 4.028 4.028 4,028 3,785 3,221 3.402 2,730 3,056 2,287 5,904 3,988 3,885 3,374 2,153 1,171 1,482 334 887 341 5,383 5,160 4,57r' 3,227 2,176 2,507 1,291 1,875 510 1,299 4,264 4,264 3,801 2,616 1,664 1,966 852 1,389 130 859 5,703 5.632 5.064 3,768 2.756 3,075 1,905 2.467 1,153 1,912 5,161 5,161 5,161 4,358 3,550 3,807 2,859 3,316 2,243 2,865 6,486 6,486 6,486 5,591 4,756 5,019 4,051 4,516 3,429 4,058 5,326 5,326 5,326 5,215 4,560 4,769 3,992 4,368 3,482 3,997 6,726 6,726 6,726 6,570 5,865 6,088 5,268 5,662 4,738 5,273 4,948 4,948 4,515 3,176 2,094 2,437 1,169 1,780 345 1,177 6,661 6.662 6,026 4,536 3,370 3,737 2,387 3,036 1,519 2,396 5,289 5,289 5,038 3,738 2,687 3,020 1,788 2,382 987 1,796 7,057 7,057 6,621 5,181 4.055 4,410 3,107 3,733 2,270 3,116 6,853 6.853 6,853 6,116 5,175 5,473 4,372 4,903 3,658 4,379 8,439 8,439 8,439 7,586 6,627 6,929 5,820 6,352 5,108 5,827 7,117 7,117 7,117 7,117 6,441 6,685 5,778 6,217 5,185 5,784 8,796 8,796 8,796 8,796 8,012 8,267 7,327 7,779 6,722 7,333 3,187 3,022 2,558 1,429 509 801 241 3,220 3,194 2,768 1,717 853 1,128 108 601 114 3,260 3,260 3,260 2,685 2,057 2,259 1,503 1,871 999 1,507 4,039 4';039 3,720 2,493 1,1,460 1,790 560 1,157 568 4,289 4,289 4,193 3,049 2,080 2,390 1,231 1,794 465 1,239 4,808 4.808 4,808 4,464 3,701 3,948 3,020 3,473 2,397 3,026 4,894 4,894 4,894 4,894 4,590 4,776 4,067 4,416 3,581 4,072 5,804 5,804 5,523 5,487 2.724 3,127 1,633 2,355 656 1,642 7,369 7,369 7,291 5,713 4,445 4,847 3,365 4,079 2.405 3,375 ·.,.·ff,'fr'rr ---6:011. ··-.5,972 ··4,523' J,3"19 3,703 2,276 2,967 ~-1,342 2,286 7,884 7,884 7,884 6,456 5,212 5,606 4,153 4,853 3,212 4,162 6.326 6,326 6,326 6,157 6,280 5,563 4,502 5,019 3,792 4,508 8,292 8.292 8,292 8,292 7,406 7,707 6,587 7,130 5,852 6,594 6.479 6.47.9 6,479 6,479 6,369 6,479 5,767 6,168 5,208 5,772 8,519 8,519 8,519 8,519 8,519 8,519 8,024 8,459 7,428 8,030 7,716 7,717 7,679 5,891 4,420 4,888 3,154 3,992 2,021 3,165 8.584 8.584 8,584 7,45.1 6,121 6,544 4,976 5,734 3,952 4,986 7,715 7,715 7,715 6,247 4,898 5,328 3,737 4,506 2.698 3,747 9.976 9.976 9,976 8.523 7.137 7,575 5,962 6.738 4.922 5,972 8.402 8,402 8.402 8.402 7.576 7,903 6,676 7.275 5.854 6,684 10.907 10.907 10,907 10,907 10,311 10.659 9,363 9,991 8,512 9,372 8.693 8.693 8.693 8.693 8.693 8.693 8,229 8.693 7.574 8,235 11.277 11.277 11.277 11.277 11.277 11.277 11,099 11.277 10.399 11.106 TABLE NO. V-ALLOWABLE AXIAL LOADS FOR-LOAD-BEARING STUD$-(Continued) {Pounds) 14' o· HIGH, COVERED ONE SIDE, BRIDGED AT 4' a· o.c. 24"O.C. 763 1,874 461 1,671 2,855 3,006 4,249 720 246 1,499 2,997 4,452 4,634 6,164 526 1,809 3,117 1,517 471 2,341 3,123 5,166 4,676 6,868 968 3,001 1,732 3.961 5.079 7.718 6.951 9.740 POINT SPSFWIND 15 PSFWJND 20PSFWIND I 25 PSF ww,j0 30 PSFWIND LOAD 16"0.C. 24"O.C. 1s·o.c. 24"O.C. 16"O.C. 24" 0.C. I 11, o.c. I 24"O.C. 1s·o.c. 24"O.C. 1.091 238 1,097 256 1,149 360 .. 1,941 1.092 749 Report No. 1715 0 40 PSFWIND 16"O.C. 24·O.c. 1,098 2,152 1,147 274 926.· 2,055 674 3,241 1,858 3,326 2,172 4,578 3,397 95 1,257 744 2,017 160 3,441 1,844 4,892 3,313 5,005 3,667 6,539 5,193 844 231 2,205 763 3,431 2,282 358 2,114 1,057 2,926 823 3,573 1.937 5,628 3,962 5,035 3.721 7,245 5,875 1,676 3,641 1,336 2,381 42 4,607 2.289 5,601 3.704 8,252 6.324 7.372 5.830 10.184 8.574 40PSFWl'iO ' 16"O.C. 24" o.c. --c· (Con11n11ed) DATE burkett 4i SHEET + ENGR A &wong JOB NO IC...4??.,,f h • PROJECT l~C-~ h-'t--,A'V structural & civil engineers ·-\ ·------+--------- ' -·--·· --. ·-·-----·-··--··---~ ---------------------i------------,-----· -· ---··· ------·---·----·-------------------;........---------····--·-·------·-----··· . --------------------------·---·--·---·-•. -·--·-------····· .. . . . .. ... --·--·-·--···-··--------------------·---·-· -, -l--··-· -·-· ·-·· .. --·------------------------------------·---. --·--·-· ... ---· . ---·-·--------------------------·------··-·· . Page2 of 3 .. - TABLE NO. I-ALLOWABLE WORKING VALUES FOR RAMS ET LOW-VELOCITY FASTENERS INSTALLED IN STONE AGGREGATE CONCRETE (POUNDS)1 2 CONCRETE COMPRESSIVE STRENGTH SHANK PENE• EDGE 2000 psi 3000csi 4000psi DIST. SPACING CATALOG DIAM. TRATION HUMBER (In.) (In.) (In.) (In.) Tension Shear Tension Shear Tension Shear 1500. ~ ~ 1600& 3 3 110 165 175 185 235 205 1900 ~ 3 3 130 190 180 215 230 240 series - 3300X .170 I 114 3 4 165 225 185 255 210 280 series Jl/2 3 4 220 330 225 315 225 300 131J6 3 5 80 125 90 145 l05 170 I 1/t6 3 5 115 265 . 150 250 190. 230 9100 .205 I 114 3 5 165 315 230 330 295 350 series Jl/2 3 5 300 375 310 420 320 460 Fis 3 5 385 470 370 440 350 415 9180 .218 Pis 3 6 290 385 255 355 220 320 l202CF083 .140 15ft6 3 3 40 -75 -!IO - l202CFI03 .140 l 3/J6 3 3 75 -90 -110 - !The fasteners shall not be driven until the concrete has reached the designated ultimate compressive Strength. Tfhe allowable tension and shear values are for the fastener only. Wood or steel members connected must be investigated separately in accordance with accepted design criteria. · !The fasteners COf!sists of a No. 14 gauge steel angle clip and a drive pin having a tophat washer. CATALOG TABLE NO. II-ALLOWABLE WORKING VALUES FOR RAMSET LOW-VELOCITY FASTENERS IN STEEL (POUNDS)2 3 STEE1. THICKNESS (Inches) SHANK TYPE EDGE 3/ts t/4 DIAM. OF DIST. SPACING 3,'a HUMBER (In.) SHANK1 (In.) (In.) Tension Shear Tension SM.r Tension Shear 1500. ,, '1 1600& .140"' SandK l!z 130 665 270 700 370 840 1900 series 3300 ·-:J:-70-· s--'Is flls 85 820 180 895 330 900 series .-- 9140K .205 K ¾ Pis --480 1565 550 1950 1~':'"-~~k;S--=•smqotli"-'sha'nk. ·; ·: ·: 'L ~--i Tfhe fasteners shall have sufficient length so that the entire pointed ponion of the shank pierces the steel plate. 3The allowable tension and shear values are for the fastener only. Wood or steel members connected must be investigated separately in accordance with accepted design ~11eria. TABLE NO. Ill-ALLOWABLE WORKING VALUES FOR RAMS ET FASTENERS fNSTALLED IN . LIGHTWEIGHT CONCRETE (PO_UNOS)1 2 I SHANK MIN. CONCRETE COMPRESSIVE CATALOG FASTENER DIAM. EMBED. TYPE STRENGTH (ps1) HUMBER I TYPE (In.) (In.) OF LOAD 2000 3000 4000 1500 I Drive .140 !Vx Tension 120 165 215 Senes4 I pin 1500 I Drive .140 I¼ Shear·: 150 150 150 Senes4 I pin 3444 I Threaded .218 I¼ Tension5 185 225 270 i stud l'.!02CF!0 Angie .140 I !lib Tension5 35 75 I IO ' clip •1bc alluwaole ten\lon and shear values are for the faso:ner u~ly. Wood or ,1eel membcts connected must be mvesugated in :icronlance -... uh accepted design cntena . • : ~ 1a,1ener.; ,hall nut be inMaUed unul 1he concrete ha!> =ched 1he designated cumore,..<ive Mrtength. 'The ll\ie<l ·,.:aluC'> ..re 1or 1a.,1ener.. driven through mm1mum No . .!O gauge Llrywail ch:innei. •'The J 500 "'""" 1a...iener.. are manulacturetl in a vanety ul length.~ 10 aL.:ummodate v;,nuu~ thickno,.cs ut matenal bemg la.\ler>c:u tu tne toncrete. '1bc 1a.,1cner.. mu.\l De m,taJIL-tl through the undcr..uleut the ,ic,:J deck pan tat the nhs ~ j. The Mc:cl deck. mu.\l be a minimum Sn. 20 gauge. with bot111m of Oull:S havmg a 5-inch m1mmum ;.i.:: -r "'11.ith and with ii mmimum J 112 inches ol co11<.=e ,W>. , _ _ ,-1 _: # 5inchesmmimum Report No. 1639 0 -. .,I ..., Principal Dealgner. The proposed building will be in substantial compliance with the· California Building Energy Efficiency Standards provided it is built according to the plans and specifications and provided future improvements are completed according to the requirements , indicated on this Certificate of Compliance. The plans and specifications have been prepared to include all significant energy conservation features req',-!ired for compliance with the Standards. Building areas that are unconditioned and/or not subject to the standards are indicated on the plans. OffiR<UlY • Jb55 Nobel Dr., #200 Addr~s ~an Diego, CA 92122 Telephone ~8/21+ cal. License No. Faraday Ave. Address Carlsbad, CA 92008 c11yis1ate/21p Enforcement Agonq,. The eroposed building, and future alterations will comply with the California Building Energy Efficiency Standards, provided future alterations meet the requirements indicated on this Certificate and all appl~ble mandatory measures, as long as the building occupancy type remains unchanged. · Signature Date Name/Title Prescriptive Requirements Gr--1 A For Enforcement Agency Use Only Buil~ng ,PE1rm1t Number I Pl.an_ Pttawa ey Fi.eld-cfi,ecked By ' Appr9v¥Sy I General ; ~ 1 Un-~nditioned or Multi-tenant shell? • ._,,...·__,,...- 2 CEC'OcciupancyType •• , •••••• _@ 3 _ uec· Occupancy Grou!l°'Division • • • • ~ 4 Edition of Standards • • • • • • • • • b 5 Conditioned Floor Area • • • • • • • • e, 6 unCC:nclitioned Floor Area • • • • • • • 0 ' . . 1a1 a,~fatlon Occupancy Typ" bate Oa~ ' date Sf I [.-A{!) sf 7 Location Code Number • • • • • • • • _ -I e,--,__ 8 ~pancy Code Number • · ••••• : ·~- ·9 · Maxifum Allowable Uowirall , • • • • • c::>,:2Z'9 BIU/h-sf-f 1 o Stanpard o,:rv • . • . . . . . . . . . I '4, I Btwh-sf 2nd Gon,raUon Occupancy Types . t::-,,l /A ~! ~!:~z::~~ ·. ·. : ·. ·. : ·. ·. : ·. ·± 13 H.V~C Power Criteria Set (if applic.) • • • · Note: List other options and requirements significant for compliance below or' on an anached supplement For example, include tenant improvement specifications. Additional requirements should be funher detailed in the energy compliance documentation. Atlachment becomes part of-~ficate of Compliance. • I 1 · 14 SUpplement·Attached?. • • • • • • • • N .(YIN)-. I . , . ': ! ' I '. i .. Agency Address _.,.cn::,1y:-:JJS~ta-=te12=r.:1p=-------------------.... __ -__ -:_. _:. '.'.;t ~!1 · 1·'.r!.f ::>; __ }-_' ·_ ·. , . i:· . 11 i ....... ·-. ·--. '···--- : : : '.)) .. Iii~·· i:11:: i~fi ·;.Jui,1 rt 1,~!~1~~(11~,11~- _-. _· .. ··._ .. ·~----~-... ,,--·~ii' '--i--' :. ~·J. {.. \j I ,i.l .,j ,f ! /;\ ..... :, EEM Form Revised September 1988 Page_ot_- ... ;----------·-·----·-----··-... ~' \~ Gertificate of Compliance (Part 1 of 2) ~~ ~t1ACf)JTl~ ~-~42: P~~e ~ Date o erti cate Projooi.frft~ineer Pa.:1,Wation ,~ ~~i:'A'D Documentation Author/ I Telep Principal Designer. The proposed building will be in substantial compliance with the· California Building Energy Efficiency Standards provided it is built according to the plans and specifications and provided future Improvements are completed according to the requirements indicated on this Certificate of Compliance. The plans and specifications have been prepared to include all significant eneray conservation features reqt.!1red for compliance with the Standards. Budding areas that are unconditioned and/or not subject to the standards are indicated on the plans. omrtss Nobel Dr., #200 Address San Diego, CA 92122 Telephone ~8/2/4- cal. License No. Owner. The energy conservation features and performance specifications indicated on this document and on the plans and specifications shall apply to future alterations, unless compliance is demonstrated anew and a new Certificate of Compliance is submitted. A copy of this Certificate will be retained and transmitted to future tenants, subsequent owners or others with responsibility for making improvements or mocifications to the building. If this certificate is lost, a new Certificate may be required before a permit is issued for alterations. Unconditioned areas are indicated on the plans and, if these areas are nditioned in the future, they mu t be ade to com , the a plicable energy standards.th · e e . ~ Faraday Ave. Address Carlsbad, CA 92008 City/State/Z1p Enforcement Agenq,. The eroposed building, and future alterations will comply with the California Building Energy Efficiency Standards, provided future alterations meet the requirements indicated on this Certificate and all applica_ble mandatory measures, as long as the building occupancy type remains unchanged. Signature Name/Title Agency Address C1ty/State/Z1p EEM Fom, Revised September 1988 Date Prescriptive Requirements CF-1 A For Enforcement Agency Use Only Budding Penmt Number Plan Checked By Field checked By Approved By Date Date Date 1 Unconditioned or Multi-tenant shell? • General ~ 2 CEC Occupancy Type • • • • • • • • : 3 UBC Occupancy Group/Division • • • • • f2,Z. 4 Edition of Standards • • • • • • fq f,,b date .. .;~7e, sf LA& 5 6 Conditioned Floor Area • • • • Unconditioned Floor Area • • • 1st Generation Occupancy Types 7 Location Code Number • • • • 0 -~ 8 Occupancy Code Number • • • • • • • ~ ·9 · Maximum Allowable Uoverall • • • • • • o,:zi:, 1 o Standard o,:rv . . . . . . . . . . . . l 4. I 2nd Generation Occupancy Types 11 Climate Zone • • • • • • • • • • • b.l / A 12 Package Selected • • • • • • • • • • ·± 13 HVAC Power Criteria Set (if applic.) ••• sf Btu/h-sf-F Btu/h-sf Note: List other options and requirements significant for compliance below or on an attached supplement For example, include tenant improvement specifications. Additional requirements should be further detailed in the energy compliance documentation. Attachment becomes part of Certificate of Compliance. • I 14 Supplement'Attached? • • • • • • • • • N (YIN) Page_of_- \ ..... \__,, /BUILDING ENVELOPE SUMMARY BUILDING ENVELOPE COMPLIANCE Form 1 (NR-8/81) Tsuchiyama & Kaino Consulting Mechanical Engineers Project Designer: C, WBl,(,,E.LMAN Project Title: TGI..cG-f'l+A~MACa[]CA'tS 701 'B' St., Ste. 1455, San Die,&o, CA 92101 Documented by: Ct, ~E.(X!aHJ\AI Date: S-tz-qt,. Project Address: __________ _ Checked by: _______ _ Date: _____ _ Permit Application Number: ___ _ This form provides space to Insert summary data on th• bulldlng envelope. Form 1 Is used In con/unction with Form 2 and Form 3 worksheets to provide the necessary Information on building heating (U• Value) a?d. cooling (0 TTV J design criteria compliance. SITE DESCRIPTION (from Building Location Data) ts, Location Code Number 1 •. Latitude 2 •. '?q,-2. Degree Oays·-heat/ng. 3. 2o~,Z. Solar Factor, S.F. 4. l'Zl,-, Cooling 6.T, ASHRAE ( design temp. • 7 S~F) 5. CJ? HEATING DESIGN CRITERION Standard Uow ·--·-· 1 O. 0.4$ U0 r ··-... ···-· 11. O, IO u o ' .. _ ... _.... 1 2. N IP:: Maximum Allowable O "1.P Uoverall·---13·='=· 1-=,....:::l Proposed , O,?;q1- Uo w ··--·-14. ------ U Or -.......... _ 1 5. '°2.e • f> U0 f ·--··-..... 18. N/pi.._ Proposed Uoverau ..... 1 7 •· O, I e,q Line 17 mu&t not exceed Lin• t :J Note: Maximum A/lowble Uovera/1 and Proposed Uoverall are calculated on Page 4 of Form 2. Note: For heated only buildings, Uor Is calculated for the proposed building from Form 2 (Heated Only Building) using the value from Line 36 tor the area of skyl/gltts and the value from Line 3 7 for the overali" root area. BUILDING DESCRIPTION (from plans) Occupancy Type Code Number 6. /80 (from Occupant Ratings for Buildings and Rooms) . 2 7. 2,1e> Gross Condltloneq Floor Area, ft Number of Floors 8. 1 Average Gross Conditioned Area -per Floor, ft.2 Sa. ~57b Average Wall Height per Floor,ft. 9. I€? ft (facing conditioned space) COOLING DESIGN CRITERION Standard OTTVw······-18. ~I,? or:rv r·--····-· 19. 4, 10 Proposed OTTV w ····-·· 21. '2~' e, OTTV r .,_ ..... 22. '2,, ?V-' ~!?!~.~.~-~ .... 23. /,Z.,o Line 2 3 must not exceed Lin• 20 Note: Standard OTTV and Proposed OTTV are calculated on Page 4 of Form 2. .Voo: For lleoud and cooled buildings, OTTVr is calculated for the proposed building from Form 2 (Heated and Cooled Building) using the value from Line 25 for the area of skylights and the value from Line 27 for the overall roof area. The 5 percent exemption does not apply to any c oo/ed buildings. Tsuchiyama & Kaino MATERIALS DA TA FORM BUILDING ENVELOPE COMPLIANCE Project Title: __________ _ HEATING DESIGN CRITERION Wall Typo Surface Winter MCF Area. fl. 2 U-Value Typo 1 Typo 2 Type 3 Type .-t Type 5 \4-66 )( aJ. JJ J: )( 0,,16 = i _____ :.t _______ x ------ _____ x _____ x _____ = _____ x _____ x _____ =- -----X------x _____ ., Total \4:?B-AwaJI 1. Door Surface Winter MCF Type Area. ft 2-U-Value Type 1 _____ .ii: _____ x _____ :i Type 2 , _____ x _____ x _____ = Typo 3 -----X-----X-----= Total A 3. door Glazing Typo Type 1 Typo 2 Type 3 Total A 6. window Surface W Inter Area, ft 2 U-Value $qf; X 1-1~ = ------·X------= ______ x ______ a 5qe, Total 2. Total ·,4. Total 6. Total Aow 7. '20&? ===-ft2 Totai Heating e. /Jne 1-t3+5 Total Btu/hr-°F ~ l'LfJ Total Btu/hr-°F Total Btu/hr-°F ~~ (eJC.P ea4 line 2~4HJ uow :::a [;o4 ~ 'Z.05? = lino 8 •· o. o,~42 /lne7 B tu/hr-ft~OF Consulting Mechanical Engineers -' 701 'B' St., Ste. 1455, San Diego, CA 92101 Form· 2·- Wall Type Type 1 Typo 2 Type 3 Type 4 Type 6 (NA-a1a1) Date: ~-1z.-q1:_ COOLING DESIGN CRITERION Surface Summer TOeq Area, ft 2 U-Value \4St$ X 0,//7 x-11: • _____ x _____ x _____ • _____ x _____ x _____ • _____ x _____ x _____ a _____ x _____ x _____ • Total Btu/hr· -;,~o Total \AS,t:=.. Aw a II 1 O. ="1'=====';;.'= Total 11. :J/1~ 0 Door Type Type 1 Type 2 Type 3 . T.otal Surface Summer TDeq Area. It 2 U-Value _____ x _____ x _____ • _____ x _____ x _____ • _____ x _____ x ____ ,..._. Total Btu/hr Adoor 12·==== Total 13. =· ===== Gia.zing Type Type 1 "'rype 2 Type 3 Total A 1-4. window Surface SF SC Summer ~T Total Area, tt2 U-Value Btu/ hr 5qb ·x[(~ix ,CP5)+( I, lo x~ )} 611 CP40 x[(~X-)+(--X-)}• ___ x[(-><-)+(---"-)]=----- sqe, = Total 16. ===== Total Aow 10 • ..Z.05'3 tr2 /Ina 10+124-14 Total .J::.a Coo'llna 17. ; .. ri 1:3 0 line I t+l3+16 _OTTVw-= S/.l'3C> 1J:e 17 . Z.05? T' lln1118 a 1a. 2e.e Btu/hr-ft2 I~ Tsuchiyama & Kaino MATERIALS DATA FORM (Heated and Cooled Building) Project Title: _________ _ I' HEATING DESIGN CRITERION Roof Type Type 1 iype 2 Type 3 iype -C Surface Winter Aroe.. fl 2 U-Value ~1B x .O.C7:? .. _____ x _____ a: _____ x ______ .. _____ J( _____ • ;otal 18. ~57'0 fg:rue ----- Sk yllght Surface Winter U-Value Type Area. tt.2 Type 1 Type 2 Type 3 Totttl N(e x __ _ ·1 : _____ : A 21. ukyllght Total Aor 23. :a,57e, u2 IJ11e t 9i21 uor =-1e14 ~z. . -+ ~E> 7f; = Total Btu/hr-°F Af?;9f:/2. Toi al . 20.· 4?, i' '9e-2.. Total Total Btu/hr-OF M~ ... =E: Total 4 Healing 24., t>19eJZ.. line 20122 25. '0.0]? Btu/hr-fl½ ~ .. Consulting Mechanical Engineers 701 'B' St., Ste. 1455, San Diego, CA 92101 Page 2 of Form 2 Date: _____ _ Roof Type COOLING DESIGN CRITERION Surface Area; ft 2 Summer U-Value Ac Mc ~57e,xil x ~.OJ~xlE_,c 0,14 .. _____ xil>< _____ x_x_• ______ xilx _____ x_x_m _____ x.i.1,x _____ x_x_~ Total Blu/hr f?4(oo Type 1 Type 2 Type 3 Type 4 Toaal A 26.-==== Qpaoue -Total . ;27. B4(p0 rool Skylight Surface SC Summer 1>.T Totai Type Area." tt'2 U-Value Btu/hr Type 1 N/A >< [(Ll_!x_)+( ___ x_i .. N/A Typo 2 :Ex ((1..1.!x .. +J+ ,c_),.r Type 3 x·[(l.l!x_) +.._ ___ x_"' 11 Total A 26. Total ~8. . ekyllght Total Aor 30. ~~1f, u2 line 26128 OTTVrm 84:(pO 1 .:. ':361f;:> line 3 t · line 30 .., Total ~ Cooling 31. 4(t'O line 27+29 32. I). ,3CP Btu~hr-112 ..... z ::0 I CD -... CD -...., (.~ Tsuchiyama & Kaino MATERIALS DATA FORM (Healed Only Bulldlng) Projoct Title: _________ _ HEATING DESIGN CRITERION Nole: Sky1'ght areaa 11p 10 5 percent of tho flfO:$S celling or roof erea ar• exempt lrom the U0 r calcul11tlon tor healed only buJldJnQ&. Roof Type Type 1 Type 2 Type 3 Total A 33. opaque roof Skyllghl Type Type 1 Type 2 Total, A 36. akyllght Totol Aor 37 .• Skylight Exempt- Ion 38. ,. A 3i:J. skyllghl adJuuted Winter u-Value Surface 2 ~rra. ft N~x __ • Sur ace Arei • fl~ line '3+-36 ne 3 5 X .CJ line 15-3B. or ero, whlc heve, Is c, eate, I x ______ • x ______ a: Winter U-Value x ______ • .x _____ ,.. • ,r2 112 5 Total 3..C. Total 36. u2 x ____ .:. ----"" 40. nne 36 • IJ11e 37 Total A 41. f ,r2 Total Heating 42. opaque roof line 33+39 adJueted· Total" Btu/hr-°F ~I& T lal Btu 'hr..PF Tc tal Btu hr-°F I line 34+40 Consull~ng Mechanical Engineers 701 'B' St., Ste. 1455, San Diego, CA 92101 U or-= ~ /lno 42 --------line 41 Page 3 of Form 2 Date: · 43. ======= Blu/hr-t~F -·. ,.._ z ::D I a:, ..__ a, -..... I..:, Tsuchiyama & Kaino MATERIALS DAT A FORM Project Title: _________ _ HEATING DESIGN CRITERION Floor Type Type 1 Type 2 Type 3 Type -4 Total . Surface Winier Area. U 2 U-Value X -X - X ll:I X ... Ano o ,44·==:t::= u2 uo, = -+------=-line 46 1/ne 44 MANhU~" AUA'N~ Uo.1~ Total Heatlng-46. (o,465 ;<. 2.os3)4-(o. 10 1-:~s1~') t..o5i~ +357B MM\MUM ~\?CSE\) Uo\J~-A\.,I.~ Total Btu/hr-°F N(A Btu/hr-n~°F = o.'22"1 ( o , ~Z1' -ios~) + ( 0.01a ~ 351b) -==-C>, \ r;~ -z.os~ +-~s·-,<o ~ Consulting Mechanical Engineers 701 'B' St., Ste. 1455, San Diego, CA 92101 Page 4 of Form 2 · Date: R -1z--'11.; ~~p~. d"ITY ..... _,. __ !J8,<t', Y... 'W?3)_ +{?~~p_,~ = /1.,o 2o.S? -t -&S,~ {1<C)f'OS6t) ()1T\{ (-~1.s i<-2.o'S3) + (4,lo ><, ::½lei) ---------~ l41 \ ,zo53 +~s1 e) ~ z :n . a, ..... a, ~ .Construction Assembly Compliance Form . . CF-3 For Enforcement Agency Use Only Date . Plan checked By Date General Information 1 Assembly Type and Number • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ·• • • • .... w~------,- 3 Framing Size • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 Framing Spacing-• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • a. t:,, inches 2 Framing Type • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~ S Insulation in Cavity • • • • • , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • F-sf-hr/Btu 6 Effective R-value of Cavity/Framing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • a,, ~I F-sf-hr/Btu -·. 0 . t, • ,,· . . u~... ..~· .. . . ·--•. I> I> • - ~ :· .. :· ••. C, •• I> .. ·. b..: . 0 . ~ ... . , • :-.;-/j. A) ·• t!" • .... . •,'l .... , ... A . Sketch of Construction Assembly List of Construction Components A B C Wall Weight Desaiption R-value 1 c;,Y4:r:1L-r-ue CONC,eetE;; ~iJe:L--:;;_e;~rea."-"--_ --"'---' 2 ~-11 1N:=?LlLeilt,.J tt:;,VJ I (lb/sf) '-'4/2. 3 !::)/f,1 g:t::(P, e,~ 0. ~ 4 s 6 7 8 Total R-Value w/o films • • • • • • • • • • • • • • 1, ~9 9 Inside surface air film • • • • • • • • • • • • • • • D. 1.oe, 10 Outside surface air film • • • • • • • • • • • • • • 0, I 7 11 Total thermal resistance (Rt). • • • • • • • • • • • e .. ~ ~! U-value(1 /Line 11). • • • • • • • • • • • • • • • 0.1! J EEM Form Revised September 1988 -e- 42. Ge, D E S~cific HC eat ColCxCol D (Btu/F-lb) (Btu/F-sf) .112-'2.. /4: I --e--9- . 'Zt.P O.tt:,e, Total HC 14, .. z, Page __ of __ .Qon.struction Assembly Compliance Form CF-3 For Enforcement Agency Use Only Plan Checked By Date General Information 1 Assembly Type and Number • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Ft-f 2 Framing Type • • • • • • • . • • • • • • • • • • • • • • • • • • • • . • • . . • . • • . • • • • . . ~oot:' 4 Framing Spacing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2-" · "' inches 3 Framing Size • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • . Bx 4 . 5 Insulation in Cavity • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • . . . • • . • • -I F-sf-hr/Btu 6 Effective R-value of Cavity/Framing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • F-sf-hr/Btu Sketch of Construction Assembly List of Construction Components A 2 3 4 5 6 7 Description tou11.--r-LIP f2.oof B A-value o.~ o. 1, I\, 42 8 Total A-Value w/o films • • • • • • • • • • • • • • I~. S,2, 9 Inside surface air film • • • • • • • • • • • • • • • __ C)_, '9_-2._ 10 Outside surface air film • • • • • • • • • • • • • • __ o_._z_s_ 11 Total thermal resistance (Rt) • • • • • • • • • • • • I ~ • G? 4 12 U-value(1/Une11) •••••••••••••••• 0.0t~ EEM Fonn Revised September 1988 C Wall Weight (lb/sf) D Specific Heat (Btu/F-lb) Total HC E HC ColC xCol D (Btu/F-sf) Page __ of __ _ _j 1 Documentation Form Form 4 HVAC Systems Compliance Project Title Documented by 12~9'2 F~~':(1 Qb.BLt9E?,b,D e»-2~-~~ Location Date T~LJcH1::r'P-t:1~1 ~1tJo , 012:@atJ Project Designer , Chec:kedby Date Note: All items refer to a single air-conditioning system and the spaces served by this system. Use additional forms for multiple systems. PH:-t System Give system name, or number as called out on drawings. DESIGN CONDITIONS Building occupancy type (Table 1 of Appendix I) ..•.. Project Latitude (Table 2 of Appendix I) ............. . Heating Degree Days (Table 2 of Appendix I) ....... . HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter ............... . Indoor Design Temperature ......................... . ~A--, '2 Temperature of adjacent unheated spaces ......... . Transmission Heating Losses ....................... . Infiltration Air ....................................... . -::,"2. 51 '1 14'.? Heat Loss From Infiltration ......................... . Ventilation Air ....................................... . se,10 1200 Heat Loss From Ventilation ......................... . Outdoor Air tor Special Processes .................. . 1ii11&7 Heat Loss From Process Air ........................ . Other Heat Losses (describe) ....................... . 1\4', ~0'3 .,:;... Total Heat Losses .................................. . ~4't,5'4'1 I COOLING LOAD DOCUMENTATION (Attach cnlculntions) Outdoor Design Temperature, summer, dry bulb .... . ~I Outdoor Design Temperature, summer, wet bulb ... . Indoor Design Temperature, summer, dry bulb ..... . Indoor Design Temperature, summer, wet bulb ..... . Transmission Heat Gain ... , ........................ . Infiltration Air ....................................... . Heat Gain From Infiltration .......................... . '2.105 Outdoor Air for Special Processes ........... .-...... . Heat Gain for Process Air ........................... . Solar Heat Gain Through Windows, etc. . ........... . Heat Gain From Lights, Equipment, People, etc ..... . Heat Gain From Other Sources ..................... . F F F Btu/Hr. CFM Btu/Hr. CFM Btu/Hr. CFM Btu/Hr . Btu/Hr. Btu/Hr. F 'F F 'F Btu/Hr. CFM Btu/Hr. CFM Btu/Hr. Btu/Hr. Btu/Hr. Btu/Hr. Form4 continued Outdoor Air. CFM Per Person (Not to Exceed Tabulated Minimum Ventilation Rates) .. . Heat Gain From Outdoor Air ................ . Total Cooling Load .................................. . TEMPERATURE CONTROL 2 CFM/Person Btu/Hr. Btu/Hr. Attach manufacturer's data or other, give specification or drawing reference which shows that the room thermostats meet the requirements of T20·1503 (a) and (c). REFERENCE (page or sheet No.) e--a-I Indicate drawing or specification reference where the temperature control device requirements given below are documented. An automatic temperature control devicjhill be provided for. • each separate HVAC system :. .. .. .. . .. .. .. . .. .. . .. .. .. .. . Aw-k.-1:) • each zone ................................................ . SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be complied with when recovered energy is used to control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone may be chosen to represent no more than ten -zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces must provide either or both of the controls given below. List reference specification page or drawing number where control requirements can be verified. e Sequential temperature control of heating and cooling systems ............................. . • Automatic reset of heating temperature, to limit energy input only to that level to offset heat loss due to transmission and infiltration .........................•...•...•................ REFERENCE Reheat systems -give reference specifications page or drawing number which will show compliance with the following when reheating 20% or more of the total air in the system. • When serving multiple zones, controls must automatically reset the cold air supply to the highest temperature level of the zone requiring the most cooling ................... . • Single zone reheat systems shall be controlled to sequence heating and cooling ........................ . 7--81444 Form4 continued 3 Dual-duct or multizone systems-give reference specifications page or drawing number which will show compliance with the following: • Hot deck temperature -must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating .........•.. • Cold deck temperature -must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling ....... : ... . REFERENCE Nie Recooling systems -give reference specifications page or drawing number which shows compliance with the following if recooling 20% or more of the total air in the system. • Controls must automatically reset the temperature of heated supply air to the lowest temperature necessary to satisfy the zone requiring the most heating .. . . . . . .. .. . . • . . . . .. . . . . .. .. .. . . P..v -11.. HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS. Several HVAC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and any special restrictions given here referenced to show compliance. Supply references to proper specifications page or drawing numbers. Type HVAC System Used -Describe type of _system to be used (include reference for specifications for the system). aet:J-rAAL F'LP;:Jf Wrrn Hor WArc;;f2 ~oll.E.~ ~NO ~1Pf2.ovA"flt.JC:,-c 1:tl L,LEJ<. Constant volume reheat system -when serving both interior and exterior zones -separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity througn the cooling coil. REFERENCE /.:,,..(; ..-4 Constant volume dual-duct or multizone. systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space. If used, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum leakage of 3% of the total air quantity handled by the dampers when operating at the maximum system pressure to which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE __ N._,._.__/,._/:>: __ _ Form 4 continued 4 Economizer Cycle-For each cooling fan system, for other than dual-duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM must have an economizer cycle unless one of the exceptions allo'«ed is claimed. REFERENCE_ ...... N----'-"-/J::,,...__ __ _ Electric Resistance Heating Systems -These systems shall not be used unless the total inscalled electric resistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis. Form 8 (see Section 4.2 of this manual) shows an alternace system life cycle cost exceeds that of the electric resistance system. Give reference if less than 1 O % or ;nclude Form 8 if calculating life cycle cost. REFERENCE_--'--N_/4 ___ '1> ___ _ MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation -Dampers which are automatically interlocked and closed on fan shutdown are required. REFERENCE />-C-j~ ~ ~f'~ Gravity Ventilators -Either automatic or readily accessible manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE_----'-rJ___,fi....__p,,,. ___ _ POWER CONSUMPTION IN FANS Constant volume system Total -~upply Air Quantity ........................... . Total Pressure of Supply Fan ....................... . Total Supply Air Quantity Adjusted for Process Loads .................................. . Tot::i1 Gross Floor Area .............................. . Net Fan Performance Index (FPI) ........... .' ....... . Variable volume system Total Suppiy Air Quantity ~t Maximum Flow ........ . Total Pressure of Suoply Fan at Maximum Flow .... . Total Gross Floor Area .............................. . Fan Performance Index at Maximum Flow (FPlm) ... . Variable Volume Adjustment Constant .............. . Adjusted Fan Performance Index, FPla ............. . :;,.o CFM Inches Water CFM Sq. Ft. CFivl Inches Water Sq. Ft. PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulation, duct insulation and duct construction requirements presented in Section 4.2 of the Energy Conservation Design Manual must be given below: REFERENCE c;;ee:, ~f'SO:O. AC--1 ~ P-1 ·ooc:umentatlon-Form ··1:·11V AC "Equipment Conipllcmce rorm6 References giving the specification page or drawing .sheet number or manufacturer's data must be submitted to demonstrate compliance with Division 6 of the standards. ~ Electrically Operated Cooling System Equipment Absorption Water Chilling Cooling System Equipment Combustion Heating Equipment (Oil and gas- fired comfort heating equipment- Electrically Operated Heating Heat Pumps Electrical Resistance Space Heating Equipment Requirement for Manufacturer's Maintenance Procedure, Full and Partial · Capacity and Stand-By lnput(s) and Output(s) Specification Ref ere nee Statement that the Building Design Substantially Complies with the California Energy Commission Regulations for New Nonresidential Buildings Standard rating capacity, Btu/hr Minimum EER (COP) Reference Heat source (check one) Direct fired (gas-o!Q Indirect fired (steam-hot water) Minimum EER (COP) .Reference Minimum combustion efficiency at maximum rated output Reference Minimum EER (COP) Reference · Supplementary Heater Control Reference Reference for Full-Load Energy Input and Output Reference Reference ;j:i,· c:Llrn!+~sr $1¥<~ iJ1p hC-1 ... - ZONE DESIGN COOLING LOAD SUMMARY Location : CZ07 -San Die00. California 03-23-92 Prepared By : TK & G 6100190202 Carrier Hourly Analysis Program Page 1 of 2 *********************'f{************************************************* CALCULATION DATA: NtiH<Uf Pf<oaesG i...D,6;D Zone Name : BIOLOGY LAB/T-24 Cale Time: Jun 1700h Job Name : ISIS Amb db/wb: 87.8/ 67.3 F :~**********************************************************************~ LOAD INFORMATION LOAD COMPONENT SOLAR LOAD GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION PARTITION TRANSMISSION LIGHTING ( S ,367 W TOTAL) OTHER ELEC . ( 1 . 789 k! TOT AL ) PEOPLE ( 25. 56 PEOPLE TOTAL) MISCELLANEOUS LOADS COOLING INFILTRATION PULLDOl.JN/WARM-UP COOLING SAFETY LOAD SUB-TOTALS NET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP= WALL LOAD TO PLENUM ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM .511 C-FM ') 4 .5) SENSIBLE (BTU/hr) 36, 7E,2 7,226 13.806 18,986 0 18,223 S.683 4,933 0 2,105 0 0 107,715 7,518 11 .. 465 C) 0 0 LATENT (BTU/hr) 0 0 0 0 0 0 0 Li , 856 0 799 0 0 5.655 2,853 0 0 0 0 TOTAL COOLING LOADS 126,698 8,507 ************************************************************************ COIL SELECTION PARAMETERS: COIL ENTERING AIR TEMP. (DB/WB) COIL LEAVING AIR TEMP. (DB/WB) COIL SENSIBLE LOAD COIL TOTAL LOAD COOLING SUPPLY AIR TEMPERATURE TOTAL COOLING CFM (actual) TOTAL COOLING CFM (std. air) RESULTING ROOM REL. HUMIDITY COIL BYPASS FACTOR COIL APPARATUS DEWPOINT REHEAT REQUIRED = = = = = = = = = 75 .3/ 61 .,s ~.3 .0/ 52 .4 126.698 135,205 55.0 5,319 5,249 d-39 F deg F BTU/hr ElTU/h, deg F CFM CFM 46 .. 7 5};; 0.050 51.8 de9 F BTU/hr· 0 ***********************************************************************~ GENERAL INFORMATION: TOTAL COOLING LOAD TOTAL FLOOR AREA OVERALL U-FACTOR COOLING CFM/soft = = = = = 11.27 Tons 317.56 sq ft/Tons 3.578.00 soft 0.351 BTU/hr/sqft./F 1.49 CFM/sqft ************************************************************************ ZONE DESIGN COOLING LOAD SUMMARY Location : CZ07 -San Diego, California Prepared By : TK & G Carrier Hourly Analysis Program 03-23-··92 6100190202 Page 2 of 2 ************************************************************************ CALCULATION DATA: Zone Name : BIOLOGY LAB/T-24 Job Name : ISIS Cale Time: Jun 1700h Amb db/wb: 87.8/ 67.3 F ************************************************************************ WALL AND GLASS LOAD BREAKDOWN LOAD COMPONENT GU\SS, LOADS:NE E SE s SW w Nt,J N I I ri L,JALL LOADS: NE E SE s St,J !Al NW N AREA ( sqft) 137 0 21 0 0 0 438 0 0 727 0 0 0 0 0 728 0 TRANSMISSION (BTU/hr) 1,661 0 255 0 0 0 5~311 0 0 7,193 0 0 0 0 0 6,614 0 SOLAR LOAD ( BTU/hr ) 2,233 0 309 0 0 0 34,209 0 0 ************************************************************************ ZONE DESIGN COOLING LOAD SUMMARY Location : CZ07 -San Diago. California 03-23-·92 rrapsred By : TK & G Carrier Hourly Analysis Program 6100190202 Paga 1 of 2 ************************************************************************ cALCULATioN DATA= Wm-\ 17\ZccESS L..oAD Zone Name : BIOLOGY LAB Job Name : ISIS Cale Time: Jun 1600h Amb db/wb: 89.3/ 67.8 F ************************************************************************ L.OAD INFORMATION LOAD COMPONENT SOLAR LOAD GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION PARTITION TRANSMISSION LIGHTING ( 6,709 W TOTAL) OTHER ELEC. ( 2,729 ~~ TOTAL) PEGPLE ( 27.69 PEOPLE TOTAL) ~-::SCELLANEOUS LOADS COOLING INFILTRATION PULLDOWN/W,".:\RM-UP COOLING SAFETY LOAD SUB··TOTALS t:ET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP~ WALL LOAD TO PLENUM ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM TOTAL COOLING LOADS 7500 CFM) 10 .9) SENSIBLE (BTU/hr) 29,401 7,833 12,588 21,288 0 21,413 8,817 5,944 60~985 2,334 0 0 170,603 122,302 27,712 0 0 0 320 ,e,17 LATENT ( BTU/hr ) 0 0 0 0 0 0 0 5,677 0 0 0 7,316 85.902 0 0 0 0 93,218 ************************************************************************ COIL SELECTION PARAMETERS: COIL ENTERING AIR TEMP. (DB/WB) COIL LEAVING AIR TEMP. (DB/WB) COIL SENSIBLE LOAD COIL TOTAL LOAD COOLING SUPPLY AIR TOTAL COOLING CFM TOTAL COOLING CFM TEMPERATURE ( actual ) (std. a.i r) RESULTING ROOM REL. HUMIDITY COIL BYPASS FACTOR COIL APPARATUS DEWPOINT REHEAT REQUIRED :::: :::: :::: -- = = = = = = 89.3/ 67.8 49.2/ 48.3 320.617 413.835 52.7 7 ,5100 7,402 39.9 0.050 47.1 0 deg F deg F BTU/hr BTU/hr deg F CFM CFM deg F BTU/hr *********************************************************************~** GENERAL INFORMATION: TOTAL COOLING LOAD TOTAL FLOOR AREA OVERALL U-FACTOR COOLING CFM/sqft -· - = = -- 34-49 Tons 103.75 sqft/Tons 3,578.00 sqft 0.339 BTU/hr/sqft/F 2 .10 CFM/sqft *"~**~~~**************************************~************************** ZONE DESIGN COOLING LOAD SUMMARY Location : CZ07 -San Diego, California PrePared By : TK & G Carrier Hourly Analysis Program 03-23-92 6100190202 Paga 2 of 2 ************************************************************************ CALCULATION DATA: Zone Name : BIOLOGY LAB Job Name : ISIS Cale TimE~ Jun 1600h Amb db/wb: 89.3/ 67.8 F ************************************************************************ WALL AND GLASS LOAD BREAKDOWN LOAD COMPONENT GLASS LOADS:NE E SE s SW w NW N H WALL LOADS: NE E SE s SW w NW N AREA (sqft) 137 0 21 0 0 0 438 0 0 727 0 0 0 0 0 728 0 TRANSMISSION (BTU/hr) 1,800 0 276 0 0 0 5~756 0 0 6.566 0 0 0 0 0 0)022 0 SOLAR LOAD (BTU/hr) 2,657 0 373 0 0 0 :6,371 0 0 *******************************************************~**************** i_,.)cat .i.on ZONE DESIGN HEATING LOAD SUMMARY CARLSBAD. California 0'3-1::_---.-:: r:, ~ "?oar t~d G:v TK s~ c .:_, 1 oc l ';>c,.::::02 :::,:.\ r 1· i-er Hour l / Analysis P1-0G)r am ~~ ;:K ~}()f. ::-k * * *** * *-~* ~:.::;.t. ::< ** ::~ ::~ '* * :t: ** )J::**)l~*;:;t( *· * ~~ ** )r.'. ~K::K::-!:: * * >~-# ;t,:: * *)t:'!~ *.* * :-~ :-K :\:. :!.:. ·r >~ * '}: ;:-~-;~. :~ ;:. '.-} -~ ~::.:}· :~: .-r' ·: .. cr;LCUl_ATION OATA: Wtnt ft2.0C€SS /...oAD Zons i'-larne: : BIOLOGY LAB/1005'.; 0,~1 .Job i\Jamr~ : I5IS LOAD COMPONENT WALL TRANSMISSION ROOF TRANSMI5SION GLA5S TRANSMISSION TRANSMISSION LOSS TO UNCOND. SPACES INFILTRATION LOSS SLAB FLOOR l lEi\TIN;::; SAr-ETY BTU/hr '3U8-TOT f;L NET VENTILATION LO~S TOTAL HEATING LOAD HEATING SUPPLY CFM HEATING SUPPLY AIR TEMPERATURE HEATING VENTILATION AIR CFM HEATING THERt-'l05Ti~T SETPOH1T TEMP Cale TirnE,: ' . ..Jint<'ff desj_-:,n Amb db 34.0 F LOr-\D ( BTU/ h1 ) 33,331 13,596 25,592 0 5,810 0 11'1749 90,079 ?04.470 39/J. .!:-49 + ,C,8~- qo .0 7,500 72.0 CF!'i CiGC: f" C c-,., I ' de'.:: F L, .. :,c ·-·l !.:. i :..., n ::,r .-:r,:>~ r ,· .. ,.-J 8~/ ZONE DESIGN HEATING LOAD SUMMARY CARLSBAD. California ' .. ~--. ... ·, '.. -~ -~ 1 ·: ~-· ·:;: .: ! :: ·::-: .: ·t--·}::-~~:~{..::J-:-;.i:·-+ ... ~--r-t:::;;~:k.~ 1... .. }·~-r.--1,:;:-r-:-:<>t==~:-::K=~--~::*-;-1..-~~-:----~--i·;~·-: · ... 1-: .: :: ·: ·:.:·:: -~ '. "'. ·: ,: ··: ~ .... -~-· cr:~LCl,.l!_;e\TJ()~ Dr TA: w rrHcO;f W,ceess Lot,<O ::?:,~,ne Name ; BIOLOGY LAB Cale; T.i.mE-· l,Jint2r ,--Jz::.·:::.L:n :r ,J b t--1 b. m :.:3 : ISIS Arn b db 3 ·1-. 0 F L.C)r:\D COMPONENT WALL TRANSMISSION ROOF TRANSMISSION CL:~::::,<:, TRANSMIS~ ::::o~·-! :?tli'!'=-MISSION LOSS TO UNCm!C-. SP0.CES INFtLTRATION LOSS ~~I_J.:i8 FI_OOR l ·i[;:'1TH!G SriFET'( BTU/h1- SU8··· TOT;:;L NET VENTIL~TION LOSS TOTAL Hf::ATING LO(':D HEATING SUPPLY CFM HEATING SUPPLY AIP TEMPERATURE HEATING VENTILATION AIR CFM HEATING THERMOSTAT SETPOINT TEMP LOie;D ( CTU/hr ) 3:'.], 131 0 5,310 0 11,749 s•o , 07? 190,2..'.:,7 4, 62' -~ CFM 90.0 deg F 4,684 CFM 72 ~ o de·r;; F I I o ,I .t • ' ,· ., l ' Certificate of Compliance· (Part 1 of 2) ISIS PHARMACEUTICALS Project Tida Date of Certificate R.E-Wall and·Asaociates Project Arcn1tect/Englneer 2292 Faraday Avenue Project location carlsbad, CA City/Town Mike Wall/.. R.E. Wall 619-625-0200 Documentation Author/Firm Telephone PrlnclJ)II Dealgner. The proposed building will be in substantial complfance with the· California Building Energy Efficiency Standards provided it is built according to the plans and specifications and provided future Improvements are completed according to the requirements indicated on this Certificate of Compliance. The plans and specifications have been prepared to include all significant enerQy conservation features regu,lred for compliance with the Standards. Building areas that are unconditioned and/or not subject to the standard& are indicated on the plana. Plana dated Signature Name/Tl•t.. Compan'<' ! Addrea• clfyJS~;..tttn Telepho'iie Specs elated Date Cal. Dcen&e No. Owner. The energy conservation features and performance specifications indicated on this document and on the plans and specifications shall apply to future alterations, unless compliance is demonstrated anew and a new Certificate of Compliance is submitted. A . copy of this Certificate will be retained and transmitted to future tenants, subsequent owners or others with responsibility for making improvements or modifications to the building. If this certificate is lost, a new Certificate may be required before a permit Is issued for alterations. Unconditioned areas are lnc#cated on the plans and, if these areas are conditioned in the future, they must be made to comply with the applicable energy atandarda lhen in effect. · Signature Nameltlili Company Cll)'/State/Z1p Date Enforcement Ag_eney. The P,ro~ed building, and future alterations will comply with the California Building Energy Efffciency Standards, provided future alterations meet the requirements indicated on this Certificate and all appl~ble mandatory measures, as long aa the building oc::cupancy type rema,~~.unchanged. Signature Name/Title Agency Address cfiyJStaii/Zlp EEM Form Revised September 1988 Date Prescriptive Requirements CF-1 A For Enforcement Agency Use Only Builcing Permit Number Plan Checked Sy Date Field Ch~ Sy Date Approved By Date General 1 Unconditioned or Multi-tenant shell? • • • __ _ 2 CEC Occupancy Type • • • • • • • 3 UBC Occupancy Group/Division • 4 Edition of Standards • • • • ___ date 5 Conditioned Floor Area • • • • ___ sf 6 Uncondjtloned Floor Area • • • ___ sf 1at Generation Occupancy TypN 7 Location Code Number • • • • • 8 Occupancy Code Number • • • • • ; • __ _ 9 Maximum Allowable Uoverall • • • • • • __ _ 10 Standard OTTV • • • • • • • • • • 2nd Generation Occupancy Types 11 Climate Zone • • • • • • • • • • 12 Package Selected • • • • • • • • 13 HVAC Power Criteria Set (if applic.) ••• __ _ Btu/h-sf-F BIU/h-sf Note: List other options and requirements significant for compliance below or on an attached supplement For example, include tenant Improvement specifications. Additional requirements should be further detalled In the energy compliance documentation. Attachment becomes part of Certificate ofCompliance. 14 Supplement Attached? • • • • • • • • ~--(YIN) ' ,,, . -,: \11:-.... tk '' I,, . .., .. ~ -::.. Page __ of __ . · Certificate of Compliance (Part 2 of 2) Prescriptive Compliance CF-1 A ISIS PHARMACEUTICALS Project Tide Mike Wall ,R.E. Wall Documentation Au r. Date of Cerulicate 6Jr~5::0200 Cond.Flr.Aija I cec 0cc. Type For EnforcementAgeney Use Only eep ne 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 followin17 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-----· The plans and specificatJons include the significant energy conservation features and the compliance documentation JS consistent with the plans and specifications. : Envelope Allowed PropoNd 1 Roof/Ceiling Rt , • • • , , __ _ 2 Exterior Floor Rt • • , • , ,...._ __ 3 Opaque Wall Rt • • , • • •. __ _ 4 Exterior Wall Area , • • • • • • 5 Wall Glazing Area • • • • , • • • • • ,, __ _ 6 Average SC (Wall) , • , • , , • • , • __ _ 7 TolalWall%Glazlng ••• __ _ 8 West Exterior Wall Area" (If applic.) • • • __ _ 9 Glazing Area (West Wall)" (if appllc.) • • ,...._ __ 10 Average SC (West Wall)° (if applic.) , • • __ _ 11 West Wall% Glazing* • • • __ _ 12 Roof Glazing? (attach CF-6) • , , • • • __ _ • Lowrlae office P_kgs. D, E,& F and all highrise office Pkgs. Lighting 13 Basis of Allowed LPO • • , whole buildin<;J: Allowed Proposed 14 LPD ••••••••••• 1.5 15 Package Lighting Reduction. __ _ 16 Aqusted LPO • , , , • , 1.5 1.31 17 Lighting Control Credits? • • • • • • Y Other requirements: Mechanical A11owec1 Proposed 18 Whole Bullclng HVAC Set#? (WS-4A) • • __ _ a. Fan Wattage Index • • • __ _ b. Cooling Power Index , • __ _ c. Healing Power Index • • __ _ 19 Tailored HVAC Approach? (W5-4B) • • a. Heating Capacity , • • • __ _ b. Cooling Capacity • • , • __ _ c. Fan Performance Index • __ _ 20 Simultaneous heat/cool? (W5-4C) • Other requirementa: EEM Form Revised September 1988 h-F-sf/Btu h-F-sf/Btu h-F-sf/Btu sf sf % sf sf % (YIN) ' : . I Extent of Improvements I Plansda¥ Signafure: mpany: AddreG& '. c1ty/State{Z1p Telephone Enforoem~t Agency I Tenant improvements Extent of Improvements 3-20-:-92 Plans dated ' cal. Ucense No. Date Specs c:liitea,_ watts/sf watts/sf watts/sf (YIN) Signature Date .,, Mike Wall/ V .P. · Name/Tide (YIN) watts/sf Btu/sf Btu/sf (Y/N) _(units) _(units) elm-in/sf (YIN) , R.E. WALL AND ASSOCIATES Company· . 5830 Oberlin Drive, suite 301, Address I SanDi~o, CA 92121 City/StaielZip 619-625-0200 ~~7 E~forcemfflt Agency i ), Extent of l,mprovements ' ' Plansdat,cJ Signature, Namemu, Company, Oate Specs dated Date .. -~--'~--.. ~-"JJ,~ 1! · .' ... '. · .. : ;,: 1,~:,, ... 1. i __ ;,,, :'''-~-1ii:L :l JHLH~c.'.;!~..J'.Nili~~UlJ. Telepfion~ · Cai. License N~. · ' · · , • · -:1~ , Enforcement Agency ' ' .,., ,t , . ' . I /"~, Date. ,·~·;..,..n .,: .. ,. ,1 , • ·1 Page __ . _pf_-_ . Installed Lighting Summary IL t ;-'. :CF-5' I 1. , ·, •• I'',: I ISIS PHARMACEUTICALS Project Tide For Enforcement Aienw: U~ Clnly I l • l :• I • omch~l l:M I R.E. Wali½ / 3-19-9i menta on AU ~ rm ate l, Plan Checked Sy , .Date Proposed Adjusted LPD 1 Total Installed LlghJing Watts (from below) , , , · , , , • , , • , • , • , , • • , • j ~-• , , • • • • • , • 23,000 .Wa~ .. 2 ConllOI Credit Watts (WS-SA) • • , • , • • • • • • • • • , • , , • , , • • • • .f • • • • • • • • • .1, 031 . , Wa~ . ; · 3 Adjusted Watts (Une 1 -Une 2) • • • , • • • , , • , , • • • , • • • • • . • • , j ·• • • • • • • • • • 21, 969 , · ·wa~ i · ,4 Concilioned Floor Area (from CF-1), , •••• , , , , , •••••••• ~ , • ./ •• , ••• , , •• 16,817 , ft2 , ·, 5 A~ustedLlghtingPowerOenaity(Llne3/Line4), •• ,,,,,,,.,,. ,' •· ~ ,: , • , •••• , ·., 1.31 :. ,W,a~.1 6 CJ Allowed Whole Building LPO (from CF-1, Part 1) ' !'. : . , , '_: or i . ' :. '· · . . r DA11owedTalloredLPO(fromLine5ofW$-5C) •••• , ••••••• , .: •• , ,1 •., •., , , • , , ··------·'}Y~~. :: Installed Lighting Schedule A B C Luminalre Reference in Reference Construction Code Document& Lumlnaire Description :o ! I: ! Number of · Lum.lr,aires :· l E F Watts per '' Luminalre (incl. ballast) · Total · Watts Non-standard value? t/ '!,' A E-3 2'x4' recessed fluor. 1 120 -------------------. w/ 3F40W lamps tandem ~ ire 108 12,~69 Al E-3 B E-3 ·,,l E-3 c ... E-3 D E-3 F E-3 G E-3 H E-3 J E-3 2'x4' recessed fluor. w/ 3F40W lamos ·- 2' x4' recessed fluor. \f./ _ 3F40W lamos tandem wire .F.:.~--!J .. u_g:£=-..9Q.'!!1J.iqh_t: ___ _ 2 lamo 2'x4' recessed fluor. 43 13 13 6 3-famost~a~w1rea ______ ·12 4' fluor._str,!Q_ with ____ 1 1 lamo · 12 2 'x2' recessed fluor. ·· : "wI1:h21~------------· 9 .1~.J:j.yQ.r_§t.,rjg_wj..th._____ 1 2 laIDDS I 3 ;- ------------------··. I I --------------------· I --------------------- ! 112 4,816 I I 108 216 I - : 112 1,456 30 390 75 450 108 1,296 46 552 72 648 72 216 I' ' ' ! I I ~-----~---~------------~----~-----~~~~~--,-t . ' I I .' • J .... > • EEM Form Reviled September 1988 -------------------;":,:;';i", h. ''li')1H"i\)J, ii ' ... ,,·1· •, ·1·l'1 ·,l''1»°111 i 1111,i1j,,Hl,.,.,J·j,l~,!@h·1·1f1lj'1 'f 1• • I'.·· -' J ! l'IJ~ > l, •,1,I, H~ I ~J !~ 11J·1~ 11ii\~HlC'1 rw;ri.1tr~~' I .• --·-. ---. ·--'-:----,'-• -· ·-----· ... --___ .•• ---... ______ .·, .. !I ,!':.' L, -. ..:Jl_[_~ ... ~_: Page Total Building Total 23,000 ', :, Page_l_ot__!__ ~ Mandatory Measures Checklist ISIS PHARMACEUTICALS Project Tide Michael Wall / R.E. Wall 3-19-92 Documentation Author/Firm Date Plan checked Sy · ·. . · :' Date This Checklist Is applicable to bolh First and Second .Genera~on Nonresidential Standards Compliance. • 1 Reference in i Reference in Construction ~ocuments Construction : Documents Envelope Measures [ ) Certified insulation materials per 2·5311(a) ••••••• __ _ [ I lnsul!ltion i~tallad to meet flame spread and smoke density requirements of 2-5311(b) ••••••••• [ ) Urea formaldehyde foam Insulation is installed per 2-5311(c) ••••••••••••.•••••••. __ _ ( ) Retrofit insulation specified as per 2-5313 •••••• ( ] Air Infiltration la minimized by specification of tested manufactured doors and windows, proper sealing and caulking of joints and o~nings In exterior walls, and weatherstripping as per Section 2-5317 • • • • • Lighting System Measures [ ) Certified luminalreaJballasts per 2-5314(b) • E-1 [ ] Independent control w/ enclosed areas per 2·5319(a) • • E-3 [ I Manual switching readily accessible per 2-5319(b) ••• ._E_-_3_ [ ] Reduction of Ughting load to at leaat one half per 2-5319(c). Oocupancy sensors or programmable timers meeting eec criteria may substitute •••••••••• E-3 [ ] Separate switching of daylit areas per 2·5319(d) • • • • n/a [ I Separate switching of display and valance lighting In retailand wholeiale aiores per 2·5319(h) •••••• , n/a [ ] Automatic control of display lighli~ in retail and wholesale stores per 2-5319(ti) • • • • • • • • • • n / ;:i ' [ ] Tanoom wiring of one-and three-lamp luminalres per 2-5319(1). • • • • • • • • • • • • • • . . • • • • f!-1 Daylighting and Lumen Maintenance Controls (when applicable) [ ) Uniformly lilumlnation reduction to one-half per 2·5319(&)1 ••••••••••••••••• , • __ _ ( ) FNcker free ~lion and no premall.lre lamp failure per 2-5319(8)2 •• , •• , ••••• , •• , •••• __ _ ( ] Time delays to prevent undnlrable cycling per 2-5319(1)3 • • . • • • . • • • • • • • • • • • • --- i • I• ·)· ,! [ i Ph~tocell sensors with a diffuslrig cover and i . : no;opaqu& COVer per 2•5319(8)5, , , ,. : ~ f • • , I __ _ [ I ~nuf~turer's instructions provided for installatio'l , : · a~ calibration per 2-5319(e)6 ••••••••• i ~ •.• ( I Pr~ Installation of ~n~ols including sttnsor ~~~~n/ ij -...... j,--:iu cer:t1fication of initial calibration and contrnt of IL1ml1JiW~il t \ · I :, onr wltpin dayllt area ~~-2-5319(~)8 , 1iJ~! i;_ ~ 11~'111! Pi?J ·:111\i , I:, . [ ] Vil!lb!e or audible maltun~tion aJamis per 27~19(g) ~. '. • · · :1 ~'-. ! . ' . . .: l :· J' h. ! ' ·,,• I ' I :, -\ 1 ,: • 1 Occupancy Sensing Devic~s (when . _appli~le) · ··· · · · · [ ) Vi~ble 9f' audible malfunc~on a1amis. per 2~~1.,9(g~ :. • • L.--. .. ( I !-l~lta on ~issions per exceptions to 2-~3;H~(~):. ;: ·• • · k-- . j ' ·, , . : ;' : .• 'I -1 ·. . ' . '. HVAC and Plumbing System Measures. ! ' . :'!f :/; \ .. '.: ( ) Pi~ng insulated as required by 2·5$12 •.. ,' ~' j i \ ', ·. r·---- [ ) °9trtified HVAC equipment per 2-5~14(a) .• , :, ~ ., .; • · •• __ _ l '. ,, • ( I Ce,rtified plumbing equipment per 2·5314(~) • :'. : •.. , • • _,_ __ .[ I H~atin~ and cooling equipment efficiency ~r i-~14(b) • __ _ . ' . . ( I Pilrtless ignition of gas appliances per 2-~14(c>:. · ••• __ _ [ ) Au,tomalic controls for off-hours per 2-531 ~!l) 1 .; , • • • __ _ [ ] Thermostat set point requirements per 2-531~(a) •••• __ _ ! ,'. ( ) ~ential control of heating and cooling ~ 2-531 ~a)3 . __ _ [ ) Auitomatic exhaustfan dampers per ~-531f{b) :. : • ~-· •• : __ _ ' ' I ', i ( ) Tt,ermostat controls for each zone per2-5315(p), •••• __ _ ! ' ; '• ;'. .. ' :1 ) V~ntilallon provided per 2-5316 a09 2~ • ; :. -• • • ___ _ [ ] ye:ntilati~ and ~irculation air qu~tity · i :· ;; i · ./ mf!?IJllation provided per 1403(b)3. ,, • ~, • f. ,, ·, .•• .__,.... , : ' ' I ' [ ) H,at~ for do!Tiestic hot water and'~~~ r-5318 , __ _ .j . ' I . . ; ' ,•, i I·.·::.-• ,· •• f,'', ! ,• I .'!• .. · . I -i ·: [ I S18p awi~lng devlcea with separation between , , on/offaettings per2-5319(e)4 •••••••••••• ---, '!i-!\li,:l 'f:·1i:1WHl1:' j : ii':l_ i: h'f' ,l· •, l' li ... 1/,1 1i•,4i1~1+ ,) 11111H 1J;n1inl1t"j/11~)1i!~~ll~IM -----~-j~ I' I~--"··_.·. . ' -. ___ . _'··.'.·:_··.·, ···:· ··~:~.:~i;>:~y\ ... I. ,,, ' i, .. ll,!'.~ .. • ... ~- \ ;,, • ,ti ... EEM Form Revised September 1988 i '. Page __ 9/ __ _ I " '·.\· ·: 1. 2. GENERAL ISIS PHARMACEUTICALS-BLDG 2292 SECTION 16615 DIESEL EMERGENCY GENERATOR SYSTEM DIESEL OUTDOOR SYSTEM A. It is the intent of these specifications to secure for the purchaser a generator set of the latest commercial design, together with all accessories necessary for a complete installation as shown on the plans and drawings and specified herein. The equipment supplied and the installation shall meet the applicable requirements of the following codes and regulations: 1. California Administrative Code Title 19, Public Safety 2. California Administrative Code Title 24,Building Standards 3. NFP A 20 Centrifugal Fire Pumps, 1987 Edition 4. NFP A 37 Stationary Combustion Engines, 1984 Edition 5. NFP A 99 Health Care Facilities, 1987 Edition 6. NFP A 101 Life Safety Code, 1988 Edition 7. NFPA 110 Standby Power Systems, 1989 Edition 8. County of San Diego Ordinance 6212, Noise Ordinance 9. Air Pollution Control District Rules and Regulations for San Diego, or South Coast Air Quality Management District, as determined by site location. 10. AIEE Standard 606, Speed Governing of Engine Generator Units 11. NEMA MGl, Motors and Generators 12. UL-1008 Standard For Safety 13. UL-142 Steel above ground tanks B. All equipment shall be new, of current domestic production of a national firm which manufacturers the engine-generator set as a matched unit, and the manufacturer together with its authorized representative shall have full responsibility for the performance of the generator set and its accessories. Unit shall be designed for outdoor installation with weather protective enclosure. C. Supplier shall maintain a parts and service facility within San Diego County and offer 24-hour emergency service. RATING Section 16615 -1 ISIS PHARMACEUTICALS-BLDG 2292 A. Unit shall be rated at 75 KW, 0.8 PF, 94 KV A, for continuous standby operation during any utility power failure. Rating shall be verified by published specification sheets of its nationally recognized manufacturer. B. System voltage shall be 120/208, 3 Phase, 4 wire, 60 Hertz, with full load current capacity of 208 amps. Generator shall be 12 lead type for future voltage changes. C. Generator set design specified here is based upon Kohler Co. Generator Set Model 250ROZD as supplied by Bay City Electric Works,-San Diego, California Equipment of equal quality and performance will be considered by the engineer until 7 days prior to bid date. Acceptance by the engineer for bid purposes in no way relieves the contractor from meeting the performance features specified herein. 3. ENGINE A. The engine shall be 2 or 4-cycle, direct connected to the generator by a semi- flexible coupling, and both shall be mounted on a common sub-base. The engine shall have sufficient power to produce the specified rating when operating at generator synchronous speed with all accessories required for normal operation including exhaust, fuel, cooling, and battery charging systems. Maximum engine speed shall be 1800 RPM. The engine shall have a pressure lubrication system and replaceable element oil filter. B. The engine shall be equipped with a fuel system suitable for operation on #2 diesel fuel. Fuel system shall include fuel filter, transfer pump, flexible fuel lines, and primary fuel/water separator. C. The engine cooling system shall be designed to provide adequate cooling at rated load in ambient temperatures up to 110 degrees Fahrenheit. The system shall include a unit mounted radiator, blower fan, water pump, and thermostat. Provide a low water level shutdown device. D. The engine governor shall maintain frequency within a +-1/4 percent band under steady state conditions and isochronous from no-load to full load. Regulation shall be as defined by AIEE Standard 606. E. Starting shall be by means of a solenoid operated positive engagement gear driven electric starter for operation on 12 or 24 volt D.C. Note the cycle- crank requirement specified within the generator control panel. F. Engine protective devices shall include: 1. Overcrank -lockout Section 16615 -2 4. 5. ISIS PHARMACEUTICALS-BLDG 2292 2. Low oil pressure -preliminary alarm 3. Low oil pressure -shutdown 4. High water temperature -preliminary alarm 5. High water temperature -shutdown 6. Low water temperature -alarm 7. Overspeed -shutdown 8. Low fuel level -alarm G. Provide vibration isolators installed between the engine generator and base assembly. H. Engine crankcase fumes shall be filtered to comply with APCD requirements. 2-cycle engines shall also filter the air box drain lines. Filter device shall consist of a replaceable filter element and a removable reservoir for collected fluids. Filter shall be sized for the allowable crankcase backpressure established by the engine manufacturer. BATIERY SET A. A lead acid battery set shall be provided and installed on the generator base with seismic restraints. System voltage shall match that of the starter. Cold- cranking amperage capacity shall conform with the requirements of SAE Standard J-537 for zero degrees Fahrenheit. BATIERY CHARGER A. An automatic float/ equalize type battery charger shall be provided, installed, and wired on the generator set. Connections to the battery shall be solid wired ( clip-on type clamps not acceptable). Input voltage shall be 120 volts AC. Charger shall be UL listed. Output capacity shall be 10 amps at 12 volts DC. B. Features shall include the following: 1. Low battery voltage alarm contacts, set to close if battery voltage drops below 11 volts. 2. Neon light to indicate the selector switch is in the "equalize" range. 3. DC Voltmeter 4. DC Ammeter 5. AC Circuit Breaker on input line 6. DC Circuit Breaker on output 7. Battery charger failure alarm contacts, set to close if AC power is lost to charger. C. Battery charger enclosure shall be Nema I Construction and arranged for Section 16615 -3 ISIS PHARMACEUTICALS-BLDG 2292 convection cooling. 6. GENERATOR A The generator shall be 4-pole, revolving field, with rotating brushless or static exciter. It shall have a solid state voltage regulator capable of maintaining voltage within ..±. 2 percent at constant load from 0-100 percent of rating. Voltage regulator shall be of the volts-per-hertz type and NFPA-110 requirement for 100% load pickup shall be met. The regulator shall be sealed from the environment and isolated from the load to prevent tracking when connected to SCR loads. Generator shall be self-ventilated or drip-proof construction with amortisseur rotor winding and skewed for smooth voltage waveform. The insulation material shall meet the NEMA Standard (MG 1-22.40 and 16.40) for Class H and be vacuum impregnated with epoxy varnish to be fungus resistant per Mil 1-24092. Temperature rise of the rotor and stator shall be limited to NEMA Class F. On application of any load up to 100 percent of the rated load, the instantaneous voltage dip shall not exceed 20 percent and shall recover to ..±. 2 percent rated voltage within one second. The generator shall be capable of sustaining at least 250% of rated current for at least 10 seconds under a 3 phase symmetrical short by inherent design or by the addition of an optional current boost system. The generator, having a single maintenance free bearing, shall be directly connected to the flywheel housing with a semiflexible coupling between the rotor and the flywheel. B. A resettable line current sensing circuit breaker with inverse time versus current response shall be furnished and shall not automatically reset preventing restoration of voltage if maintenance is being performed. This breaker shall protect the generator from damage due to its own high current capability and shall not trip within the 10 seconds specified above to allow selective tripping of down-stream fuses or circuit breakers under a fault condition. Circuit breaker shall be sized at 200 AF /200 AT. Circuit breaker shall be installed in the generator terminal box and be easily operable when the operator is at the control panel. C. Provide generator over-voltage protection for sensitive loads that will shut the unit down when voltage exceeds 115 percent of rated for longer than 1 second. Section 16615 -4 ISIS PHARMACEUTICALS-BLDG 2292 7. GENERATOR CONTROLLER A. A Solid State Controller shall be vibration isolated above the generator. The microprocessor control board shall be moisture proof and capable of operation from -40c to 85c. Relays will only be acceptable in high current circuits. Circuitry shall be of plug in design for quick replacement. Controller shall be equipped to accept a plug-in device capable of allowing maintenance personnel to test controller performance without operating the engine. The controller shall include: 1. Fused DC circuits. 2. Complete two-wire start/stop control which shall operate on closure of a remote contact. 3. Speed sensing and a second independent starter motor disengagement systems shall protect against the starter engaging with a moving flywheel. Battery charging alternator voltage will not be acceptable for this purpose. 4. The starting system shall be designed for restarting in the event of a false engine start, by permitting the engine to completely stop and then reengage the starter. 5. Cranking cycler with 15-second ON and OFF cranking periods. 6. Overcrank protection designed to open the cranking circuit after 75 seconds if the engine fails to start. 7. Engine cooldown timer factory set at five minutes to permit unloaded running of the standby set after transfer of the load to normal. 8. Three-position (automatic-OFF-Test) selector switch. In the test position, the engine shall start and run regardless of the position of the remote starting contacts. In the automatic position, the engine shall start when contacts in the remote control circuit close and stop five minutes after those contacts open. In the off position, the engine shall not start even though the remote start contacts close. This position shall also provide for immediate shutdown in case of an emergency. Reset of any fault lamp shall also be accomplished by putting the switch to the off position. B. An Engine and generator instrument panel shall be installed on the unit with Section 16615 -5 ISIS PHARMACEUTICALS-BLDG 2292 vibration isolators, and include the following: (1) Instruments AC Voltmeter, 3.5 inch, 2% accuracy AC ammeter, 3.5 inch, 2% accuracy VM/ AM phase selector switch Frequency meter, 3.5 inch, 0.5% accuracy, dial type DC Voltmeter, 2 inch 2% accuracy Engine water temperature, 2 inch, 2% accuracy Running time meter (2) Indicator Lamps And Alarm Contacts Overcrank (red) High water temperature (red) Low oil pressure (red) Overspeed (red) Anticipatory low oil pressure (yellow) Anticipatory high water temperature (yellow) Low water temperature (yellow) Emergency stop (red) "Not in auto" (flashing red) Low fuel (red) System ready (green) Battery charger fault (red) Low battery volts (red) Auxiliary lamp (red), spare -for use by others (3) Controls Lamp test switch Voltage adjusting rheostat, + or -5 percent range Panel lamps (2) ( 4) Alarm horn, with silence switch, to meet the requirements of NFP A 110. Note: Silencing this horn after one fault, i.e. low fuel, shall not prevent it from sounding again should a different fault condition occur. C. Complete control panel shall be "rodent proofed" to prevent damage to components by small rodents. 8. EXHAUST SYSTEM A. A critical degree silencer shall be provided and installed on the roof of the generator set enclosure. Supplier shall furnish back pressure calculations for the installation as shown on the drawings verifying that engine limitation is Section 16615 -6 9. ISIS PHARMACEUTICALS-BLDG 2292 not exceeded. Silencer shall be arranged for horizontal mounting with bottom (side) inlet and end outlet. Provide a stainless steel bellows type flexible exhaust connector at the engine exhaust outlet. Provide long radius type elbow to discharge exhaust vertically. Provide suitable rain cap. A "Critical Degree" silencer is considered to be one capable of attenuating engine exhaust noise component to 85 dba at 10 feet in a free-field environment. JACKET WATER HEATER A. A jacket water heater, thermostatically controlled, shall be installed on the engine. Heater shall be 1500 watts maximum, 120 V, AC input. 10. FUEL STORAGE SYSTEM 11. A. Provide a sub-base mounted fuel storage tank capable of supporting the generator set at rated load for 10 hours. Overall dimensions of the tank shall not exceed those of the generator enclosure. Tank shall not extend within 12 inches of the generator end to provide access for electrical conduit from below. Tank shall be built and labeled in accordance with UL-142. B. Tank features shall include: 1. Locking fuel fill cap 2. Engine supply and return openings 3. Vent 4. Drain plug (top mounted) 5. Fuel level indicator gauge 6. Low fuel level alram switch, set at 4 remaining hours 7. Secondary containment, totally closed, by double wall tank construction. Provide alarm contact for "liquid in containment basin" C. Provide flexible fuel lines rated for duty at 300 degrees F and 100 PSI. WEATHER PROTECTIVE ENCLOSURE A. Provide a steel weather-protective enclosure with removable or hinged side panels to allow inspection and maintenance. The enclosure shall be coated with ASA gray primer and two coats of high-gloss, weather-proof, sag resistant vinylac in the manufacturer's standard color through an electrical bonding process. Section 16615 -7 ISIS PHARMACEUTICALS-BLDG 2292 B. Doors shall have a common keyed latch. Provide 2 sets of keys. 12. REMOTE ANNUNCIATOR PANEL A. Provide and install a remote alarm/ status panel as shown on the drawings. Panel shall include the following features: 1. Alarm indicators for: a. Prealarm high engine temperature b. Prealarm low oil pressure c. Low water temperature d. Low fuel e. Battery charger fault f. Low battery voltage g. Auxiliary fault 2. Shutdown indicators for: a. High engine temperature b. Low oil pressure c. Emergency sop d. Overspeed e. Over crank 3. Status indicators for: a. Line power b. Generator power c. System ready d. Generator switch not in "Auto" e. Lamp test switch 13. SEISMIC RESTRAINT A. The generator set shall be anchored directly to the concrete foundation by means of approved anchor bolts. A minimum of four ( 4) anchors shall be provided by the generator set supplier. B. Provide calculations signed by an engineer registered in the State of California verifying compliance with California Administrative Code Title 24 for Zone 4. These calculations shall be a part of the submittal data provided. 14. AUTOMATIC TRANSFER SWITCH A. Provide an automatic transfer switch compatible with the engine generator control system. Switch shall be rated for continuous duty at 120 /208 volts, 3 phase, 4 wire, 60 Hertz, and be sized at 200 amps. Switch shall contain 4 Section 16615 -8 ISIS PHARMACEUTICALS-BLDG 2292 poles with switched neutral, and shall be mounted in a Nema 3R enclosure for outdoor wall mounting. B. Automatic transfer switch shall be Kohler series S340, ASCO series 940, Russelectric series RMT. C. The automatic transfer switch shall be mechanically held and electrically operated by a single-solenoid mechanism energized from the source to which the load is to be transferred. The switch shall be rated for continuous duty and be inherently double throw. The switch shall be mechanically interlocked to ensure only one of two possible positions -normal or emergency. All main contacts shall be the silver alloy wiping action type. They shall be protected by arcing contacts. They shall be of the blow-on configuration and of segmented or brush construction. The operating transfer time in either direction shall not exceed one sixth (1/6) of a second. All replaceable contacts, coil, springs and control elements shall be conveniently removable from the front of the transfer switch without major disassembly or disconnection of power conductors. Sensing and control relays shall be continuous duty industrial control grade type with a minimum contact rating of ten amperes. Automatic transfer switches utilizing components of molded-case circuit breakers, contactors, or parts thereof which have not been intended for continuous duty or repetitive load transfer switching are not acceptable. The automatic transfer switch shall conform to the requirements of NEMA ICS 2-447 and Underwriters' Laboratories UL-1008. D. Withstand current rating of the switch, when used with the specific protective devices shown on the drawings, and as defined by UL-1008, shall not be less than 35000 RMS symmetrical amperes. E. Automatic transfer switch shall include the following accessories: 1. Time delay normal to emergency, adjustable -0.6 to 60 seconds. (set at 2 seconds). 2. Time delay on engine starting, fixed at 3 seconds. 3. Time delay emergency to normal, adjustable 1 to 3 minutes. (set at 30 minutes). 4. Frequency voltage relay for emergency source, monitoring 1 phase, non-adjustable. 5. Test switch, mounted on enclosure door. Section 16615 -9 ISIS PHARMACEUTICALS-BLDG 2292 6. Disconnect plug to prevent automatic operation during routine maintenance. 7. Main shaft auxiliary contact, closed on normal. 8. Main shaft auxiliary contact, closed on emergency. 9. Green pilot light, installed on enclosure door, indicating switch in emergency position. 10. Red pilot light, installed on enclosure door, indicating switch in emergency position. 11. Plant exerciser, 14 day period adjustable in 30 minute increments. Two position switch included to permit "loaded" or "unloaded" running. 12. Manual operator, for maintenance purposes and operation of the switch when unloaded, in conformance with UL-1008. 15 TESTING A. Design prototype test: Components of the emergency system, such as the engine/generator set, transfer switch, and accessories shall not be subjected to prototype test since the tests are potentially damaging. Rather, similar design prototypes and reliability preproduction models, which will not be sold, shall be used for these tests. Upon request, the following certified test records shall be made available: 1. Maximum power (KW). 2. Maximum starting (KV A) at 30% instantaneous voltage dip. 3. Alternator temperature rise by embedded thermocouple and by resistance method per NEMA MGl-22.40 and 16.40. 4. Governor speed regulation under steady-state and transient conditions. 5. Voltage regulation and generator transient response. 6. Fuel consumption at no load, 1/4, 1/2, 3/4, and full load. 7. Harmonic analysis, voltage waveform deviation, and telephone influence factor. 8. Three-phase line-to-line short circuit test. 9. Alternator cooling air flow. 10. Torsional analysis testing to verify that the generator set is free of harmful torsional stresses. 11. Endurance testing. B. Final production tests:Each generator set shall be factory tested under varying loads with guards and exhaust system in place. Tests shall include: 1. Single-step load pickup. 2. Transient and steady-state governing. 3. Safety shutdown. 4. Voltage regulation. Section 16615 -10 ISIS PHARMACEUTICALS-BLDG 2292 5. Rated power. 6. Maximum power. Upon request, arrangements to witness this test will be made or a certified test record will be sent prior to shipment. C. Site tests: An installation check, start-up and rated load test shall be performed by the manufacturer's local representative. The engineer, APCD, regular operators, and the maintenance staff shall be notified of the time and date of the site test. Coordinate test date with APCD inspection to allow APCD observation of full load test. The test shall include: 1. The initial startup of the engine-generator set shall be performed by a factory trained representative of the engine generator set manufacturer. He shall furnish and install the recommended engine lubricants and fill the cooling system with a 50% solution of ethylene glycol antifreeze in accordance with the engine manufacturer's recommendations. He shall be present during the load test specified, and at the conclusion of the test shall supply the owner's representative with three (3) complete sets of operation, maintenance, and parts manuals for all equipment. Under this section of the specification, he shall instruct the owner's personnel in the proper operating and maintenance procedures for all components of the standby power system. 2. Accessories that normally function while the set is standing by shall be checked prior to cranking the engine. This shall include: engine heaters, battery charger, etc. 3. Startup under test mode to check for exhaust leaks, path of exhaust gases, cooling air flow, movement during starting and topping, vibration during running, normal and emergency line-to-line voltage and phase rotation. 4. Automatic start-up by means of simulated power outage to test remote automatic starting, transfer of load, and automatic shutdown. Prior to this test, all transfer switch timers shall be adjusted for proper systems coordination. Engine temperature, oil pressure and battery charger level along with generator voltage, amperes, and frequency shall be monitored throughout the test. 5. Load test system utilizing contractor furnished resistive load bank, as Section 16615 -11 follows: 1/2 hour 1/2 hour 2 hours @ @ @ ISIS PHARMACEUTICALS-BLDG 2292 1/2 load 3/4 load rated load 6. Provide a certified copy of site test report showing compliance with specifications and approval of the installation for warranty purposes. 16. WARRANTY A. The equipment supplied under this section shall be covered by a warranty against defects in material and workmanship for a period of 5 years or 3000 hours of operation. Warranty shall provide for free replacement or repair of parts for the 5 year (3000 hour) period, and free labor for the first two years. A warranty statement including these features shall be provided as part of the owner's manuals. Warranty shall be administered by the same company that supplied the equipment. * *END OF SECTION** Section 16615 -12 ~~\;:_(. _.- ' .... · '. '.... ·. . . ·• . . ;_ . ' . . . . ~ . . . . . · ... ··. -. :_ ; . '_.:~)'.:f\!:r,··'.·r:-;-_:,_···::.--··,:,-_.:=:'.·:~;":·:' '-/ .. :'-: :<>:·:?>t?--t:>:;;: ;_:-'.'.'~?-:·:-~·''.\::---~"<'··'?.·<::_'?/~-~ ?-->::'°:,'c" -.; ··: ·:· --·;_·,_-.~?.··-''_·~·-,._:-··:::·:.--. :·. ,·, .. '.-=:;-;; ,_: _ .. ,: .·:-::.-·::·=;-; .. ~ J MAY 08 192 16:45 RE WAA~/~~w~EtO& ASSOCIATES, INC. ~ Registered Electrical Engineers P.1/3 t7 FAX TRAN SM ITT AL SENT TO t0»4 H~ i 1..5&1.C No.ofpages __ --___ 3 __ _ FAX NUMBER ...,.J __ )_S_Co_O_--_/ 5_% ____ _ PROJECT { Z>lS ~ ~l~ 'lt-12--- JOB NUMBER __ q_0_[ -_0 ....... f _____ OATE SENT __ 5_ .... _~_-_7_'2-______ _ SENT BY .... ._ ~k Wa..U. 4:WWWW COPY TO mailed ·to11owln9 this transmission. e transmitted pages, please inform R. e. Wall & As~oclat_es as soon OTustin 714 .. 544 .. 278~ fax 714-544-4762 ~an 0lego 619·625-0200 fax 619-625-0204 . . . . .·. . . ~ . '· ·,:-·: i~\ ...,. · .. ·, ·:_•.• ._,•.:· _:, . ~ ~-.'. -.-·:: :·:·. :._ ··:: .... --: ··:··.:·:_-·. ---~ ·:·· .· ' .. ',,, ·: .'·:···-·· ·::;-. ,·.·~: ·::-.' ·,·,··::··: :·,,;, , .. .'"·· .,;,:, .. -;;· .. --·-:·::· :;._ ': ·,···-: ':"'' · ......... ,. :····· :··. -<··.,·. ~ ., .. ··::· ,.·,.~··-::· • ' • • ',-• l • • '' " -' • • • -' ' . p Q LI i I I ,.,. • !~A - .. ·· _;;: :. . /?\'.'. :~:(j' .. . . ., . . . , ···short-circ.uit C-urrent Calculations for Industrial and Commercial Power Systems published by SYSTEMS ENGINEERING APPARATUS DISTRIBUTION SALES DIVISION I GENERAL. ELECTRIC P. 2/3 GE f ·355,)C . 'i. ' ··' MAY 0:3 '92 16: 46 RE WALL/SAN DIEGO Tobie 7-btlmatod Secondary Short.circuit Cut'rents For GE Type 11QHT'' Dry-typo 3 .. phcue f ~antformePJ PRIMARY R!ITING 600 VOLTS ANO lm0W, SECONDARY RATING 480Y/277V and 2081120V 11an1fo,.,•r WA Ro1fn9 I 6 l 9 I 15 I 30 I A5 I 75 1112.s I uo 1woilobt~ $Ull•<i1cul1 ..... , .............. r,11•1forn1er lmpodon•• Symm•lrl<ol rms I '·' I 3,$ I 2.~% I 2.2? 12.,3 12.35 Ampo,u ~IR 12.n 12.31 ,111:X 1.n 1.16 I.BO 1.37 J,73 1,91 3.81 M Sho,Ml•cijll $y111.,e1rtcol rms Am~•1•1 StcondQry Volloo• ., 2S.000 480 22~ -IU (,40 &8$ ,o, 515 960 l,47S M3.S ~o,ooo 460 ns ,10 64' 890 20t 520 90$ ·t,4GS 2,0,0 200,000 460 :m · 420 650 a,s 208 S~() 970 1,49$ 2,060 Solve for the Secondary l1'a1Jlt uain& tho per•unit method, · Select 150 kVA as tho shldy base. . 1S0 lcVA X av1ul11,ble= 41,510 kVA c:::0,0036 pu 1,700 3,92$ 2,610 ,.~oo 2,Q90 MOO 2,92.S (i,no 1,740 :2,925 7,820 3,085 .i,oo.s 6,7.SO 6,~00 7,11S 1,760 3,010 z,ns ,;Ho 4,oo~ 7,010 6,no I m I 300 I ~oo I I.I~ I LS 5,5 4,5 I '·' $.9 4,050 S,800 7,100 9,350 13,,00 16,400 000 6,550 8,260 10:1s1 15,100 19,160 4,10/) ·:,Mo 9,4()0 10,eoo l,MOO ~1,71)0 ' 150 kVA X tran1=(,0S0) 150 kV A =0.050 pu kVAb 150 I,.= ya (kV) (Z) m V3(.208} (.0585) X=X avail,+ trani= .. o.0036+.oao.=,0S36 pu I,0 =7,11'1 3¢ Short•eirc1.1lt Sym. rrns Am· peres at tranGformer terminal, '•, ... P,3/3 Appendix ? 50,000 Short·cimlil i;ym rrns amperes (50,000 ,l( V3 x 480 V) 11.000,000 i 41.56 MVA ovoiloble 480·208y 120·1101!$ · 15OkVA.%z~ 5.6 lse<oedory 3 ¢ bolled ,o,11 · ISO -:: 41 fo.Co A [3(.wi) 4\~-lP/061$° == 7,1...46· Estimated Short-circuit Curroi'it at the End of Low-vol?oge Feodor (See Fig11. 25 .. t-25-30) Power . system maximum esti, mated short -circuit currtnts, as functions of distance . along feeder conductors fed from standard three- phase radial secondary unit substa- tions, can be read dirr:ctly in rms symmetrical amperes from a series of curves, Fig. 25-1 through 25·30. The one-line diagram shows the typ- ical radial circuit investigated. The conditions on which the curves are based were as follows: l, The fault was a bolted three· phase short circuit. 2. The primary three-phase short· circuit duty was 500 MVA (60 cycles) for all curve;,. A typical supply-system X/R al the low-voltage bus was used in calculating the curves for each case. 3. Motor contributions throuiih the bus to the point of short circuit were included in the Typl~ol <lrc11il lnveUiQutocl to ,how offoc! o" ,hort-clrcull duly as point of fo11II h moved Gwoy from lht low•voltoso bVJ alon11 tho ft#o<for cond11cto,a calculations on the.basis of 100 percent contribution for the 240·, 480·, and 600-volt sys. tems and 50 percent contribu· tion for the 208-volt systems. 4. The feeder-conductor· imped· ance values used in the cal- culations are indicated for various conductor sizes. These curves can also be used to select feeder conductor sill'es and len-gths needed to '{educe short· circuit duties to desired smaller values. Note that conductors thus selected must be f 1.1rther checked to assure adequate load and short· circuit c~pabilities and acceptable voltage drop. 35 ~.t t.)'G..f'"lltf~, wj,~'"h' I ' >.JI'\ J1-1. ......... ..!l ~ I NUMBER ACFIYL.AMIDE FISHt:R Hg i:lr'l70·6 t\Cl/\R·BACTO DIFCD·"~.\/R t lb DFO1.;o-01 AGAR-N08~l OIFCO/FISHEA , lb Cro1<12-01-1$ AGAA·SELEC'T GIBCO 1 lb M00::.191li AGAROSE 8RL 500grn ss1oua ii AGAROSE-NUSIEVE GTG FIIAC 500gm ? AMMONIUM ACETATE SIGMA 500gm A 7:..'t!2 :,! AMMONIUM CHLORIDE SIGMA soo 9m A4Cil4 AMMONIUM Pl:RSULFAT~ BIOAAO ax 10 gm 1~1-0700 AMMONIUM SULFATE 8Al I l kg tiSOIUA BES CAUllO : 100 gm ~91~4 BISACRYLAMIOS BIORAD : 250 gm 1~H>Z01 BIS-TRIS CALBIO ,00~ :,(il :,)35 BORIC ACID SIGMA 6 kg 6971#1 8ROMOPHENOL 13LUi:; SICRAC SOsim 101-04".·, N-BUlYFIIC ACID SIGMA . 6gm 81Jee1 CALCIUM CHLORIOE•OIHYOAATE SIGMA . 60011Y\ C 381:11 CESIUM CHL.ORIOE-Moloc. Biol lil'adB 8RL ' 2 kg 654:CUB · ces1UM CHI.OFIICE·Ultra Puru SAL 100gri SSOWA -.. f:IM 1 kg 100 4£i5 CITRIC ACID (anhydroya,) SIGMA 500GM C074W ; I COMM~l!i ~~ILLANT BLUE G-2~0 SIORAD :ll:i grn 161-0.601\ ! COMMASIE BRILLANT BLUE R•260 SIGMA 25gm B0148 l-•• ·, 11':'. ),_ CUPRIC SULFATE BAKER•VWA · 500 gn JT1 i1Ci0•1 ' ,. .. ! CRYSTAL VIOLi:"T FISHER I 2$gm Cl:iG1•i(i . ,·, 01:0XYCHOL.ATl::·SODIUM SIGMA . 1CIQ'11\ D 6760 2-DfOXYGLUCO.SE SIGMA I 1 gm C Gl:l4 DSXTRAN SULFATE PHARMACIA : 100 cp 17-0340-01 2,4-DINTROPHENOL SIQMA : 100 gn i;l 7004 I DI PHENYL.AMINE SIGMA 25Qm 0 23a5 ,, EDTA,OISOOIUM FISHER · 600 gn sa11-soo I SIGMA '500 {,JI'! ED2SS fGl'A·DISODIIJM Fl$H6R ; 100~ 0:0:71i3•100 SIGMA ·100 gn E4::l70 iiRYl'HROSIN 13 $IGMA 2Ggm e 7J7~ ETHIDIUM 8AOMIOE FISHER 6 gm · BP102·S SIGMA ' 6 111' E 6761 FERROUS AMMONIUM SULFA TE-6H20 BAKEA•VWR 500Gm JT2064·l FICOLl TYPE 4'00 ~IGMA · 500 Qm F 4376 FORMALDEH YOE BAKEA•VWA 1500 ml .JT-2100-11 SIGMA 600 mt F 11:1315 FRUCTOSE SIGMA 100 sm F 0127 GELATIN SIORAD . ~00 GM 170-6637 GENETICIN rJISCO 1 gm ~-tBTlll GENTIAN VIOLET VWR . 2! ;m eM-3XOOScH OL.I.JCO~E SIGMA 5006ffl Ci 8270 QISCO 500~ ij2Q-60.i!:llN GLYCINE SIGMA s kQ 071213 BIOAAO ;-1 kg 161-0716 GLYCiXAL ALORICH ' 1 IQ; 1:l,846·5 GUANIOINE HCL SRl. : EiOO gm ;i60,1Jill GUANIOINE ISOTHIOCYANATE 6RL • 500\)i"I 66:lfiUA HEPES SIGMA .! 500 gm H•Ql38 HYOAOCORTISONE SIGMA : 1 mg H 0135 O•HYDROXYQUINOUNE . ALOFIICH , 100 lilm H6,&30·7 SIGMA 100gm H U-78 '·, -1 ! •• f MOi.ii=Ci.lLAR AND CEl.UJLAA RIOLOGY CHEMIC,",!.. INYe'.NTORY LIST Qhl5 llll~11AL .. CH!:MIOAL NAME MANUFACTURER QUANTI"C!'.., CATAI.OG ~ fmMBER LITHIUM CHLORIDE ALDRICH 100 gm 31,04-9--8 L-LEUCINE SIGMA 25gm L 11512 L•LYSINE SIGMA 25gm L 1137 MAGNESIUM CHLORIDE-HEXAHYDRATI: SIGMA GOO gm Moaso MAGNSalUM CHLOl-llDE·AnllycJrQUs SIGMA 100 gm M82e6 MAaNE;SIUM SULFATE SIGMA 1l<lO gm M1~7 MAGNeSIUM SULFA T~-HeptaliydratG SIGMA . 500 gm M 18130 MES CALB!O 100 ~ 475893 L-METHlONINE SIGMA .2sgm Mim$ MINERAL OIL LIGHT SIGMA 1000 ml M3518 MOPS SIGMA 2.SOgm M1254 NAUOIXIC ACID SIGMA iSgm NWe NP·40 CALBIO 100 ml 482015 PDA BlOJ:iAO iQgm ? PIPES SIGMA 100 gm F'9281 POLYETHYLENE GLYCOL 8000 SIGMA 500;m P S41G POL VVIN'r'I. PYAROL/OONE SIGMA soo gm Pt'i280 C,~L.810 100gm Ci~Ci 17,00 POTASSIUM ACE:1ATE SIGMA SQQ gm P 1147 i; POTASSIUM CHLORIDE SIGMA 500 gm P 4604 ;1; POTASSIUM HYDAOXlDE SIGMA 1 kg Pl7o7 POTASSIUM PHOSPHATE MONOBASIC SIGMA 1001;¥11 f?5J79 POTASSIUM PHOSPHATE DIBASIC SIOMA 100 gm P5504 PYROPHOSPHAT~ SIGMA. soo gm P eio10 SARKOS'r'L (N-LAUFlYLSARCOSIN~) 1:ilQMA 500 gm L 6126 SOS (I.Auryl Sulfate) $1QMA 1 ke L.4.1500 SILVER NITRATE EM-VWR ~o 11m EM•SXIY.i!Oli•:l SODA LIME ~ISHER . 3 kg S2001-~ SOOI\./M ACHATE SIGMA SOOgm S 8750 SODIUM AZIDE $1ClMA 2Sgm $ 2002 SODIUM BICAABONATI:. $l<JMA 500 !ilfT1 S l!lf/STCI OOPIUM BORATE SIGMA sco gm l:1Q840 SODIUM CARBONATE SIGMA 500 gm S 2127 $00JIJM CHI.OAIOE FISHER Hg $671-t;.I SIGMA ti kg 35888 SODIUM CITRATE {lor SSC dlhydraia} SIGMA 60 kg S 4641 SODIUM FLUOAIO! SIGMA \OfJ IJl1 $1~4 SODIUM HYDFlOXlDE SIGMA 1 kg S~001 SODIUM NITRITE BAl<iR.YWR 500 am Jnno-01 SODIUM PHOSPHATE MONOBASIC SIGMA 600 gti'l S0751 SODIUM PHOSPHATE DIBASIC SIGMA 500gm 8087i;I SUCROSE BAL 1 kg 5503UA STAINS ALL (i5,3'•DIETHYU>•METHYL· USEI 2ogm 3.i!C~f 4,6,4',6'-0IBENZOTJ.IIACARBOOYANINE) SIGMA • Ml GOOl.lgh l::9378 TeS CAL,alO 100 ~/'Ii a~4s~ T~AZOLJUM VIOLET SIGMA 11i1m T 01aa TRYPTON E-BACTO 0IFCO•VWR 12 X 1 lb DF012:3-01 TWEEN20 SIOMA too rnl l-e.&7a TRITON X-100 SIGMA 100 mt P-1379 TRIS b11m1 SFIL Og 6604UC TRIS•HCI (DAVE'S STUFF) BAL 50Q g 5:>06VA UREA BAL s kg VWR 12 kg JT4204·7 XYLENE CYANOLE FF BIORAD 2/S gm 1ei-Q42a YEAST EXTRACT OIFCO-WJR 8 X 1 lb OF0127-C1 ZINC"'CHLOAIDE SIGMA 1~gm Z4S76 ·.!11,i'i' . ... ___ : __ ' -~----\ ..... £0'd IOQ'ON PO:rr :T:H ------.. ----------"' ---------.. --. ----------------------------------.. -----· . -----------. ·- 03/18/92 10104 06.10 93} 5810 ISIS PH,\RM. :~ ,,,--. ) . ' \ : {"/;luro/4,vv; - CI t1. { , er f )( tf f,c -I , /.-.::: ff ?o 06 I f?? e -H1a ;--10 I /J ( e for1e -5--:J'a / j)-, ~/Vt1;-r; / i;-.!J°' I • '.: 4-c e7 on/fr /le -· -~ c.J~t I -C S' CJI-<-j;X ;)_ (_ Forv'Y?c:t /dr,d e ?hc>,-?o I _ ::Tsoan1y / /;/I echo! - ~s-·oc:; ff! I I ::,;,-ot:J/4 I s-t1~ ,,v; I I i . iUJl1;1', , · .,':~1:~Hr;~:i: .. ·· . ,. 'r ( ' . i ' --~----------.... - ISIS PHARMACEUTICALS 2292 Faraday Avenue Carlsbad, California 92008 .. --.... lllill .. -· HAZARDOOS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS 9 April 1992 Prepared by ERIKSEN-RATTAN ASSOCIATES INC. 8989 Rio San Diego Drive -Suite 200 San Diego, CA 92108 Telephone (619)299-6444 FAX (619)299-1229 ....... .. ... .. .. .. .. ~ ... ~ ..... SUBJECT OVERVIEW -SUMMARY ISIS PHARMACEUTICALS 2292 Faraday Avenue· Carlsbad, California 92008 HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS TABLE OF CONTENTS SECTION I: UBC TABLE 9-A/PHYSICAL HAZARD MATERIALS SUMMARY & UBC TABLE 9-B/HEALTH HAZARD MATERIALS SUMMARY UBC TABLE 9-A SUMMARY PHYSICAL HAZARD MATERIALS SUMMARY UBC TABLE 9-B SUMMARY HEALTH HAZARD MATERIALS SUMMARY SECTION 11: CONTENTS LISTING SECTION III: PHYSICAL. HEALTH & NONHAZARDOUS MATERIALS BY HAZARD CLASSIFICATION CARCINOGENS -LIQUIDS CARCINOGENS· SOLIDS C(JIIBUSTIBLE LIQUIDS II C(JIIBUSTIBLE LIQUIDS 11l·A C(JIIBUSTIBLE LIQUIDS 11l·B CORROSIVES· LIQUIDS CORROSIVES -SOLIDS FLAMMABLE LIQUIDS 1-B FLAMMABLE SOLIDS HIGHLY TOXICS -SOLIDS IRRITANTS -LIQUIDS IRRITANTS· SOLIDS NONHAZARDOUS MATERIALS OTHER HEALTH HAZARDS -LIQUIDS OTHER HEALTH HAZARDS -SOLIDS OXIDIZERS 1 -SOLIDS OXIDIZERS 2 • SOLIDS SENSITIZERS -LIQUIDS SENSITIZERS -SOLIDS SARA TITLE Ill MATERIALS TOXICS· LIQUIDS TOXICS -SOLIDS UNSTABLE REACTIVES 1 -LIQUIDS UNSTABLE REACTIVES 1 -SOLIDS UNSTABLE REACTIVES 3N · SOLIDS WATER REACTIVES 1 -LIQUIDS WATER REACTIVES 1 -SOLIDS WATER REACTIVES 2 -SOLIDS APPENDIX ABBREVIATIONS ii SECTION l !! ill ...... ~ iii ·iv .1:,g 2 3-7 8 9-12 tl 1-36 1 2 3 4 5 6 7 8 9 10 11-12 13-17 18 19 20-22 23 24 25 26 27-28 29 30 31 32 33 34 35 36 A1 ---.. fill' .. .., ... <JIii ........ ~ ... -.. lllll!t .. .. ~ .. 1.0 OVERVIEW ISIS PHARMACEUTICALS 2292 Faraday Avenue Carlsbad, California 92008 HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS OVERVIEW -SUMMARY The Analysis represents the types and quantities of hazardous materials proposed to be used and stored by Isis Pharmaceuticals at the location indicated above as reported to the report preparer by Isis Pharmaceuticals thru Roger Howard. The analysis is presuned to represent a "worst case" scenario as all materials indicated will not be in use at the same time. Any differences between the types and quantities of materials listed in the Analysis and actual operating conditions at the referenced facility is the sole responsibility of Isis Pharmaceuticals. The Analysis is divided into three [3] sections with one Appendix as follows: SECTION I: SECTION II: SECTION II I: APPENDIX: UBC TABLES 9-A & 9-B SUMMARY & ANALYSIS HAZARDOUS MATERIALS CONTENTS LISTING [Alphabetical by Material Name] PHYSICAL, HEALTH & NONHAZARDOUS MATERIALS LISTING [by Hazard Classification & Physical State] ABBREVIATIONS The exempt amol.l'lts indicated in Section I are based on exempt amounts contained within the 1991 editions of the Uniform Building and Fire Codes for a building protected throughout by an automatic fire sprinkler system. However, based on the types and quantities of materials indicated, use of the 1991 Codes exempt amounts results in the same occupancy classification as occurs ll'lder the 1988 editions of the Codes. 2.0 OCCUPANCY CLASSIFICATION Isis Pharmaceuticals is the only tenant in the above-referenced building. The building is presently classified as a Group B, Division 2 Occupancy building. Based on the Analysis, Isis Pharmaceuticals proposed operations within the building can also be classified as a Group B, Division 2 Occupancy because the quantities of materials listed are less than the exenpt amounts indicated in Uniform Building Code Tables 9-A and 9-B. 3.0 BUILDING "CONTROL AREAS" For this Analysis, the entire building is considered to be one [1] Group B, Division 2 Occupancy "Control Area". Based on information provided by Roger Howard there are no other hazardous materials used or stored within the building. Thus, although each Group B, Division 2 Occupancy industrial/research building may have up to four [4] Group B, Division 2 Occupancy "Control Areas", additiona~ "Control Areas" do not appear to be needed at this time. iii ...... ·; ....... \ .. ~l .. ~I~ .. -......... ~ .. ISIS PHARMACEUTICALS · HAZARDWS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS OVERVIEW -SUMMARY 4.0 ADDITIONAL REQUIREMENTS Special Use Fire Department Permits may be required by the Carlsbad Fire Department for the hazard categories indicated below. The Carlsbad Fire Department should be contacted for specific requirements. Physical Hazard Materials Combustible Liquids II, Ill-A, 111-B Flarnnable Liquids 1-B Flarnnable Solids Oxidize~s 1, 2 Unstable Reactives 1, 3N Water Reactives 1, 2 Health Hazard Materials Carcinogens Corrosives Highly Toxics Irritants Other Health Hazards Sensitizers Toxics Hazard Identification Placarding indicating Health, Flanmability and Reactivity ratings is required for the building and at entrances to rooms where hazardous materials are stored/used as follows: Health: 4 F larnnabil i ty: 3 Reactivity: 3 See UFC Standard 79-3 CNFPA 704] for placarding requirements/standards. Separation of lnconpatible Materials in Storage: lncOIJ1)atible [reactive] materials stored in containers greater than or equal to 5 pounds or 1/2 gallon capacity must be physically separated by one of the following methods: o Storage in approved flanmable liquids/hazardous materials storage cabinets. o Distance of 201 • o Noncoobustible partition extending not less than 18" above and to the sides of the stored material. Open System Use/Dispensing: The dispensing or use of Flanmable Liquids in open systems may require Class I, Division 1 or 2 electrical w1r1ng, equipnent and devices, and local exhaust ventilation systems. Flanmable/explosive vapors/fumes/mists are to be maintained at least 25% below the Lower Explosive Limit [LEL] and Lower Flanmable Limit [LFL]. Closed System Use/Dispensing: The dispensing or use of Class I Flanmable or Class II Coobustible Liquids in normally closed containers or systems [including piping systems] ·pressurized at more than 15 psi gauge in other than a Group H, Division 2 Occupancy is limited to the exerrpt amounts indicated in the Analysis CUBC Table 9-Al for "closed system use". Sara Title Ill Materials and/or materials containing Sara Title Ill materials are listed in the analysis. The analysis does not, however, indicate the reportab~e quantities for such materials. iv --~~~~~~~~~~-.~~~~~~ ISIS PHARMACEUTICALS 2292 Faraday Avenue Carlsbad, California 92008 HAZARDCXJS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS SECTION I UBC TABLE 9-A ANALYSIS & PHYSICAL HAZARD MATERIALS SUMMARY UBC TABLE 9-B & HEALTH HAZARD MATERIALS SUMMARY 9 April 1992 Prepared by ERIKSEN-RATTAN ASSOCIATES INC. 8989 Rio San Diego Drive -Suite 200 San Diego, CA 92108 Telephone (619)299-6444 FAX (619)299-1229 Isis Pharmaceuticals -2292 Faraday Avenue, Carlsbad 92008 -4/9/92 -Page 1 of 12 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -SECTION 1/UBC TABLES 9-A & 9-B ANALYSIS/SUMMARY .. .. --.. --... ~ 1111& .... .. ... --.. --.. . @---.. ISIS PHARMACEUTICALS 2292 Faraday Avenue Carlsbad, California 92008 UBC TABLE 9-A£PH'YS l_t]IJ,._ HAZARD_MA_JER I AL~ AGGREGATE_giJANTIT I ES MATERIAL STORAGE USE CLOSED USE OPEN Solid Liquid Gas Solid Liquid Gas Solid Liquid Gas Lbs Glns Cf Lbs Glns Cf Lbs Glns Cf Conbustible Li9!:!ids ll N/A 0.6008 N/A N/A 0.2310 N/A N/A 0.0924 N/A Total: 0.9242 Glns !!.!2 N/A 0.0865 N/A N/A 0.0333 N/A N/A 0.0133 N/A Total: 0.1331 Glns 111-B N/A 0.2604 N/A N/A 0.1001 N/A N/A 0.0400 N/A Total: 0.4005 Glns Flarrmable Li9!:!ids tl N/A 11.2092 N/A N/A 4.3110 N/A N/A 1. 7244 N/A Total: 17 .2446 Glns Flarrmable Sol ids 0.1431 N/A N/A 0.0550 N/A N/A 0.0220 N/A N/A Total: 0.-2201 Lbs Oxidizers i 0.1431 0.0000 N/A 0.0550 0.0000 N/A 0.0220 0.0000 N/A Total: 0.2201 Lbs 1 0.8014 0.0000 N/A 0.3109 0.0000 N/A 0.1244 0.0000 N/A Total: 1.2367 Lbs Unstable Reactives 3N 0.0357 0.0000 0.0000 0.0137 0.0000 0.0000 0.0055 0.0000 N/A Total: 0.0549 Lbs 1 7.8983 1.3734 0.0000 3.0378 0.5280 0.0000 1.2151 0.2112 N/A Total: 2.1126 Glns + 12.1512 Lbs= 33.2772 Lbs Water Reactives i 1.4722 0.0000 N/A 0.5662 0.0000 N/A 0.2265 0.2265 N/A Total: 2.2649 Lbs 1 5.0681 1.3734 N/A 1.9520 0.5280 N/A 0.7808 0.2112 N/A Total: 2.1126 Glns + 7.8009 Lbs= 28.9269 Lbs . NOTE: Fully sprinklered building • Storage+ Use Closed+ Use Open= Maxim.Jill amount in storage at any time --not all materials are in use at same time. OCCUPANCY NEED NOT BE CLASSIFIED AS_A GROUf_H_OCCU_l)ANCY BASED_ON_T_ll_E_USE OR____STORAGE Of_PHYSICAL HAZARD MATERIALS. Isis Pharmaceuticals -2292 Faraday Avenue, Carlsbad 92008 -4/9/92 -Page 2 of 12 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -SECTION 1/UBC TABLES 9-A & 9-B ANALYSIS/SUMMARY ....... ... .. .._, .. 111111'> ~ .. , --.... , ..... ,_. .... -JlliJ HAZARDClJS MATERIALS INVENTORY· COMBUSTIBLE LIQUIDS II Storage !l!!i.1§. UC Units uo !l!!i.1§. TOTAL· CLASS II crnBUSTIBLE LIQUIDS: 0.6008 Glns 0.2310 Glns 0.0924 Glns AGGREGATE TOTAL -CLASS II crnBUSTIBLE LIQUIDS: 0.9242 GALLONS =========================================================================================================================================================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GRClJP H OCCUPANCY BASED ON THE USE & STORAGE OF CLASS II C(X,IBUSTIBLE LIQUIDS. STORAGE/AGGREGATE EXEMPT AMClJNT · NO CABINETS: 240 GALLONS STORAGE/AGGREGATE EXEMPT AMClJNT · WITH CABINETS: USE CLOSED EXEMPT AMOUNT: USE OPEN EXEMPT AMOUNT: 480 GALLONS 240 GALLONS 60 GALLONS Building is protected throughout by an automatic fire sprinkler system. Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. HAZARDClJS MATERIALS INVENTORY· COMBUSTIBLE LIQUIDS Ill-A Storage Units Y£ Units !1Q !!nill TOTAL· CLASS Ill-A COMBUSTIBLE LIQUIDS: 0.0865 Glns 0.0333 Glns 0.0133 Glns AGGREGATE TOTAL· CLASS Ill-A COMBUSTIBLE LIQUIDS: 0.1331 GALLONS ========================-====================================================-===========================-=============-===--------====-================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GRClJP H OCCIJPANCY BASED ON THE USE & STORAGE OF CLASS Ill-A COMBUSTIBLE LIQUIDS. STORAGE/AGGREGATE EXEMPT AMClJNT · NO CABINETS: STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS: USE CLOSED EXEMPT AMClJNT: USE OPEN EXEMPT AMOUNT: 660 GALLONS 1,320 GALLONS 660 GALLONS 160 GALLONS Building is protected throughout by an automatic fire sprinkler system. Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. HAZARDClJS MATERIALS INVENTORY· COMBUSTIBLE LIQUIDS 111-B Storage Units UC Units uo Units TOTAL· CLASS 111-B COMBUSTIBLE LIQUIDS: 0.2604 Glns 0.1001 Glns 0.0400 Glns AGGREGATE TOTAL· CLASS 111-B COMBUSTIBLE LIQUIDS: 0.4005 GALLONS =========================================================================================================================================================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GRClJP H OCCUPANCY BASED ON THE USE & STORAGE OF CLASS lll·B COMBUSTIBLE LIQUIDS. STORAGE/AGGREGATE EXEMPT AMClJNT · NO CABINETS: STORAGE/AGGREGATE EXEMPT AMClJNT · WITH CABINETS: USE CLOSED EXEMPT AMOUNT: USE OPEN EXEMPT AMOUNT: UNLIMITED UNLIMITED UNLIMITED UNLIMITED Building is protected throughout by an automatic fire sprinkler system. Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. Isis Pharmaceuticals -2292 Faraday Avenue, Carlsbad 92008 -4/9/92 -Page 3 of 12 HAZARDClJS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS· ERIKSEN-RATTAN ASSOCIATES INC. · SECTION 1/UBC TABLES 9-A & 9-B ANALYSIS/SUMMARY - tiiit1 ., .......... llltJ ~ ........... -·1'1/ ..... _., .. HAZARDCXJS MATERIALS INVENTORY -FLAMMABLE LIQUIDS 1-B Storage Units UC !!nill ~ !!nill TOTAL -CLASS 1-B FLAMMABLE LIQUIDS: 11.2092 Glns 4.3110 Gln·s 1.7244 Glns AGGREGATE TOTAL -CLASS 1-B FLAMMABLE LIQUIDS: 17.2446 GALLONS ===================================================-== --========================================================= OCCUPANCY NEED NOT BE CLASSIFIED AS A GRCXJP H OCCUPANCY BASED ON THE USE & STORAGE OF CLASS 1-B FLAMMABLE LIQUIDS. STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 120 GALLONS STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: USE CLOSED EXEMPT AMCXJNT: USE OPEN EXEMPT AMOUNT: 240 GALLONS 120 GALLONS 30 GALLONS Building is protected throughout by an automatic fire sprinkler system. Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. HAZARDCXJS MATERIALS INVENTORY -FLAMMABLE SOLIDS Storage Units UC !!nill TOTAL -FLAMMABLE SOLIDS: 0.1431 Lbs 0.0550 Lbs AGGREGATE TOTAL -FLAMMABLE SOLIDS: 0.2201 PCXJNDS ~ Units ' 0.0220 Lbs =========================================================================================================================================================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GRCXJP H OCCUPANCY BASED ON THE USE & STORAGE OF FLAMMABLE SOLIDS. STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 250 PCXJNDS STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: USE CLOSED EXEMPT AMCXJNT: USE OPEN EXEMPT AMOUNT: 500 PCXJNDS 50 PCXJNDS 50 PCXJNDS Building is protected throughout by an automatic fire sprinkler system. Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. Isis Pharmaceuticals -2292 Faraday Avenue, Carlsbad 92008 -4/9/92 -Page 4 of 12 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -SECTION 1/UBC TABLES 9-A & 9·B ANALYSIS/SUMMARY - .. , ~, .. -.. .. .. ; ~ .. ,_., .. .. .. 1 .. , -... -~, -HAZARDOOS MATERIALS INVENTORY -OXIDIZERS 2 Storage Units UC Ynfil uo Y!!i.!§. TOTAL -CLASS 2 OXIDIZERS [SOLIDS]: 0.1431 Lbs 0.0550 Lbs 0.0220 Lbs AGGREGATE TOTAL -CLASS 2 OXIDIZERS [SOLIDS]: 0.2201 POUNDS TOTAL -CLASS_2 OXIDJZERS [SOLIDS & LIQUIDS]: 0.1431 Lbs 0.0550 Lbs 0.0220 Lbs AGGREGATE TOTAL -CLASS 2 OXIDIZERS [SOLIDS & LIQUIDS]: 0.2201 POUNDS ==================================================================================================================================================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GROOP H OCCUPANCY BASED ON THE USE & STORAGE OF CLASS 2 OXIDIZERS. STORAGE/AGGREGATE EXEMPT AMOONT -NO CABINETS: 500 POONDS/50 GALLONS STORAGE/AGGREGATE EXEMPT AMOONT -WITH CABINETS: USE CLOSED EXEMPT AMOUNT: USE OPEN EXEMPT AMOUNT: 1,000 POONDS/100 GALLONS 500 POONDS/50 GALLONS 100 POONDS/10 GALLONS Building is protected throughout by an automatic fire sprinkler system. Conversion Factor: 10 pounds = 1 gallon. Total & individual exempt amounts cannot exceed total quantity in pounds. Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. HAZARDOOS MATERIALS INVENTORY -OXIDIZERS 1 Storage Y!!i.!§. Y£ Units TOTAL -CLASS 1 OXIDIZERS [SOLIDS]: 0.8014 Lbs 0.3109 Lbs AGGREGATE TOTAL -CLASS 1 OXIDIZERS [SOLIDS]: 1. 2367 PaJNDS TOTAL -CLASS 1.0XIDIZERS [SOLIDS & LIQUIDS]: 0.8014 Lbs 0.3109 Lbs AGGREGATE TOTAL -CLASS 1 OXIDIZERS [SOLIDS & LIQUIDS]: 1. 2367 POONDS uo Units 0.1244 Lbs 0.1244 Lbs ========================================================================================================================================================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GROOP H OCCUPANCY BASED ON THE USE & STORAGE OF CLASS 1 OXIDIZERS. STORAGE/AGGREGATE EXEMPT AMOONT -NO CABINETS: 8,000 POONDS/800 GALLONS STORAGE/AGGREGATE EXEMPT AMOONT -WITH CABINETS: 16,000 POUNDS/1,600 GALLONS 8,000 POONDS/800 GALLONS 2,000 POONDS/200 GAL~ONS USE CLOSED EXEMPT.AMOUNT: USE OPEN EXEMPT AMOUNT: Building is protected throughout by an automatic fire sprinkler system. Conversion Factor: 10 pounds = 1 gallon. Total & individual exempt amounts cannot exceed total quantity in pounds. Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. Isis Pharmaceuticals -2292 Faraday Avenue, Carlsbad 92008 -4/9/92 -Page 5 of 12 HAZARDOOS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -SECTION 1/UBC TABLES 9-A & 9-B ANALYSIS/SUMMARY 11!1 -.~~ a,Jt, ,_. .......... ~ .. 4111) .... ,.-.: ....... HAZARDOOS MATERIALS INVENTORY -UNSTABLE REACTIVES 3 Storage Units !!£ Units LIO Ynili TOTAL -CLASS 3N UNSTABLE REACTIVES [SOLIDS]: 0.0357 Lbs 0.0137 Lbs 0.0055 Lbs AGGREGATE TOTAL -CLASS 3N UNSTABLE REACTIVES [SOLIDS]: 0.0549 POUNDS =========================================================================================================================================================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GROOP H. OCCUPANCY BASED ON THE USE & STORAGE Of CLASS 3 UNSTABLE REACTIVES. STORAGE/AGGREGATE EXEMPT AMOONT -NO CABINETS: 10 POUNDS/1 GALLON & 100 CUBIC FEET STORAGE/AGGREGATE EXEMPT AMOONT -WITH CABINETS: USE CLOSED EXEMPT AMOUNT: 20 POUNDS/2 GALLONS & 200 CUBIC FEET 2 POONDS/0.20 GALLON & 20 CUBIC FEET USE OPEN EXEMPT AMOUNT: 2 POONDS/0.20 GALLON & NONE/NOT APPLICABLE Building is protected throughout by an automatic fire sprinkler system. Conversion Factor: 10 pounds= 1 gallon. Total & individual exempt amounts cannot exceed total quantity in pounds. Storage+ Use Closed+ Use Open= MaxiRUD amount in storage at any time --not all materials are in use at same time. HAZARDOOS MATERIALS INVENTORY -UNSTABLE REACTIVES 1 Storage Units !!£ Units LIO Units TOTAL -CLASS 1 UNSTABLE REACTIVES [SOLIDS]: 7.8983 Lbs 3.0378 Lbs 1.2151 Lbs AGGREGATE TOTAL -CLASS 1 UNSTABLE REACTIVES [SOLIDS]: 12.1512 POUNDS TOTAL -CLASS 1 UNSTABLE REACTIVE [LIQUIDS]: 1.3734 Glns 0.5280 Glns 0.2112 Glns AGGREGATE TOTAL -CLASS 1 UNSTABLE REACTIVE [LIQUIDS]: 2.1126 GALLONS TOTAL -CLASS 1 UNSTABLE REACTIVES [SOLIDS & LIQUIDS]: 21.6323 Lbs 8.3178 Lbs 11.6449 Lbs AGGREGATE TOTAL -CLASS 1 UNSTABLE REACTIVES [SOLIDS & LIQUIDS]: 33.3m POONDS =========================================================================================================================================================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GROOP H OCCUPANCY BASED ON THE USE & STORAGE OF CLASS 1 UNSTABLE REACTIVES. STORAGE/AGGREGATE EXEMPT AMOONT -NO CABINETS: STORAGE/AGGREGATE EXEMPT AMOONT -WITH CABINETS: USE CLOSED EXEMPT AMOUNT: USE OPEN EXEMPT AMOUNT: UNLIMITED & 1,500 CUBIC FEET UNLIMITED & 3,000 CUBIC FEET UNLIMITED 1,500 CUBIC FEET UNLIMITED & NONE/NOT APPLICABLE Building is protected thro49hout by an automatic fire sprinkler system. Conversion Factor: 10 pounds = 1 gallon. Total & individual exempt amounts cannot exceed total quantity in pounds. Storage+ Use Closed+ Use Open= MaxiRUD amount in storage at any time --not all materials are in use at same time. Isis Pharmaceuticals -2292 Faraday Avenue, Carlsbad 92008 -4/9/92 -Page 6 of 12 HAZARDOOS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -SECTION 1/UBC TABLES 9-A & 9-B ANALYSIS/SUMMARY *tl> ~) -. } .. .. .. • .. @I ..... , ... ... , ..... HAZARDCXJS MATERIALS INVENTORY· WATER REACTIVES 2 Storage !:!!!ili. !:I£ !:!!!ili. uo Units TOTAL· CLASS 2 WATER REACTIVES [SOLIDS]: 1.4722 Lbs 0.5662 Lbs 0.2265 Lbs AGGREGATE TOTAL -CLASS 2 WATER REACTIVES [SOLIDS]: 2.2649 POUNDS =====================================================================================================================================--------=========== OCCUPANCY NEED NOT BE CLASSIFIED AS A GRCXJP H OCCUPANCY BASED ON THE USE & STORAGE OF CLASS 2 WATER REACTIVES. S~ORAGE/AGGREGATE EXEMPT AMCXJNT -NO CABINETS: 100 PCXJNDS/10 GALLONS STORAGE/AGGREGATE EXEMPT AMCXJNT -WITH CABINETS: USE CLOSED EXEMPT AMCXJNT: USE OPEN EXEMPT AMOUNT: 200 PCXJNDS/20 GALLONS 100 PCXJNDS/10 GALLONS 20 POUNDS/2 GALLONS Building is protected throughout by an automatic fire sprinkler system. ·conversion Factor: 10 pounds= 1 gallon. Total & individual exempt amounts cannot exceed total quantity in pounds. Storage+ Use Closed+ Use Open= Maxirrum amount in storage at any time --not all materials are in use at same time. HAZARDCXJS MATERIALS INVENTORY -WATER REACTIVES 1 Storage Units !:I£ Units TOTAL -CLASS 1 WATER REACTIVES (SOLIDSJ: 5.0681 Lbs 1.9520 Lbs AGGREGATE TOTAL -CLASS 1 WATER REACTIVES [SOLIDS]: 7.8009 PCXJNDS TOTAL -CLASS 1 WATER REACTIVES [LIQUIDS]: 1.3734 Glns 0.5280 Glns AGGREGATE TOTAL -CLASS 1 WATER REACTIVES [LIQUIDS): 2.1126 GALLONS TOTAL -CLASS 1 WATER REACTIVES [SOLIDS & LIQUIDSJ: 18.8021 Lbs 7.2320 Lbs AGGREGATE TOTAL -CLASS 1 WATER REACTIVES tSOLIDS & LIQUIDSJ: -28. 9~69 _PCXJNDS !IQ Units 0.7808 Lbs 0.2112 Glns 2.8928 Lbs =========================================================================================================================================================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GRCXJP H OCCUPANCY BASED ON THE USE & STORAGE OF CLASS 1 WATER REACTIVES. STORAGE/AGGREGATE EXEMPT AMCXJNT · NO CABINETS: STORAGE/AGGREGATE EXEMPT AMCXJNT -WITH CABINET.S: USE CLOSED EXEMPT AMCXJNT: USE OPEN EXEMPT AMOUNT: UNLIMITED UNLIMITED UNLIMITED UNLIMITED Building is protected throughout by an automatic fire sprinkler system. Conversion Factor: 10 pounds= 1 gallon. Total & individual exempt amounts cannot exceed total quantity in pounds. Storage+ Use Closed+ Use Open= Maxirrum amount in storage at any time --not all materials are in use·at same time. Isis Pharmaceuticals -2292 Faraday Avenue, Carlsbad 92008 -4/9/92 -Page 7 of 12 HAZARDCXJS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. · SECTION 1/UBC TABLES 9-A & 9-B ANALYSIS/SUMMARY .., . ___ h --.. .. .. j -.. • .. ... .. .. ... ISIS PHARMACEUTICALS 2292 Faraday Avenue Carlsbad, California 92008 UBLTAB~9-B/HEALTH HAZARD MATERIALS -AGGREGATE QUANTIUES MATERIAL STORAGE USE CLOSED USE OPEN Sol id Liquid Gas Solid Liquid Gas Sol id Lbs Glns Cf Lbs Glns Cf Lbs Carcinogens 8.0771 0.5150 0.0000 3.1065 0.1980 0.0000 1.2426 Total: 0.7922 Glns + 12.4262 Lbs= 20.3482 Lbs Corrosives 13.0378 0.3440 0.0000 5.0143 0.1323 0.0000 2.0057 Total: 0.5292 Glns,+ 20.0578 Lbs= 27.9798 Lbs Highl~ Toxics 0.1788 0.0000 0.0000 0.0687 0.0000 0.0000 0.0275 Total: 0.2750 Lbs Irritants 291.9258 12.1904 0.0000 112.5573 4.6883 0.0000 45.0229 Total: 18.7539 Glns + 449.5060 Lbs= 637.0450 Lbs Other Health Hazards 47.5798 12.2249 0.0000 18.5766 4.7015 0.0000 7.4306 Total: 18.8070 Glns + 73.5870 Lbs= 261.6570 Lbs Sensitizers 0.1788 0.0858 0.0000 0.0687 0.0330 0.0000 0.0275 Total: 0.1320 Glns + 0.2750 Lbs= 1.595 Lbs ~ 20.5017 0.6015 0.0000 8.1622 0.2313 0.0000 3.2649 Total: 0.9253 Glns + 31.9288 Lbs= 41.1818 Lbs NOTE: Fully sprinklered building. Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. OCCUPANCY NEED NOT BE CLASSIFIED AS A GRCXJP H OCCUPANCY BASED ON THE USE & STORAGE OF HEALTH HAZARD MATERIALS. Liquid Glns 0.0792 0.0529 0.0000 1.8752 1.8806 0.0132 0.0925 Isis Pharmaceuticals -2292 Faraday Avenue, Carlsbad 92008 -4/9/92 -Page 8 of 12 ... - Gas Cf N/A N/A N/A N/A N/A N/A N/A HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -SECTION 1/UBC TABLES 9-A & 9-B ANALYSIS/SUMMARY .. - .. .. ., .. _,> .. .. .. , -.. -.. .. -... .. .. .. .. HAZARDCXJS MATERIALS INVENTORY -CARCINOGENS Storage ~ UC Units !1Q Units TOTAL -CARCINOGENS (SOLIDSJ: 8.on1 Lbs 3.1065 Lbs 1.2426 Lbs AGGREGATE TOTAL -CARCINOGENS [SOLIDS]: 12.4262 PCXJNDS TOTAL -CARCINOGENS [LIQUIDS]: 0.5150 Glns 0.1980 Glns 0.0792 Glns AGGREGATE TOTAL -CARCINOGENS tLIQUIDSJ: 0.7922 GALLONS TOTAL -CARCINOGENS {SOLIDS & LIQUIDSJ: 13.2271 Lbs 5.0865 Lbs 2.0346 Lbs AGGRE_GATE TOTAL -CARCINOGENS {SOLIDS & LIQUIDSJ: 20.34_82 POUN_DS ==-===================================================================================================================================---====--============ OCCUPANCY NEED NOT BE CLASSIFIED AS A GROOP H OCCUPANCY BASED ON THE USE & STORAGE OF CARCINOGENS. STORAGE/AGGREGATE EXEMPT AMCXJNT -NO CABINETS: STORAGE/AGGREGATE EXEMPT AMCXJNT -WITH CABINETS: USE CLOSED EXEMPT AMCXJNT: USE OPEN EXEMPT AMCXJNT: 10,000 POUNDS/1,000 GALLONS & 1,300 CUBIC FEET 20,000 POUNDS/2,000 GALLONS & 2,600 CUBIC FEET 10,000 POUNDS/1,000 GALLONS & 1,300 CUBIC FEET 2,000 POONDS/200 GALLONS Building is protected throughout by an automatic fire sprinkler system. Conversion Factor: 10 pounds = 1 gallon. Total & individual exempt amolllts cannot exceed total quantity in pounds. Storage+ Use Closed+ Use Open= MaxillUII amount in storage at any time --not all materials are in use at same time. HAZARDCXJS MATERIALS INVENTORY -CORROSIVES Storage ~ UC Units TOTAL -CORROSIVES [SOLIDS]: 13.0378 Lbs 5.0143 Lbs AGGREGATE TOTAL -CORROSIVES {SOLIDS]: 20.0578 POONDS TOTAL -CORROSIVES (LIQUIDS]: 0.3440 Glns 0.1323 Glns AGGREGATE TOTAL -CORROSIVES {LIQUIDS]: 0.5292 GALLONS TOTAL -CORROSIVES {SOLIDS & LIQUIDS]: 16.4778 Lbs 6.3373 Lbs AGGREGATE TOTAL -CORROSIVES {SOLIDS & LIQUIDS]: 22.3498 f>()UNDS !1Q ~ 2.0057 Lbs 0.0529 Glns 2.5347 Lbs =========================================================================================================================================================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GRCXJP H OCCUPANCY BASED ON THE USE & STORAGE OF CORROSIVES. STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 10,000 POUNDS/1,000 GALLONS & 1,300 CUBIC FEET STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: USE CLOSED EXEMPT AMCXJNT: USE OPEN EXEMPT AMCXJNT: 20,000 POUNDS/2,000 GALLONS & 2,600 CUBIC FEET 10,000 POUNDS/1,000 GALLONS & 1,300 CUBIC FEET 2,000 POUNDS/200 GALLONS Building is protected throughout by an automatic fire sprinkler system. Conversion Factor: 10 pounds = 1 gallon. Total & individual exempt amolllts cannot exceed total quantity in pounds. Storage+ Use Closed+ Use Open= MaxillUII amount in storage at any time --not all materials are in use at same time. Isis Pharmaceuticals -2292 Faraday Avenue, Carlsbad 92008 -4/9/92 -Page 9 of 12 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -SECTION 1/UBC TABLES 9-A & 9-B ANALYSIS/SUMMARY - .. .. --.. .. .. -.. --... . .. .. .. .. .. .. HAZARDClJS MATERIALS INVENTORY· HIGHLY TOXICS Storage Units UC Y!li.!.!? !1Q Units TOTAL· HIGHLY TOXICS [SOLIDS]: 0.1788 Lbs 0.0687 Lbs 0.0275 Lbs AGGREGATE TOTA_l._____:____HIGHLY TOXI_CS [SOLIDS] : 0.2750 PC:UN!)S ===========================-=============================================================================================================================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GRClJP H OCCUPANCY BASED ON THE USE & STORAGE OF HIGHLY TOXICS. STORAGE/AGGREGATE EXEMPT AMOONT ··NO CABINETS: 2 PClJNDS/0.20 GALLON & 0 CUBIC FEET STORAGE/AGGREGATE EXEMPT AMOONT · WITH CABINETS: 4 PClJNDS/0.40 GALLON & 40 CUBIC FEET USE CLOSED EXEMPT AMOUNT: USE OPEN EXEMPT AMClJNT: 2 POONDS/0.20 GALLON & 40 CUBIC FEET [GASES MUST BE IN CABINET/EXHAUSTED ENCLOSURE] 0.50 PClJND/0.05 GALLON & NONE/NOT APPLICABLE Building is protected throughout by an automatic fire sprinkler system. Conversion Factor: 10 pounds= 1 gallon. Total & individual exelll)t amounts cannot exceed total quantity in pounds. Solids & Liquids: Storage in approved hazardous materials/flanmable liquids storage cabinets. HAZARDClJS MATERIALS INVENTORY· IRRITANTS Storage Y!li.!.!? UC Y!li.!.!? TOTAL· IRRITANTS [SOLIDS]: 291.9258 Lbs 112.5573 Lbs AGGREGATE TOTAL· IRRITANTS [SOLIDS]: 449.5060 POUNDS TOTAL -IRRITANTS [LIQUIDS]: 12.1904 Glns 4.6883 Glns AGGREGATE TOTAL -IRRITANTS [LIQUIDS): 18.7539 GALLONS TOTAL -IRRITANTS (SOLIDS & LIQUIDS]: 413.8298 Lbs 159.4403 Lbs AGGREGATE TOTAL~-IRRLTANTS [SOLIDS & LIQUIDS]: 637.0450 PClJNDS !1Q Units 45.0229 Lbs 1.8752 Glns 63.7749 Lbs ------------------------------=-----====----======--=======-=================================================================================================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GRClJP H OCCUPANCY BASED ON THE USE & STORAGE OF IRRITANTS. STORAGE/AGGREGATE EXEMPT AMClJNT · NO CABINETS: STORAGE/AGGREGATE EXEMPT AMClJNT -WITH CABINETS: USE CLOSED EXEMPT AMOUNT: USE OPEN EXEMPT AMClJNT: 10,000 POUNDS/1,000 GALLONS & 1,300 CUBIC FEET 20,000 POUNDS/2,000 GALLONS & 2,600 CUBIC FEET 10,000 POUNDS/1,000 GALLONS & 1,300 CUBIC FEET 2,000 PClJNDS/200 GALLONS & NONE/NOT APPLICABLE Building is protected throughout by an automatic fire sprinkler system. Conversion Factor: 10 pounds= 1 gallon. Total & individual exelll)t amooots cannot exceed total quantity in pounds. Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time·· not all materials are in use at same time. Isis Pharmaceuticals -2292 Faraday Avenue, Carlsbad 92008 -4/9/92 · Page 10 of 12 HAZARDClJS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -SECTION 1/UBC TABLES 9-A & 9-B ANALYSIS/SUMMARY - .. ... -.. .. -.. --.. .. , .. .. .. .. .., ... .. HAZARDOUS MATERIALS INVENTORY -OTHER HEALTH HAZARDS Storage !.!nill !:!£ Units YQ !.!nill TOTAL -OTHER HEALTH HAZARDS tSOLIDS]: 47.5798 Lbs 18.5766 Lbs 7.4306 Lbs AGGREGATE TOTAL -OTHER HEALTH HAZARDS (SOLIDS]: 73.5870 POONDS TOTAL -OTHER HEALTH HAZARDS (LIQUIDS]: 12.2249 Glns 4. 7015 Glns 1.8806 Glns AGGREGATE TOTAL -OTHER HEALTH HAZARDS· tLIQUIDSJ: 18.8070 GALLONS TOTAL -OTHER HEALTH HAZARDS tSOLIDS & LIQUIDS]: 169.8288 Lbs 65.5916 lbs 26.2366 Lbs ~GGREGATE TOTAL -OTHER HEALTH HAZARDS tSOLIDS & LIQUIDS): 26'1 .6570 POUNDS ========================================================================================================================================================== OCCUPANCY NEED NOT BE CLASSIFIED AS A GROUP H OCCUPANCY BASED ON THE USE & STORAGE OF OTHER HEALTH HAZARDS. STORAGE/AGGREGATE EXEMPT AMOONT -NO CABINETS: STORAGE/AGGREGATE EXEMPT AMOUNT -YITH CABINETS: USE CLOSED EXEMPT AMOUNT: USE OPEN EXEMPT AMOUNT: 10,000 POUNDS/1,000 GALLONS & 1,300 CUBIC FEET 20,000 POUNDS/2,000 GALLONS & 2,600 CUBIC FEET 10,000 POUNDS/1,000 GALLONS & 1,300 CUBIC FEET 2,000 POUNDS/200 GALLONS & NONE/NOT APPLICABLE Building is protected throughout by an automatic fire sprinkler system. Conversion Factor: 10 pounds = 1 gallon. Total & individual exempt amounts cannot exceed total quantity in pounds. Storage + Use Closed + Use Open = Maxinun amount in storage at any time --not all !'18terials are in use at same time. HAZARDOUS MATERIALS INVENTORY -SENSITIZERS Storagg Units !:!£ Units TOTAL -SENSITIZERS tSOLIDSJ: 0.1788 Lbs 0.0687 Lbs AGGREGATE TOTAL -SENSITIZERS ISOLIDSJ: 0.2750 POONDS TOTAL -SENSITIZERS ILIQUIDSJ: 0.0858 Glns 0.0330 Glns AGGREGATE TOTAL -SENSITIZERS tLIQUIDSJ: 0.1320 GALLONS TOTAL -SENSITIZERS tSOLIDS & LIQUIDS]: 1.0368 Lbs 0.3987 Lbs AGGREGATE TOTAL -SENSITIZERS tSOLIDS & LIQUIDS): 1. 5950 _POUNDS uo Units 0.0275 Lbs 0.0132 Glns 0.1595 Lbs --========================--==========================================--========================-=================================---------================ OCCUPANCY NEED NOT BE CLASSIFIED AS A GROUP H OCCUPANCY BASED ON THE USE & STORAGE OF SENSITIZERS. STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: STORAGE/AGGREGATE EXEMPT AMOUNT -YITH CABINETS: USE CLOSED EXEMPT AMOUNT: USE OPEN EXEMPT ~MOUNT: 10,000 POUNDS/1,000 GALLONS & 1,300 CUBIC FEET 20,000 POUNDS/2,000 GALLONS & 2,600 CUBIC FEET 10,000 POUNDS/1,000 GALLONS & 1,300 CUBIC FEET 2,000 POUNDS/200 GALLONS & NONE/NOT APPLICABLE Building is protected throughout by an automatic fire sprinkler system. Conversion Factor: 10 pounds = 1 gallon. Total & individual exempt amounts cannot exceed total quantity in pounds. Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. Isis Pharmaceuticals -2292 Faraday Avenue, Carlsbad 92008 -4/9/92 -Page 11 of 12 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -SECTION I/UBC TABLES 9-A & 9-B ANALYSIS/SUMMARY .. .. ... .. .. .. '·-"· .. -.. .. .. \ .. , .. -... .. . .. . -.. HAZARDOOS MATERIALS INVENTORY -TOXICS St_orage ~ Y£ Y!!i!! !1Q !l.!llli. TOTAL -TOXICS [SOLIDS]: 20.5017 Lbs 8.1622 Lbs 3.2649 Lbs AGGREGATE TOTAL -TOXICS ISOLIDSJ: 31.9288 POONDS IOTAL -TOXICS [LIQUIDS]: 0.6015 Glns 0.2313 Glns 0.0925 Glns ~GGRE~ATE__JQ_TAL :___lOXICS [LIQUIDS]: 0.2253 GAL_LIJNS. TOTAL -TOXICS [SOLIDS & LIQUIDS]: 26.5167 Lbs 10.4752 Lbs 4.1899 Lbs AGGREGATE TOTAL -TOXICS [SOLIDS & LIQUIDS]: 41.1818 POONDS ========================================================================================================================================================= OCCUPANCY NEED NOT BE CLASSIFIED AS A GROOP H OCCUPANCY BASED ON THE USE & STORAGE OF TOXICS. STORAGE/AGGREGATE EXEMPT AMOONT -NO CABINETS: 1,000 POONDS/100 GALLONS & 1,300 CUBIC FEET STORAGE/AGGREGATE EXEMPT AMOONT -WITH CABINETS: 2,000 POONDS/200 GALLONS & 2,600 CUBIC FEET USE CLOSED EXEMPT AMOUNT: USE OPEN EXEMPT AMOUNT: 1,000 POONDS/100 GALLONS & 40 CUBIC FEET [GASES MUST BE IN CABINET/EXHAUSTED ENCL] 250 POONDS/25 GALLONS & NONE/NOT APPLICABLE Building is protected throughout by an automatic fire sprinkler system. Conversion Factor: 10 pounds= 1 gallon. Total & individual exempt arool.l'lts cannot exceed total quantity in pounds. Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. Isis Pharmaceuticals -2292 Faraday Avenue, Carlsbad 92008 -4/9/92 -Page 12 of 12 HAZARDOOS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -SECTION 1/UBC TABLES 9-A & 9-B ANALYSIS/SUMMARY .. ... -.. .. -.. .. -.... .... .. ISIS PHARMACEUTICALS 2292 Faraday Avenue Carlsbad, California 92008 HAZARDOUS MATERIALS ANO OCCUPANCY CLASSIFICATION ANALYSIS SECTION II ALPHABETICAL CONTENTS LISTING HAZARDOUS ANO NONHAZARDOUS MATERIALS 9 April 1992 Prepared by ERIKSEN-RATTAN ASSOCIATES INC. 8989 Rio San Diego Drive -Suite 200 San Diego, CA 92108 Telephone (619)299-6444 FAX (619)299-1229 .... .. .. .. .. .. .. .. .. -.. .. --.. .. , .. ..... , .. .. , .... - 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: CONTENTS LISTING SECTION II: Page Item# CAS # Cone% State Name Hazclass Stge* Units UC* Units UO* Units ·Cabs >15Psi Loe -----============ -----------=================================== ---------------------------========= -----========= ===== ==== ====== ====== ---------------------- 1 64-19-7 100 L Acetic Acid (Glacial) CL2, CR, OHH .3433 Glns .1320 2 67-64-1 100 L Acetone {2-Propanone} FL 18, IR, OHH 3.2500 Glns 1.2500 3 75-05-8 100 L Acetonitrile FL 18, IR, 1.3734 Glns .5280 OHH, UR1, \IR1 4 79-06-1 100 s Acrylamide CA, IR, OHH, 7 .1825 Lbs 2.7625 TX, UR1, ST3 5 9002-18-0 100 s Agar [Bacto-Agar] [Agar-Nobel] IR .6500 Lbs .2500 [Agar-Select] 6 9012-36-6 100 s Agarose IR .7158 Lbs .2753 7 9012-36-6 100 s Agarose IR .7159 Lbs .2753 8 631-61-8 100 s Anmoniun Acetate IR .7158 Lbs .2753 9 12125-02-9 100 s Anmoniun Chloride IR .7158 Lbs .2753 10 7272-54-0 100 s Anmoniun Persulfate (Anmonillll IR, OX1, \IR1 .0428 Lbs .0192 Peroxy Disulfate) 11 7783-28-0 100 s Anmonillll Phosphate Dibasic CR 1.4365 Lbs .5525 12 N-1 100 s Bacto-Tryptone IR, OHH 7.8000 Lbs 3.0000 13 4387-85-3 100 s Bis(Acrylamide) Acetic Acid (2,2-) CR .3579 Lbs .1376 14 6976-37-0 100 s Bis(Hydroxymethyl)-IR, OHH .1431 Lbs .0550 2,2' ,2"Nitrilotriethanol (2,2-)[Bis- Tris] 15 10043-35-3 100 s Boric Acid IR 7 .1825 Lbs 2.7625 LOCATION KEY: Labs=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximllll amount in storage at any time --not all materials are in use at the same time. ST3 = Sara Title III materials and/or mixtures containing Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Glns Glns Glns Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. .0528 Glns N N Labs .5000 Glns N N Labs .2112 Glns N N Labs 1.1050 Lbs N N Labs .1000 Lbs N N Labs .1101 Lbs N N Labs .1101 Lbs N N Labs .1101 Lbs N N Labs .1101 Lbs N N Labs .0077 Lbs N N Labs .2210 Lbs N N Labs 1.2000 Lbs N N Labs .0550 Lbs N N' Labs .0220 Lbs N N Labs 1.1050 Lbs N N Labs .. .. .. .. -Ill .. -.. -................... 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: CONTENTS LISTING Item# CAS # Cone% State Name HazClass Stge* Units UC* -----============ -----------=================================== -------------========= -----========= ------------- 16 115-39-9 100 s Bromophenol Blue IR .1073 Lbs .0412 17 10191-18-1 100 s Buffer [BES] [Bes Ultroll IR .1431 Lbs .0550 18 107-92-6 100 L Butyric Acid Cn-) CL3A, TX, CR .0007 Glns .0003 19 10035-04-8 100 s Calc~um Chloride Dihydrate IR .7158 Lbs .2753 20 7647-17-8 100 s Cesium Chloride IR, OHH .1431 Lbs .0550 21 7647-17-8 100 s Cesium Chloride IR, OHH 2.8730 Lbs 1.1050 22 67-66-3 100 L Chloroform CA, IR, OHH, .3433 Glns .1320 TX, ST3 23 3012-65-5 100 s Citric Acid IR .7158 Lbs .2753 24 3861-73-2 100 s Coomassie Brilliant Blue (G-250, R-IR .0734 Lbs .0274 250) 25 7758-98-7 100 s Cupric Sulfate [Copper(II) Sulfate] IR, OHH, TX .7158 Lbs .2753 26 154-17-6 100 s Deoxy-D-Glucose (2-) IR .0001 Lbs .0001 27 A23,839-2 100 s Deoxycholic Acid, Sodium Salt IR, OHH .1431 Lbs .0550 Monohydrate 28 9011-18-1 100 s Dextran Sulfate CA .1431 Lbs .0550 29 51-28-5 100 s o·initrophenol (2,4-> FS, HT, IR, .1431 Lbs .0550 OHH 30 122-39-4 100 s Diphenylamine IR, OHH, SN .0357 Lbs .0137 31 60-00-4 100 s EDTA [Ethylenediaminetetraacetic IR, OHH .7158 Lbs .2753 Acid] 32 568-63-8 100 s Erythrosin B [Acid Red 51] IR .0357 Lbs .0137 LOCATION KEY: Labs=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximum amount in storage at any time --not all materials are in use at the same time. $T3 = Sara Title III materials and/or mixtures containing Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----========= Lbs .0165 Lbs .0220 Glns .0001 Lbs .1101 Lbs .0220 Lbs .4420 Glns .0528 Lbs .1101 Lbs .0110 Lbs .1101 Lbs .0001 Lbs .0220 Lbs .0220 Lbs .0220 Lbs .0055 Lbs .1101 Lbs .0055 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION II: Page 2 Units Cabs >15Psi Loe ===== ---------------- Lbs N N Labs Lbs N N Labs Glns N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Glns N N Labs Lbs N N Labs Lbs' N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs -... .. .. --.. .. .... .... ......... 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: CONTENTS LISTING Item# CAS # Cone% State Name HazClass Stge* Units UC* -----============ ====== ===== =================================== ============= ---------===== --------------------------- 33 1239-45-8 100 s Ethidiun Bromide IR, OHH .0071 Lbs .0027 34 925-93-9 100 L Ethyl Alcohol FL 18, IR, OHH 3.3358 Glns 1.2830 35 7783-85-9 100 s Ferrous Ammoniun Sulfate IR .7158 Lbs .2753 36 26873-85-8 100 s Ficoll 400 [Nonionic Synthetic OHH .7158 Lbs .2753 Polymer of Sucrose] 37 50-00-0 80 L Formaldehyde Solution [Formalin] CA, CL2, IR, .0858 Glns .0330 TX, ST3 38 50-00-0 80 L Formaldehyde Solution [Formalin] CA, CL2, IR, .0859 Glns .0330 TX, ST3 39 59-48-7 100 s Fructose(D·) NH .1431 Lbs .OSSO 40 9000-70-8 100 s Gelatin NH .2862 Lbs .1100 41 108321-42-2 100 S· Geneticin Disulfate Salt IR, OHH .0001 Lbs .0001 42 921-60-8 100 s Glucose OHH .7158 Lbs .2753 43 623-33-6 100 s Glycine Ethyl Ester Hydrochloride IR 7.1825 Lbs 2.7625 [Glycine Ethyl Ether] 44 107-22-2 100 s Glyoxa.l IR 1.4365 Lbs .5525 45 593-84-0 100 s Guanidine Isothiocyanate IR .7158 Lbs .2753 CGuanidine Thiocyanate] 46 50-01-1 100 s Guanidine Monohydrochloride IR, OHH, TX .7158 Lbs ;5525 [Guanidine Hydrochloride] 47 7365-45-9 100 s HEPES [4-(2-Hydroxyethyl)-1-IR .7158 Lbs .2753 Piperazineethane Sulfonic Acid] LOCATION KEY: Labs=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximum amount in storage at any time --not all materials are in use at the same time. ST3 = Sara Title III materials and/or mixtures containing Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* ----------------------- Lbs .0011 Glns .5132 Lbs .1101 Lbs .1101 Glns .0132 Glns .0132 Lbs .0220 Lbs .0440 Lbs .0001 Lbs .1101 Lbs 1.1050 Lbs .2210 Lbs .1101 Lbs .2210 Lbs .1101 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. .... -· SECTION II: Page 3 Units Cabs >15Psi Loe ---------====== ------ Lbs N N Labs Glns N N Labs Lbs N N Labs Lbs N N Labs Glns N N Labs Glns N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs -.... ... -'11111 ..... .. .. .. .. ... -......... .. -· 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: CONTENTS LISTING Item# CAS # Cone% State Name HazClass Stge* Units UC* -----============ ====== ===== =================================== ============= ========= ===== ========= 48 50-23-7 100 s Hydrocortisone IR, OHH .0001 Lbs .0001 49 148-24-3 100 s Hydroxyquinoline (8-) IR .1431 Lbs .0550 50 123-51-3 100 L Isoamyl Alcohol [Methyl-1-Butanol CL2, IR, SN .0858 Glns .0330 (3-)l [Isopentyl Alcohol] 51 61-90-5 100 s Leucine (L-) CA, IR .0357 Lbs .0137 52 7447-41-8 100 s Lithillll Chloride [Lithillll Chlorate] IR, OHH, .1431 Lbs .0550 OX2, SN 53 56-87-1 100 s Lysine(L-) IR .0357 Lbs .0137 54 1912-28-3 100 s MES (2N Morpholinoethanesulfonic OHH .1431 Lbs .0550 Acid) 55 1132-61-2 100 s MOPS [4-Morpholino-Propanesulfonic IR .3579 Lbs .1376 Acid] 56 7786-30-3 100 s Magnesiun Chloride CR, OHH .1431 Lbs .0550 57 7791-18-6 100 s Magnesiun Chloride Hexahydrate IR .7158 Lbs .2753 58 7487-88-9 100 s Magnesiun Sulfate WR1, IR, OHH .7158 Lbs .2753 59 10034-99-8 100 s Magnesiun Sulfate Heptahydrate IR, OHH .7158 Lbs .2753 60 63-68-3 100 s Methionine IR .0357 Lbs .0137 61 67-56-1 100 L Methyl Alcohol [Methanol] FL 18, IR, OHH 3.2500 Glns 1.2500 62 548-62-9 100 s Methyl Violet (Crystal Violet) IR, OHH, TX .0357 Lbs .0137 (Gentian Violet) 63 548-62-9 100 s Methyl Violet (Crystal Violet) IR, OHH, TX .0358 Lbs .0137 (Gentian Violet) LOCATION KEY: Labs=1st Floor Labs *Storage+ Use Closed+ Use Open= MaxillPJIII amount in storage at any time --not all materials are in use at the same time. ST3 = Sara Title III materials and/or mixtures containing Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----========= Lbs .0001 Lbs .0220 Glns .0132 Lbs .0055 Lbs .0220 Lbs .0055 Lbs .0220 Lbs .0550 Lbs .0220 Lbs .1101 Lbs .1101 Lbs .1101 Lbs .0055 Glns .5000 Lbs .0055 Lbs .0055 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION II: Page 4 Units Cabs >15Psi Loe ===== ----====== ------ Lbs N N Labs Lbs N N Labs Glns N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Glns N N Labs Lbs N N Labs Lbs N N Labs -.. .. .. -.. .... .. .. ... ........ ...... .. 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: CONTENTS LISTING SECTION II: Page 5 Item# CAS # Cone% State Name HazClass Stge* Units UC* Units UO* Units Cabs. >15Psi Loe ===== ============ ====== -----=================================== ============= --------------========= ===== ========= ---------====== ====== --------- 64 8020-83-5 100 L Mineral Oil, Light CL3B, IR, OHH .1717 Glns .0660 65 389-08-2 100 s Nalidixic Acid IR .0357 Lbs .0137 66 5625-37-6 100 s PIPES [Piperazine-N,N'-Bis-2-IR, OHH .1431 Lbs .OSSO Ethanesulfonate] 67 108-95-2* so L Phenol [in Solution] CL3A, IR, .0858 Glns .0330 OHH, TX, ST3 68 120-07-0 100 s Phenyldiethanolamine CN-) CPDAJ IR .0143 Lbs .0055 [PDEA] 69 37225-26-6 100 L Polyethylene Glycol Solution (8000 CL3B, IR, OHH .0716 Glns .0275 MW] 70 9005-64-5 100 L Polyoxyethylene Sorbitan IR .0171 Glns .0066 Monolaurate [Tween 20, 40, 60, 80, 85] 71 9003-39-8 100 s Polyvinylpyrrolidone [PVPJ CA, IR, TX .7158 Lbs .2753 72 127-08-2 100 s Potassium Acetate IR .7158 Lbs .2753 73 7447-40-7 100 s Potassium Chloride IR, OHH .7158 Lbs .2753 74 1310-58-3 100 s Potassium Hydroxide WR2, CR, 1.4365 Lbs .5525 OHH, TX 75 7758-11-4 100 s Potassium Phosphate Dibasic IR .1431 Lbs .OSSO 76 13761-79-0 100 s Potassium Phosphate Monobasic IR .1431 Lbs .OSSO 77 7758-16-9 100 s Pyrophosphate, Disodium Salt IR .7158 Lbs .2753 78 137-16-6 100 s Sarkosyl IR, OHH .7158 Lbs .2753 LOCATION KEY: Labs=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximun amount in storage at any time --not all materials are in use at the same time. ST3 = Sara Title III materials and/or mixtures containing Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Glns Lbs Lbs Glns Lbs Glns Glns Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. .0264 Glns N N Labs .0055 Lbs N N Labs .0220 Lbs N N Labs .0132 Glns N N Labs .0022 Lbs N N Labs .0110 Glns N N Labs .0026 Glns N N Labs .1101 Lbs N N Labs .1101 Lbs N N Labs .1101 Lbs N N Labs .2210 Lbs N N Labs .0220 Lbs N N Labs .0220 Lbs N N Labs .1101 Lbs N N Labs .no1 Lbs N N Labs -.. .. .. --... .... .. .. .. .. .. .. 4/09/92 ISIS PHARMACEUTICALS· 2292 Faraday Avenue, Carlsbad 92008: CONTENTS LISTING Item# CAS # Cone% State Name HazClass Stge* Units UC* ===== ============ ====== ===== ===================================· ============= ========= -----========= 79 534-16-7 100 s Silver Carbonate IR .7158 Lbs .2753 80 7783-90-6 100 s Silver Chloride IR, TX 4.3095 Lbs 1.6575 81 7761-88-8 100 s Silver Nitrate CR, OX1, TX .0428 Lbs .0164 82 8006-28-8 100 s Soda Lime CR 4.3095 Lbs 1.6575 83 6131-90-4 100 s Sodiun Acetate Trihydrate IR, OHH .7158 Lbs .2753 84 26628-22-8 100 s Sodiun Azide HT, IR, OHH, .0357 Lbs .0137 UR3N, \JR2, ST3 85 144-55-8 100 s Sodiun Bicarbonate IR .7158 Lbs .2753 86 1330-96-4 100 s Sodiun Borate IR, OHH .7158 Lbs .2753 87 -55049-48-4 100 s Sodiun Citrate [Potassiun Citrate] IR 215.4750 Lbs 82.8750 [Citric Acid] 88 151-21-3 100 s Sodiun Dodecylsulfate [Dodecyl IR, OHH 1.4365 Lbs .5525 Sulfate, Sodiun Salt] [Lauryl Sulfate] [SOS] 89 7681-49-4 100 s Sodiun Fluoride CR, JR, OHH, .1431 Lbs .OSSO TX 90 1310-73-2 100 s Sodiun Hydroxide [Caustic Soda] CR, TX, YR1 4.3095 Lbs 1.6575 [Base] 91 7632-00-0 97 s Sodiun Nitrite CR, OHH, .7158 Lbs .2753 OX1, TX, UR1 92 7558-79-4 100 s Sodiun Phosphate Dibasic IR, OHH .7158 Lbs .2753 LOCATION KEY: Labs=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximum amount in storage at any time --not all materials are in use at the same time. ST3 = Sara Title Ill materials and/or mixtures containing Sara Title III materials. NOTE: Fully sprinklered.building. Entire building= 1 control area --no other hazardous materials. Units ===== Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs .. .. UO* ========= .1101 .6630 .0066 .6630 .1101 .0055 .1101 .1101 33.1500 .2210 .0220 .6630 .1101 .1101 Hazardous Materials & Occupancy Classification Analysis· Eriksen-Rattan Associates Inc. .. .. .. SECTION II: Page 6 Units Cabs >15Psi Loe ===== ==== ====== ------ Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs .. .. .. .. .. ,_ .. .. -.. .. .. .. ........ -.. 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: CONTENTS LISTING Item# CAS # Cone% State Name HazClass Stge* Units UC* ===== ============ ====== -----=================================== ============= ========= -----========= 93 7558-80-7 100 s Sodiun Phosphate Monobasic IR .7158 Lbs .2753 94 7423-31-6 100 s Stains-All [3,3'-Diethyl-9-methyl-IR .0286 Lbs .0110 4,5,5',5'-dibenzothiacarbocyaninel [Ethyl-2-[3~1-Ethylnaptha[1,2d]- Thiazolin-2-Ylidene)(1-)l 95 57-50-1 100 s Sucrose OHH 4.3095 Lbs 1.6575 96 7365-44-8 100 s TES(M) (2-IR .1431 Lbs .0550 {[Tris(Hydroxymethyl)Methyl]Amino}- 1-Ethanesulfonic Acid] 97 139-88-8 100 L Tergitol NP-40 [Tergiton 41 IR .0171 Glns .0066 98 1719-71-7 100 s Tetrazoliun Violet (2,5-Diphenyl-IR .0001 Lbs .0001 3(a-naphthyl)-tetrazoliun Chloride] 99 77-86-1 100 s Tris(Hydroxymethyl) Aminomethane IR 7.1825 Lbs 2.7625 [Tris] [Tris Basel 100 9002-93-1 100 L Triton x-100 CL3B, IR .0171 Glns .0066 [Octylphenoxypolyethanoll 101 1185-53-1 100 s Trizma Hydrochloride [Tris IR, OHH .7158 Lbs .2753 Hydrochloride] [Tris(Hydroxymethyl)Aminomethane] 102 57-13-6 100 s Urea IR, OHH 7.1825 Lbs· 2.7625 103 3634-83-1 100 s Xylene Cyanole FF IR .0357 Lbs .0137 104 0991-15-3 100 s Yeast OHH 3.9000 Lbs 1.5000 LOCATION KEY: Labs=1st Floor Labs *Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at the same time. ST3 = Sara Title III materials and/or mixtures containing Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control ~rea --no other hazardous materials. Units UO* ===== ========= Lbs .1101 Lbs .0044 Lbs .6630 Lbs .0220 Glns .0026 Lbs .0001 Lbs 1.1050 Glns .0026 Lbs .1101 Lbs 1.1050 Lbs .0055 Lbs .6000 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION II: Page 7 Units Cabs >15Psi Loe ===== ----------====== Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Glns N N Labs Lbs N N Labs Lbs N N Labs Glns N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs Lbs N N Labs .. ... .. .. --... .. -.. ..... .. - 4/09/92 ISIS PHARMACEUTICALS· 2292 Faraday Avenue, Carlsbad 92008: CONTENTS LISTING Item# CAS # Cone% State Name HazClass Stge* Units UC* ===== ============ ------===== =================================== ============= --------------========= --------- 105 7646-85-7 100 s Zinc Chloride CR, TX .1431 Lbs .0550 LOCATION KEY: Labs=1st Floor Labs *Storage+ Use Closed+ Use Open= Maxilllllll amount in storage at any time --not all materials are in use at the same time. ST3 = Sara Title Ill materials and/or mixtures containing Sara Title Ill materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units ===== Lbs .. - UO* ========= .0220 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. --.. SECTION II: Page 8 Units Cabs >15Psi Loe ===== ----------====== Lbs N N Labs .. -1111 Ill --.... -.. .. -11111 -.. ---- ISIS PHARMACEUTICALS 2292 Faraday Avenue Carlsbad, California 92008 HAZARDCXJS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS SECTION III HAZARDOUS AND NONHAZARDCXJS MATERIALS PHYSICAL, HEALTH & NONHAZARDOUS MATERIALS LISTING BY HAZARD CLASSIFICATION & PHYSICAL STATE 9 April 1992 Prepared by ERIKSEN-RATTAN ASSOCIATES INC. 8989 Rio San Diego Drive -Suite 200 San Diego, CA 92108 Telephone (619)299-6444 FAX (619)299-1229 .. -.. .. ---.. -.. .. .. --.. ---1111 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: CarcinogenslLIQUIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* -----============ ====== -----=================================== ============= ========= ===== ------------------ 50-00-0 80 L Formaldehyde Solution [Formalin] CA, CL2, IR, .0858 Glns .0330 TX, ST3 2 50-00-0 80 L Formaldehyde Solution [Formalin] CA, CL2, IR, .0859 Glns .0330 TX, ST3 3 67-66-3 100 L Chloroform CA, IR, OHH, .3433 Glns .1320 TX, ST3 --------------------------- TOTAL -carcinogens I LIQUIDS .5150 Glns .1980 AGGREGATE TOTAL -Carcinogens I LIQUIDS .7922 Glns LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maxi11U11 amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----=======·= Glns .0132 Glns .0132 Glns .0528 ---------------- Glns .0792 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION Ill: PAGE 1 Units Cabs >15Psi Loe --------------------- Glns N· N LABS Glns N N LABS Glns N N LABS Glns 11111 -· -----.. -... .. 1111 --.. - 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Carcinogens!SOLIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* -----------------====== ===== =================================== ============= ========= -----========= ------------ 4 61-90-5 100 s Leucine (L-) CA, IR .0357 Lbs .0137 5 79-06-1 100 s Acrylamide CA, IR, OHH, 7.1825 Lbs 2.7625 TX, UR1, ST3 6 9003-39-8 100 s Polyvinylpyrrolidone [PVPl CA, IR, TX .7158 Lbs .2753 7 9011-18-1 100 s Dextran sulfate CA .1431 Lbs .0550 --------------------------- TOTAL -Carcinogens I SOLIDS 8.0771 Lbs 3 .1065 AGGREGATE TOTAL -Carcinogens I SOLIDS 12.4262 Lbs LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title Ill materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* ===== ========= Lbs .0055 Lbs 1.1050 Lbs .1101 Lbs .0220 ---------------- Lbs 1.2426 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. --1111 SECTION Ill: PAGE 2 Units Cabs >15Psi Loe ===== ==== ====== ====== Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs -------.. --.. .. --.. - 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Combustible Liquids IIILIQUIDS Item# Cas# Cone% State Name Hazclass Stge* Units 'UC* ----------------------------=================================== ============= ========= ----------------------------------- 8 123-51-3 100 L lsoamyl Alcohol [Methyl-1-Butanol CL2, IR, SN .0858 Glns .0330 (3-)l [I sopentyl Alcohol] 9 50-00-0 80 L Formaldehyde Solution [Formalin] CA, CL2, IR, .0858 Glns .0330 TX, ST3 10 50-00-0 80 L Formaldehyde Solution [Formalin] CA, CL2, IR, .0859 Glns .0330 TX, ST3 11 64-19-7 100 L Acetic Acid (Glacial) CL2, CR, OHH .3433 Glns ·.1320 --------------------------- TOTAL -Combustible Liquids IIILIQUIDS. .6008 Glns .2310 AGGREGATE TOTAL -Combustible Liqijids IIILIQUIDS .9242 Glns LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximum amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title Ill materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----========= Glns .0132 Glns .0132 Glns .0132 Glns .0528 ---------------- Glns .0924 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. --- SECTION Ill: PAGE 3 Units Cabs >15Psi Loe ===== ----====== ------ Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns ----------.. - 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008:. Combustible Liquids III-AjLIQUIDS Item# ----- 12 13 Cas# Cone% State Name ============ ====== -----=================================== 107-92-6 100 L Butyric Acid (n-> 108-95-2* 50 L Phenol [in Solution] TOTAL -Combustible Liquids III-AjLIQUIDS AGGREGATE TOTAL -Combustible Liquids III-AjLIQUIDS LOCATION KEY: LABS=1st Floor Labs Hazclass Stge* Units -------------========= ===== ------------- CL3A, TX, CR .0007 Glns CL3A, IR, .0858 Glns OHH, TX, ST3 .0865 Glns • 1331 Glns -- UC* Units ========= ===== .0003 Glns .0330 Glns .0333 Glns *Storage+ Use Closed+ Use Open= Maximun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. ----- SECTION III: PAGE 4 UO* Units Cabs >15Psi Loe ========= ===== ==== ====== ====== .0001 Glns N N LABS .0132 Glns N N LABS .0133 Glns Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. ----------11111 ------ 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Combustible Liquids 111-BILIQUIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* ===== ============ ====== ===== =================================== ============= ========= ===== ========= 14 37225-26-6 100 L Polyethylene Glycol Solutioij [8000 CL3B, IR, OHH .0716 Glns .0275 MW] 15 8020-83-5 100 L Mineral Oil, Light CL3B, IR, OHH .1717 Glns .0660 16 9002-93-1 100 L Triton X-100 CL3B, IR .0171 Glns .0066 [Octylphenoxypolyethanol] --------------------------- TOTAL -combustible Liquids 111-BILIQUIDS .2604 Glns .1001 AGGREGATE TOTAL -Combustible Liquids 111-BILIQUIDS .4005 Glns LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maxilllll1l amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title Ill materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* ===== ========= Glns .0110 Glns .0264 Glns .0026 ---------------- Glns .0400 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. --.. SECTION Ill: PAGE 5 Units Cabs >15Psi Loe ===== ==== ------====== Glns N N LABS Glns N N LABS Glns N N LABS Glns ---------------- 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: CorrosiveslLIQUIDS Item# Cas# Coric% State Name Hazclass Stge* Units UC* -----============ ------===== =================================== ============= ========= -----========= 17 107-92-6 100 L Butyric Acid (n-> CL3A, TX, CR .0007 Glns .0003 18 64-19-7 100 L Acetic Acid (Glacial) CL2, CR, OHH .3433 Glns .1320 --------------------------- TOTAL -Corrosives I LIQUIDS .3440 Glns .1323 AGGREGATE TOTAL -CorrosiveslLIQUIDS .5292 Glns LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maxilllll11 amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* ===== ========= Glns .0001 Glns .0528 ---------------- Glns .0529 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. --.. SECTION III: PAGE 6 Units Cabs >15Psi Loe ===== ==== ====== ------ Glns N N LABS Glns N N LABS Glns ----------.. ----- 4/09/92 ISIS PHARMACEUTICALS· 2292 Faraday Avenue, Carlsbad 92008: Corrosives!SOLIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* ===== ============ ------===== =================================== ============= ========= ----------------------- 19 1310-58-3 100 s Potassium Hydroxide WR2, CR, 1.4365 Lbs .5525 OHH, TX 20 1310-73-2 100 s Sodium Hydroxide [Caustic Soda] CR, TX, WR1 4.3095 Lbs 1.6575 [Base] 21 4387-85-3 100 s Bis(Acryl~mide) Acetic Acid (2,2-) CR .3579 Lbs .1376 22 7632-00-0 97 s Sodium Nitrite CR, OHH, .7158 Lbs .2753 OX1, TX, UR1 23 7646-85-7 100 s Zinc Chloride CR, TX .1431 Lbs .0550 24 7681-49-4 100 s Sodium Fluoride CR, IR, OHH, .1431 Lbs .0550 TX 25 IT61·88-8 100 s Silver Nitrate CR, OX1, TX .0428 Lbs .0164 26 IT83-28-0 100 s Anmonium Phosphate Dibasic CR 1.4365 Lbs .5525 27 IT86-30-3 100 s Magnesium Chloride CR, OHH .1431 Lbs .0550 28 8006-28-8 100 s Soda Lime CR 4.3095 Lbs 1.6575 --------------------------- TOTAL -Corrosives I SOLIDS 13.0378 Lbs 5.0143 AGGREGATE TOTAL -Corrosives!SOLIDS 20.0578 Lbs LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maxilllllll amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* ===== ========= Lbs .2210 Lbs .6630 Lbs .0550 Lbs .1101 Lbs .0220 Lbs .0220 Lbs .0066 Lbs .2210 Lbs .0220 Lbs .6630 ---------------- Lbs 2.0057 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. --- SECTION 111: PAGE 7 Units Cabs >15Psi Loe ===== ----====== ------ Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs ----------.. -------- 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Flanmable Liquids I-BILIQUIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* ===== ============ ====== ===== -~---------------------------------============= ========= ===== ------------------ 29 67-56-1 100 L Methyl Alcohol [Methanol] Fl 1B, IR, OHH 3.2500 Glns 1.2500 30 67-64-1 100 L Acetone {2-Propanone} Fl 1B, IR, OHH 3.2500 Glns 1.2500 31 75-05-8 100 L Acetonitrile Fl 1B, IR, 1.3734 Glns .5280 OHH, UR1, \IR1 32 925-93-9 100 L Ethyl Alcohol Fl 1B, IR, OHH 3.3358 Glns 1.2830 --------------------------- TOTAL -Flanmable Liquids I-BILIQUIDS 11.2092 Glns 4.3110 AGGREGATE TOTAL -Flanmable Liquids I-BILIQUIDS 17.2446 Glns LOCATION KEY: LABS=1st Floor labs *Storage+ Use Closed+ Use Open= Maximun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control a~ea --no other hazardous materials. Units UO* ===== ========= Glns .5000 Glns .5000 Glns .2112 Glns .5132 ---------------- Glns 1 .7244 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION Ill: PAGE 8 Units Cabs >15Psi Loe ===== ---------------- Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns --1111 -... -----.. - 4/09/92 [SIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Flanmable SolidslSOLIDS Item# ----- 33 Cas# Cone% State Name ============ ------===== =================================== 51-28-5 100 s Dinitrophenol (2,4-) TOTAL -Flanmable Solids!SOLIDS AGGREGATE TOTAL -Flanmable SolidslSOLIDS LOCATION KEY: LABS=1st Floor Labs HazClass Stge* Units ============= ----------------------- FS, HT, IR, .1431 Lbs OHH .1431 Lbs .2201 Lbs -- UC* Units ---------===== --------- .0550 Lbs .0550 Lbs *Storage+ Use Closed+ Use Open= Maximum amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. ----- SECTION Ill: PAGE 9 UO* Units Cabs >15Psi Loe ========= -----==== ------------ .0220 Lbs N N LABS .0220 Lbs Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. --.. ------------- 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Highly Toxics!SOLlDS Item# Cas# Cone% State Name HazClass Stge* Units UC* ===== ============ ====== -----=================================== ============= ========= ===== ------------------ 34 26628-22-8 100 s Sodiun Azide HT, IR, OHH, .0357 Lbs .0137 UR3N, WR2, ST3 35 51-28-5 100 s Dinitrophenol (2,4-) FS, HT, IR, .1431 Lbs .0550 OHH --------------------------- TOTAL -Highly ToxicslSOLlDS .1788 Lbs .0687 AGGREGATE TOTAL -Hig~ly ToxicslSOLIDS .2750 Lbs ~OCATlON KEY:· LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximum amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title Ill materials and/or mixtures containng Sara Title Ill materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* ===== ========= Lbs .0055 Lbs .0220 ---------------- Lbs .0275 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. --- SECTION Ill: PAGE 10 Units Cabs >15Psi Loe ===== ==== ====== ------ Lbs N N LABS Lbs N N LABS Lbs --lilllt --_.._ _, .. ----- 4/09/92 ISIS PHARMACEUTICALS• 2292 Faraday Avenue, Carlsbad 92008: Irritants!LIQUIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* ===== ============ -----------=================================== ============= ---------===== --------------------------- 36 108-95-2* 50 L Phenol [in Solution] CL3A, IR, .0858 Glns .0330 OHH, TX, ST3 37 123-51-3 100 L Isoamyl Alcohol [Methyl-1-Butanol CL2, IR, SN .0858 Glns .0330 (3-)l [Isopentyl Alcohol] ·38 139-88-8 100 L Tergitol NP-40 [Tergiton 4] IR .0171 Glns .0066 39 37225-26-6 100 L Polyethylene Glycol Solution [8000 CL3B, IR, OHH .0716 Glns .0275 MWJ 40 50-00-0 80 L Formaldehyde Solution [Formalin] CA, CL2, IR, .0858 Glns .0330 TX, ST3 41 50-00-0 80 L Formaldehyde Solution [Formalin] CA, CL2, IR, .0859 Glns .0330 TX, ST3 42 67-56-1 100 L Methyl Alcohol [Methanol] FL1B, IR, OHH 3.2500 Glns 1.2500 43 67-64-1 100 L Acetone {2-Propanone} FL1B, IR, OHH 3~2500 Glns 1.2500 44 67-66-3 100 L Chloroform CA, IR, OHH, .3433 Glns .1320 TX, ST3 45 75-05-8 100 L Acetonitrile FL1B, IR, 1.3734 Glns .5280 OHH, UR1, WR1 46 8020-83·5 100 L Mineral Oil, Light CL3B, IR, OHH .1717 Glns .0660 47 9002-93·1 100 L Triton X-100 CL3B, IR .0171 Glns .0066 [Octylphenoxypolyethanol] 48 9005-64·5 100 L Polyoxyethylene Sorbitan IR .0171 Glns .0066 Monolaurate [Tween 20, 40, 60, 80, 85] LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= MaxillUII amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units ----- Glns Glns Glns Glns Glns Glns Glns Glns Glns Glns Glns Glns Glns -- UO* ========= .0132 .0132 .0026 .0110 .0132 .0132 ·.5000 .5000 .0528 .2112 .0264 .0026 .0026 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. --- SECTION III: PAGE 11 Units Cabs >15Psi Loe ===== ==== ====== ====== Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS -"'-' -----...... -------· .... 4/09/92 ISIS PHARMACEUTICALS·· 2292 Faraday Avenue, Carlsbad 92008: IrritantslLIQUIDS Item# Cas# Cone% State Name Hazclass Stge* Units UC* Units ... ------. ------====== ===== =================================== --------------------------------------------========= ===== 49 925-93-9 100 L Ethyl Alcohol FL 18, IR, OHH 3.3358 Glns 1.2830 Glns TOTAL -IrritantslLIQUIDS AGGREGATE TOTAL· IrritantslLIQUIDS 12. 1904 Glns 4.6883 Glns 18.7539 Glns LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximum amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. ---..,, -- SECTION III: PAGE 12 UO* Units Cabs >15Psi Loe ------------------ .5132 Glns N N LABS 1.8752 Glns Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. ~-~-.------·-._ .. ~ , .. .. -.. -- 4/09/92 ISIS PHARMACEUTICALS· 2292 Faraday Avenue, Carlsbad 92008: IrritantsjSOLIOS Item# Cas# Cone% State Name Hazclass Stge* Units UC* ===== ------------------===== =================================== ============= --------------========= --------------------- 50 10034-99-8 100 s Magnesillll Sulfate Heptahydrate IR, OHH .7158 Lbs .2753 51 10035-04-8 100 s Calcilllt Chloride Dihydrate IR .7158 Lbs .2753 52 10043-35-3 100 s Boric Acid IR 7 .1825 Lbs 2.7625 53 10191-18-1 100 s Buffer [BES) [Bes Ul~roll IR .1431 Lbs .0550 54 107-22-2 100 s Glyoxal IR 1.4365 Lbs .5525 55 108321-42-2 100 s Geneticin Disulfate Salt IR, OHH .0001 Lbs .0001 56 1132-61-2 100 s MOPS [4-Morpholino-Propanesulfonic IR .3579 Lbs .1376 Acid) 57 115-39-9 100 s Bromophenol Blue IR .1073 Lbs .0412 58 1185-53-1 100 s Trizma Hydrochloride [Tris IR, OHH .7158 Lbs .2753 Hydrochloride) [Tris(Hydroxymethyl)AminomethaneJ 59 120-07-0 100 s Phenyldiethanolamine (N·) [PDAJ IR .0143 Lbs .0055 [POEAJ 60 12125-02-9 100 s AlllllOnillll Chloride IR .7158 Lbs .2753 61 122-39-4 100 s Oiphenylamine IR, OHH, SN .0357 Lbs .0137 62 1239-45-8 100 s Ethidillll Bromide IR, OHH .0071 Lbs .0027 63 127-08-2 100 s Potassillll Acetate IR .7158 Lbs .2753 64 1330-96-4 100 s Sodillll Borate IR, OHH .7158 Lbs .2753 65 137-16-6 100 s Sarkosyl IR, OHH .7158 Lbs .2753 66 13761-79-0 100 s Potassiun Phosphate Monobasic IR .1431 Lbs .0550 67 14-4-55-8 100 s Sodillll Bicarbonate IR .7158 Lbs .2753 68 148-24-3 100 s Hydroxyquinoline (8-) IR .1431 Lbs .0550 LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximllll amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units ===== Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs .. (- UO* ========= .1101 .1101 1.1050 .0220 .2210 .0001 .0550 .0165 .1101 .0022 .1101 .0055 .0011 .1101 .1101 .1101 .0220 .1101 .0220 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. ---.. SECTION III: PAGE 13 Units Cabs >15Psi Loe -----==== ====== ------ Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS .. IIIJ ... ._ ........... I'--~--.. -\ ·-· llil!I> , .. 4/09/92 · ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: IrritantslSOLIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* ===== -----------------------=================================== -------------========= ===== ========= ------------------------- 69 151-21-3 100 s Sodiun Dodecylsulfate [Dodecyl IR, OHH 1.4365 Lbs .5525 Sulfate, Sodiun Salt] [Lauryl Sul fate] [SOS] 70 154-17-6 100 s Deoxy·D·Glucose (2·> IR .0001 Lbs .0001 71 1719-71-7 100 s Tetrazolium Violet [2,5-Diphenyl-IR .0001 Lbs .0001 3(a-naphthyl)-tetrazoliun Chloride] 72 26628-22·8 100 s Sodiun Azide HT, IR, OHH, .0357 Lbs .0137 UR3N, WR2, ST3 73 3012-65-5 100 s Citric Acid IR .7158 Lbs .2753 74 3634-83-1 100 s Xylene Cyanole FF IR .0357 Lbs .0137 75 3861-73-2 100 s Coomassie Brilliant Blue (G-250, R-IR .0734 Lbs .0274 250) 76 389-08·2 100 s Nalidixic Acid IR .0357 Lbs .0137 77 50-01·1 100 s Guanidine Monohydrochloride IR, OHH, TX .7158 Lbs .5525 [Guanidine Hydrochloride] 78 50-23-7 100 s Hydrocortisone IR, OHH .0001 Lbs .0001 79 51-28-5 100 s Dinitrophenol (2,4-) FS, HT, IR, .1431 Lbs .0550 OHH 80 534-16-7 100 s Silver Carbonate IR .7158 Lbs .2753 81 548-62·9 100 s Methyl Violet (Crystal Violet) IR, OHH, TX .0357 Lbs .0137 (Gentian Violet) LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title Ill materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* ===== ========= Lbs .2210 Lbs .0001 Lbs .0001 Lbs .0055 Lbs .1101 Lbs .0055 Lbs .0110 Lbs .0055 Lbs .2210 Lbs .0001 Lbs .0220 Lbs .1101 Lbs .0055 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. 11!!1 tlll!!I .. SECTION III: PAGE 14 Units Cabs >15Psi Loe -----==== ====== ====== Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS .. .. .. .. ... .. iilll .......... .. .. .. , .. .. .. ... 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: lrritants!SOLIOS Item# Cas# Cone% State Name HazClass Stge* Units UC* ===== ============ ====== ===== =================================== ============= ----.---------========= 82 548-62-9 100 s Methyl Violet (Crystal Violet) IR, OHH, TX -0358 Lbs .0137 (Gentian Violet) 83 55049-48-4 100 s Sodill11 Citrate CPotassiU11 Citrate] IR 215.4750 Lbs 82.8750 [Citric Acid] 84 56-87-1 100 s Lysine(L-) IR .0357 Lbs .0137 85 5625-37-6 100 s PIPES [Piperazine-N,N'-Bis-2-IR, OHH .1431 Lbs .OSSO Ethanesulfonatel 86 568-63-8 100 s Erythrosin B [Acid Red 51] IR .0357 Lbs .0137 87 57-13-6 100 s Urea IR, OHH 7.1825 Lbs 2.7625 88 593-84-0 100 s Guanidine lsothiocyanate IR .7158 Lbs .2753 [Guanidine Thiocyanate] 89 60-00-4 100 s EDTA [Ethylenediaminetetraacetic IR, OHH .7158 Lbs .2753 Acid] 90 61-90-5 100 s Leucine (L-) CA, IR .0357 Lbs .0137 91 6131-90-4 100 s Sodill11 Acetate ~ri~ydrate IR, OHH .7158 Lbs .2753 92 623-33-6 100 s Glycine Ethyl Ester Hydrochloride IR 7.1825 Lbs 2.7625 [Glycine Ethyl Ether] 93 63-68-3 100 s Methionine IR .0357 Lbs .0137 94 631-61-8 100 s AmmoniU11 Acetate IR .7158 Lbs .2753 95 6976-37-0 100 s Bis(Hydroxymethyl)-IR, OHH .1431 Lbs .OSSO 2,2',2"Nitrilotriethanol(2,2-)[Bis- Tris] LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----========= Lbs .0055 Lbs 33.1500 Lbs .0055 Lbs .0220 Lbs .0055 Lbs 1.1050 Lbs .1101 Lbs .1101 Lbs .0055 Lbs .1101 Lbs 1.1050 Lbs .0055 Lbs .1101 Lbs .0220 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION Ill: PAGE 15 Units Cabs >15Psi Loe ---------------====== Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N . LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS ............ ..... ~ .... , ...... ~ 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: lrritantslSOLIDS Item# Cas# Cone% State .Name HazClass Stge* Units UC* -----============ ------===== =================================== ============= --------------========= --------- 96 7272-54-0 100 s Anmonium Persulfate (Anmonium IR, OX1, WR1 .0428 Lbs .0192 Peroxy Disulfate) 97 7365-44-8 100 s TES(M) [2-IR .1431 Lbs .0550 {[Tris(Hydroxymethyl)Methyl]Amino}- 1-Ethanesulfonic Acid] 98 7365-45-9 100 s HEPES [4-(2-Hydroxyethyl)-1-IR .7158 Lbs .2753 Piperazineethane Sulfonic Acid] 99 7423-31-6 100 s Stains-All [3,3'-Diethyl-9-methyl-JR .0286 Lbs .0110 4,5,5',5'-dibenzothiacarbocyaninel [Ethyl-2-[3(1-Ethylnaptha[1,2d]- Thiazolin-2-Ylidene)(1-)l 100 7447-40-7 100 s Potassium Chloride IR, OHH .7158 Lbs .2753 101 7447-41-8 100 s Lithium Chloride [Lithium Chlorate] IR, OHH, .1431 Lbs .0550 OX2, SN 102 7487-88-9 100 s Magnesium Sulfate WR1, IR, OHH .7158 Lbs .2753 103 7558-79-4 100 s Sodium Phosphate Dibasic IR, OHH • 7158 Lbs .2753 104 7558-80-7 100 s Sodium Phosphate Monobasic IR .7158 Lbs .2753 105 7647-17-8 100 s Cesium Chloride IR, OHH .1431 Lbs .0550 106 7647-17-8 100 s Cesium Chloride IR, OHH 2.8730 Lbs 1.1050 107 7681-49-4 100 s Sodium Fluoride CR, IR, OHH, .1431 Lbs .0550 TX 108 77-86-1 100 s Tris(Hydroxymethyl) Aminomethane IR 7.1825 Lbs 2.7625 [Tris] [Tris Basel LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title Ill materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units ===== Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs .......... .. SECTION III: PAGE 16 UO* Units Cabs >15Psi Loe ========= -----==== ------====== .0077 Lbs N N LABS .0220 Lbs N N LABS .1101 Lbs N N LABS .0044 Lbs N N LABS .1101 Lbs N N LABS .0220 Lbs N N LABS .1101 Lbs N N LABS .1101 Lbs N N LABS .1101 Lbs N N LABS .0220 Lbs N N LABS .4420 Lbs N N LABS .0220 Lbs N N LABS 1.1050 Lbs N N LABS Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. -.. , ....... ..... ~ ......... '(llll --·---·--.. 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Irritants!SOLIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* ===== ============ -----------=================================== ============= ========= ===== ========= 109 7758-11-4 100 s Potassiun Phosphate Dibasic IR .1431 Lbs .0550 110 7758-16-9 100 s Pyrophosphate, Disodiun Salt IR .7158 Lbs .2753 111 7758-98-7 100 s Cupric Sulfate [CopperCII) Sulfate] IR, OHH, TX .7158 Lbs .2753 112 7783-85-9 100 s Ferrous Anmonium Sulfate IR .7158 Lbs .2753 113 7783-90-6 100 s Silver Chloride IR, TX 4.3095 Lbs 1.6575 114 7791-18-6 100 s Magnesiun Chloride Hexahydrate IR .7158 Lbs .2753 115 79-06-1 100 s Acrylamide CA, IR, OHH, 7.1825 Lbs 2.7625 TX, UR1, ST3 116 9002-18-0 100 s Agar [Bacto·Agarl [Agar-Nobel] IR .6500 Lbs .2500 [Agar-Select] 117 9003-39-8 100 s Polyvinylpyrrol idone_ [PVPJ CA, IR, TX .7158 Lbs .2753 118 9012-36-6 100 s Agarose IR .7158 Lbs .2753 119 9012-36-6 100 s Agarose IR .7159 Lbs .2753 120 A23,839·2 100 s Deoxycholic Acid, Sodium Salt IR, OHH .1431 Lbs .0550 Monohydrate 121 N-1 100 s Bacto-Tryptone IR, OHH 7.8000 Lbs 3.0000 --------------------------- TOTAL -Irritants!SOLIDS 291.9258 Lbs 112.5573 AGGREGATE TOTAL -IrritantslSOLIDS 449.5060 Lbs LOCATION KEY: [ABS=1st Floor Labs *Storage+ Use.Closed+ Use Open= Maxil!UTI amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* ===== ========= Lbs .0220 Lbs .1101 Lbs .1101 Lbs .1101 Lbs .6630 Lbs .1101 Lbs 1.1050 Lbs .1000 Lbs .1101 Lbs .1101 Lbs .1101 Lbs .0220 Lbs 1.2000 ---------------- Lbs 45.0229 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION III: PAGE 17 Units Cabs >15Psi Loe ---------====== ====== Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs -............ , , .. --, .. .. .. ... .. .......... 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Nonhazardous MaterialslSOLIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* ===== ============· ====== -----=================================== ============= --------------========= --------- 122 59-48-7 100 s Fructose(D-) NH .1431 Lbs .OSSO 123 9000-70-8 100 s Gelatin NH .2862 Lbs .1100 --------------------------- TOTAL: Nonhazardous MaterialslSOLIDS .4293 Lbs .1650 AGGREGATE TOTAL -Nonhazardous MaterialslSOLIOS .6603 Lbs LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* ===== ========= Lbs .0220 Lbs .0440 ---------------- Lbs .0660 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION Ill: PAGE 18 Units Cabs >1SPsi Loe ===== ---------------- Lbs N N LABS Lbs N N LABS Lbs ~ ................................ :_ ....... 4/09/92 ISIS PHARMACEUTICALS· 2292 Faraday Avenue, Carlsbad 92008: Other Health HazardslLIQUIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* -----============ ====== ===== =================================== ============= ========= ----------------------- 124 108-95-2* 50 L Phenol tin Solution] CL3A, IR, .0858 Glns .0330 OHH, TX, ST3 125 37225-26-6 100 L Polyethylene Glycol Solution [8000 CL3B, IR, OHH .0716 Glns .0275 MIil 126 64-19-7 100 L Acetic Acid (Glacial) CL2, CR, OHH .3433 Glns .1320 127 67-56-1 100 L Methyl Alcohol [Methanol] FL 1B, IR, OHH 3.2500 Glns 1.2500 128 67-64-1 100 L Acetone {2-Propanone} FL 1B, IR, OHH 3.2500 Glns 1.2500 129 67-66-3 100 L Chloroform CA, IR, OHH, .3433 Glns .1320 TX, ST3 130 75-05-8 100 L Acetonitrile FL1B, IR, 1.3734 Glns .5280 OHH, UR1, IIR1 131 8020-83-5 100 L Mineral Oil, Light CL3B, IR, OHH .1717 Glns .0660 132 925-93-9 100 L Ethyl Alcohol FL 1B, IR, OHH 3.3358 Glns 1.2830 --------------------------- TOTAL -Other Health HazardslLIQUIDS 12.2249 Glns 4.7015 AGGREGATE TOTAL -Other Health HazardslLIQUIDS 18.8070 Glns LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= MaxillUII amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----========= Glns .0132 Glns .0110 Glns .0528 Glns .5000 Glns .5000 Glns .0528 Glns .2112 Glns .0264 Glns .5132 ---------------- Glns 1.8806 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION Ill: PAGE 19 Units Cabs >15Psi Loe ===== ==== ====== ====== Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns -.. .. ..... .. l!llli ... ... .. ... .. --.. 4/09/92 ISIS PHARMACEUTICALS· 2292 Faraday Avenue, Carlsbad 92008: Other Health Hazards!SOLIOS Item# Cas# Cone% State Name HazClass Stge* Units UC* -----============ ====== -----=================================== ============= ========= ===== ========= 133 0991-15-3 100 s Yeast OHH 3.9000 Lbs 1.5000 134 10034-99-8 100 s Magnesium Sulfate Heptahydrate IR, OHH .7158 Lbs .2753 135 108321-42-2 100 s Geneticin Disulfate Salt IR, OHH .0001 Lbs .0001 136 1185-53-1 100 s Trizma Hydrochloride [Tris IR, OHH .7158 Lbs .2753 Hydrochloride] [Tris(Hydroxymethyl)Aminomethane] 137 122-39-4 100 s Diphenylamine IR, OHH, SN .0357 Lbs .0137 138 1239-45-8 100 s Ethidium Bromide IR, OHH .0071 Lbs .0027 139 1310°58-3 100 s Potassium Hydroxide WR2, CR, 1.4365 Lbs .5525 OHH, TX 140 1330-96-4 100 s Sodium Borate IR, OHH .7158 Lbs .2753 141 137-16-6 100 s Sarkosyl IR, OHH .7158 Lbs .2753 142 151-21-3 100 s Sodium Oodecylsulfate [Dodecyl IR, OHH 1.4365 Lbs .5525 Sul fate, Sodium Sal tl [Lauryl Sul fate] [SOS] 143 1912-28-3 100 s MES (2N Morpholinoethanesulfonic OHH .1431 Lbs .0550 Acid) 144 26628-22-8 100 s Sodium Azide HT, IR, OHH, .0357 Lbs .0137 UR3N, WR2, ST3 145 26873-85-8 100 s Ficoll 400 [Nonionic Synthetic OHH .7158 Lbs .2753 Polymer of sucrose] 146 50-01-1 100 s Guanidine Monohydrochloride IR, OHH, TX .7158 Lbs .5525 [Guanidine Hydrochloride] LOCATION KEY: LABS=1st Floor Labs *S~orage + Use Closed+ Use Open= Maximum amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title Ill materials and/or mixtures containng Sara Title Ill materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials.· Units ----- Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs .. .. , ...... SECTION Ill: PAGE 20 UO* Units Cabs >15Psi Loe ========= ===== ---------------- .6000 Lbs N N LABS .1101 Lbs N N LABS .0001 Lbs N N LABS .1101 Lbs N N LABS .0055 Lbs N N LABS .0011 Lbs N N LABS .2210 Lbs N N LABS .1101 Lbs N N LABS .1101 Lbs N N LABS .2210 Lbs N N LABS .0220 Lbs N N LABS .0055 Lbs N N LABS .1101 Lbs N N LABS .2210 Lbs N N LABS Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates· Inc. ---.. -, .. .... ,. --.. .. .. .. ... ..... ......... 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Other Health HazardslSOLIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* ===== ============ ====== ===== =================================== ============= --------------========= --------- 147 50-23~7 100 .S Hydrocortisone IR, OHH .0001 Lbs .0001 148 51-28-5 100 s Dinitrophenol (2,4-) FS, HT, IR, .1431 Lbs .0550 OHH 149 548-62-9 100 s Methyl Violet (Crystal Violet) IR, OHH, TX .0357 Lbs .0137 (Gentian Violet) 150 548-62-9 100 s Methyl Violet (Crystal Violet) IR, OHH, TX .0358 Lbs .0137 (Gentian Violet) 151 5625-37-6 100 s PIPES [Piperazine-N,N'·Bis-2-IR, OHH .1431 Lbs .0550 Ethanesul fonatel 152 57-13-6 100 s Urea IR, OHH 7~ 1825 Lbs 2.7625 153 57-50-1 100 s Sucrose OHH 4.3095 Lbs 1.6575 154 60-00-4 100 s EDTA [Ethylenediaminetetraacetic IR, OHH .7158 Lbs .2753 Acid] 155 6131-90-4 100 s Sodium Acetate Trihydrate IR, OHH .7158 Lbs .2753 156 6976-37-0 100 s Bis(Hydroxymethyl)-IR, OHH .1431 Lbs .0550 2,2' ,211N i trilotri ethanol (2,2· )[Bis- Tris] 157 7447-40-7 100 s Potassium Chloride IR, OHH .7158 Lbs .2753 158 7447-41-8 100 s Lithium Chloride [Lithium Chlorate] IR, OHH, .1431 Lbs .0550 OX2, SN 159 7487-88-9 100 s Magnesium Sulfate WR1, IR, OHH .7158 Lbs .2753 160 7558-79-4 100 s Sodium Phosphate Dibasic IR, OHH .7158 Lbs .2753 LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units ===== Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs Lbs .. ..... .. .. SECTION Ill: PAGE 21 UO* Units Cabs >15Psi Loe ========= ===== ==== ------====== .0001 Lbs N N LABS .0220 Lbs N N LABS .0055 Lbs N N LABS .0055 Lbs N N LABS .0220 Lbs N N LABS 1.1050 Lbs N N LABS .6630 Lbs N N LABS .1101 Lbs N N LABS .1101 Lbs N N LABS .0220 Lbs N N LABS .1101 Lbs N N LABS .0220 Lbs N N LABS .1101 Lbs N N LABS .1101 Lbs N N LABS Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. .... .. .. .. .. .... .. ............. .. ........... 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Other Health HazardslSOLIDS Item# Cas# Cone% State Name Hazclass Stge* Units UC* ===== ============ -----------=================================== ============= ========= -----========= 161 7632-00-0 97 s Sodium Nitrite CR, OHH, .7158 Lbs .2753 OX1, TX, UR1 162 7647-17-8 100 s Cesium Chloride IR, OHH .1431 Lbs .0550 163 7647-17-8 100 s Cesium Chloride IR, OHH 2.8730 Lbs 1.1050 164 7681-49-4 100 s Sodium Fluoride CR, IR, OHH, .1431 Lbs .0550 TX 165 7758-98-7 100 s Cupric Sulfate [Copper(II) Sulfate] IR, OHH, TX .7158 Lbs .2753 166 7786-30-3 100 s Magnesium Chloride CR, OHH .1431 Lbs .0550 167 79-06-1 100 s Acrylamide CA, IR, OHH, 7.1825 Lbs 2.7625 TX, UR1, ST3 168 921-60-8 100 s Glucose OHH .7158 Lbs .2753 169 A23,839-2 100 s Deoxycholic Acid,-Sodium Salt IR, OHH .1431 Lbs .OSSO Monohydrate 170 N-1 100 s Bacto-Tryptone IR, OHH 7.8000 Lbs 3.0000 --------------------------- TOTAL -Other Health HazardslSOLIDS 47.5798 Lbs 18.5766 AGGREGATE TOTAL -Other Health HazardslSOLIDS 73.5870 Lbs LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----========= Lbs .1101 Lbs .0220 Lbs .4420 Lbs .0220 Lbs .1101 Lbs .0220 Lbs 1.1050 Lbs .1101 Lbs .0220 Lbs 1.2000 ---------------- Lbs 7.4306 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION III: PAGE 22 Units Cabs >15Psi Loe ===== ----------====== Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs -.. .. .. .. .. .. , ........ ........ ..... .... 4/09/92 ISIS PHARMACEUTICALS· 2292 Faraday Avenue, Carlsbad 92008: Oxidizers 1ISOLIDS Item# Cas# Cone% State Name Hazclass Stge* Units UC* ===== ============ ------===== =================================== ============= --------------========= --------- 171 7272-54·0 100 s Arnnonium Persulfate (Arnnonium IR, OX1, WR1 .0428 Lbs .0192 Peroxy Disulfate) 172. 7632·00·0 97 s Sodium Nitrite CR, OHH, .7158 Lbs .2753 OX1, TX, UR1 173 7761-88-8 100 s SH ver Nitrate CR, OX1, TX .0428 Lbs .0164 --------------------------- TOTAL· Oxidizers 1ISOLIDS .8014 Lbs .3109 AGGREGATE TOTAL· Oxidizers 1ISOLIDS 1.2367 Lbs LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time·· not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area·· no other hazardous materials. Units UO* -----========= Lbs .oon Lbs .1101 Lbs .0066 ---------------- Lbs .1244 Hazardous Materials & Occupancy Classification Analysis· Eriksen-Rattan Associates Inc. SECTION III: PAGE 23 Units Cabs >15Psi Loe ===== ----====== ------ Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs ., , .. .. .. .. .. ........ .. , .... .. 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Oxidizers 2jSOLIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* Units ===== ============ ====== ===== =================================== -------------========= -----========= ===== ------------- 174 7447-41-8 100 s Lithium Chloride [Lithium Chlorate] IR, OHH, .1431 Lbs .OSSO Lbs TOTAL -Oxidizers 2jSOLIDS AGGREGATE TOTAL -Oxidizers 2ISOLIDS LOCATION KEY: LABS=1st Floor Labs OX2, SN .1431 Lbs .OSSO Lbs .2201 Lbs *Storage+ Use Closed+ Use Open= Maxil11llll amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title 111 materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous mat~rials. .. .. .. , .... SECTION Ill: PAGE 24 UO* Units Cabs >1SPsi Loe ========= ===== ----====== ====== .0220 Lbs N N LABS .0220 Lbs Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. -.. -.. .. --1--11!11 .. .. ,_ 4/09/92 ISIS PHARMACEUTICALS· 2292 Faraday Avenue, Carlsbad 92008: SensitizerslLIQUIDS Item# ===== 175 Cas# Cone% State Name ============ ====== ===== =================================== 123-51-3 100 L Isoamyl Alcohol [Methyl-1-Butanol (3·)] [Isopentyl Alcohol] TOTAL· SensitizerslLIQUIDS AGGREGATE TOTAL -SensitizerslLIQUIDS LOCATION KEY: LABS=1st Floor Labs HazClass Stge* Units ============= ========= ----- CL2, IR, SN .0858 Glns .0858 Glns • 1320 Glns .. .. UC* Units ----------------------- .0330 Glns .0330 Glns *Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. .. ... -.. .. SECTION III: PAGE 25 UO* Units Cabs >15Psi Loe ---------===== ----------====== --------- .0132 Glns N N LABS .0132 Glns Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. .. .. .. .... .. ..... .... .. .. .. .. .. .. .. .. .. 4/09/92 ISIS PHARMACEUTICALS· 2292 Faraday Avenue, Carlsbad 92008: SensitizerslSOLIDS SECTION Ill: PAGE 26 Item# Cas# Cone% State Name HazClass Stge* Units UC* Units ===== ============ ====== ===== =================================== ============= ---------===== ========= ===== --------- 176 122·39·4 100 s Diphenylamine IR, OHH, SN .0357 Lbs .0137 Lbs 177 7447·41·8 100 s Lithium Chloride [Lithiun Chlorate] IR, OHH, .1431 Lbs .0550 Lbs OX2, SN TOTAL· Sensitizers!SOLIDS AGGREGATE TOTAL· Sensitizers!SOLIDS .1788 Lbs .0687 Lbs .2750 Lbs LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximun amount in storage at any time·· not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area·· no other hazardous materials. UO* Units ========= ----- .0055 Lbs .0220 Lbs .0275 Lbs Hazardous Materials & Occupancy Classification Analysis· Eriksen-Rattan Associates Inc. Cabs >15Psi Loe ---------------- N N LABS N N LABS -... -..... .. ......... ..... 1111 .... -.. .. .. 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Sara Title IIIILIQUIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* -----·=========== ====== ===== =================================== ============= ========= ----------------------- 178 108-95-2* 50 L Phenol [in Solution] CL3A, IR, .0858 Glns .0330 OHH, TX, ST3 179 50-00-0 80 L Formaldehyde Solution [Formalin] CA, CL2, IR, .0858 Glns .0330 TX, ST3 180 50-00-0 80 L Formaldehyde Solution [Formalin] CA, CL2, IR, .0859 Glns .0330 TX, ST3 181 67-66-3 100 L Chloroform CA, IR, OHH, .3433 Glns .1320 TX, ST3 --------------------------- TOTAL -Sara Title IIIILIQUIDS .6008 Glns .2310 AGGREGATE TOTAL -Sara Title IIIILIQUIDS .9242 Glns LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximum amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----========= Glns .0132 Glns .0132 Glns .0132 Glns .0528 ---------------- Glns .0924 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates inc. SECTION III: PAGE 27 Units Cabs >15Psi Loe ---------====== ====== Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns --.... .. -...... .. .. .. .. ---.. -.. 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Sara Title 11I ISOLIDS Item# Cas# Cone¾ State Name HazClass Stge* Units UC* -----============ ====== -----=================================== ============= ========= ===== ========= 182 26628-22-8 100 s Sodiun Azide HT, IR, OHH, .0357 Lbs .0137 UR3N, WR2, ST3 183 79-06-1 100 s Acrylamide CA, IR, OHH, 7.1825 Lbs 2.7625 TX, UR1, ST3 --------------------------- TOTAL -Sara Title IIIISOLIDS 7.2182 Lbs 2.7762 AGGREGATE TOTAL -Sara Title IIIISOLIDS 11.1049 Lbs LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximum amount in storage at any time --not all materials are in use at same time. ST3 = Sara 'title Ill materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----========= Lbs .0055 Lbs 1.1050 ---------------- Lbs 1. 1105 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION Ill: PAGE 28 Units Cabs >15Psi Loe ---------====== ------ Lbs N N LABS Lbs N N LABS Lbs .. -.. -.. .. .. -.. -Ill -.. .. , .. --.. .. - 4/09/92 ISIS PHARMACEUTICALS• 2292 Faraday Avenue, Carlsbad 92008: Toxics!LIQUIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* -----------------====== ===== =================================== ---------------------------========= ---------------------------------- 184 107-92-6 100 L Butyric Acid Cn·) CL3A, TX, CR .0007 Glns .0003 185 108-95-2* 50 L Phenol [in Solution] CL3A, IR, .0858 Glns .0330 OHH, TX, ST3 186 50-00-0 80 L Formaldehyde Solution [Formalin] CA, CL2, IR, .0858 Glns .0330 TX, ST3 187 50-,00-0 80 L Formaldehyde Solution [Formalin] CA, CL2, IR, .0859 Glns .0330 TX, ST3 188 67-66-3 100 L Chloroform CA, IR, OHH, .3433 Glns .1320 TX, ST3 --------------------------- TOTAL -Toxics I LIQUIDS .6015 Glns .2313 AGGREGATE TOTAL -Toxics I LIQUIDS .9253 Glns LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title Ill materials and/or mixtures containng Sara Title Ill materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* ----------------------- Glns .0001 Glns .0132 Glns .0132 Glns .0132 Glns .0528 ---------------- Glns .0925 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION Ill: PAGE 29 Units Cabs >15Psi Loe ===== ----====== ====== Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns N N LABS Glns -.. 1111 .. .. .. 1111 .. -11111 ----.. .. ----.. 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: ToxicsjSOLIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* -----------------====== ===== =================================== ============= ========= ===== ------------------------------ 189 1310-58-3 100 s Potassiun Hydroxide WR2, CR, 1.4365 Lbs .5525 OHH, TX 190 1310-73-2 100 s Sodium Hydroxide [Caustic Soda] CR, TX, WR1 4.3095 Lbs 1.6575 [Basel 191 50-01-1 100 s Guanidine Monohydrochloride IR, OHH, TX .7158 Lbs .5525 [Guanidine Hydrochloride] 192 548-62-9 100 s Methyl Violet (Crystal Violet) IR, OHH, TX .0357 Lbs .0137 (Gentian Violet) 193 548-62-9 100 s Methyl Violet (Crystal Violet) IR, OHH, TX .0358 Lbs .0137 (Gentian Violet) 194 7632-00-0 97 s Sodiun Nitrite CR, OHH, .7158 Lbs .2753 OX1, TX, UR1 195 7646-85-7 100 s Zinc Chloride CR, TX .1431 Lbs .0550 196 7681-49-4 100 s Sodiun Fluoride CR, IR, OHH, .1431 Lbs .0550 TX 197 7758-98-7 100 s Cupric Sulfate [Copper(II) Sulfate] IR, OHH, TX .7158 Lbs .2753 198 7761-88-8 100 s Silver Nitrate CR, OX1, TX .0428 Lbs .0164 199 7783-90-6 100 s Silver Chloride IR, TX 4.3095 Lbs 1.6575 200 , 79-06-1 100 s Acrylamide CA, IR, OHH, 7.1825 Lbs 2.7625 TX, UR1, ST3 201 9003-39-8 100 s Polyvinylpyrrolidone [PVP] CA, IR, TX .7158 Lbs .2753 --------------------------- TOTAL -ToxicsjSOLIDS 20.5017 Lbs 8.1622 AGGREGATE TOTAL -Toxics!SOLIDS 31.9288 Lbs LOC~TION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maxirrun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----========= Lbs .2210 Lbs .6630 Lbs .2210 Lbs .0055 Lbs .0055 Lbs .1101 Lbs .0220 Lbs .0220 Lbs .1101 Lbs .0066 Lbs .6630 Lbs 1.1050 Lbs .1101 ---------------- Lbs 3.2649 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION III: PAGE 30 Units Cabs >15Psi Loe ===== ----====== ====== Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs --.. -.. --·---.. --.. - 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Unstable Reactives 1ILIQUIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* Units -----------------====== ===== =================================== ============= --------------========= -------------------------- 202 75-05-8 100 L Acetonitrile FL 1B, IR, 1.3734 Glns .5280 Glns OHH, UR1, YR1 TOTAL -Unstable Reactives 1ILIQUIDS AGGREGATE TOTAL -Unstable Reactives 1ILIQUIDS 1.3734 Glns .5280 Glns 2.1126 Glns LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title Ill materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. ----.. SECTION III: PAGE 31 UO* Units Cabs >15Psi Loe ========= ===== ----------====== .2112 Glns N N LABS .2112 Glns Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. -... 1111 11111 ..... -.. ----11111 ---... -.. 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Unstable Reactives 1ISOLIDS Item# Cas# Coe% State Name HazClass Stge* Units UC* -----============ ------===== =================================== -------------========= -----========= ------------- 203 7632-00-0 97 s Sodiun Nitrite CR, OHH, .7158 Lbs .2753 OX1, TX, UR1 204 79-06-1 100 s Acrylamide CA, IR, OHH, 7.1825 Lbs 2.7625 TX, UR1, ST3 --------------------------- TOTAL -Unstable Reactives 1ISOLIDS 7.8983 Lbs 3.0378 AGGREGATE TOTAL -Unstable Reactives 1jSOLIDS 12.1512 Lbs LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximum amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----========= Lbs .1101 Lbs 1.1050 ---------------- Lbs 1.2151 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION III: PAGE 32 Units Cabs >15Psi Loe ===== ==== ------====== Lbs N N LABS Lbs N N LABS Lbs -.. 1111 ----.. -------- 4/09/92 ISIS PHARMACEUTICALS· 2292 Faraday Avenue, Carlsbad 92008: Unstable Reactives 3-NondetonatablelSOLIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* -----============ ====== ===== =================================== ============= ========= ===== ========= 205 26628-22-8 100 s Sodillll Azide HT, IR, OHH,· .0357 Lbs .0137 UR3N, WR2, ST3 --------------------------- TOTAL -Unstable Reactives 3-NondetonatablelSOLIDS .0357 Lbs .0137 AGGREGATE TOTAL· Unstable Reactives 3-NondetonatablelSOLIDS .0549 Lbs LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title Ill mater.ials and/or mixtures containng Sara Title Ill materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----========= Lbs .0055 ---------------- Lbs .0055 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. --.. SECTION Ill: PAGE 33 Units Cabs >15Psi Loe ---------------====== Lbs N N LABS Lbs -------1111 ---- 4/09/92 ISIS PHARMACEUTICALS· 2292 Faraday Avenue, Carlsbad 92008: Water Reactives 1jLIQUIOS Item# Cas# Cone% State Name ===== 206 ============ ===== =================================== 75-05-8 100 L Acetonitrile TOTAL -Water Reactives 1jLIQUIOS AGGREGATE TOTAL· Water Reactives 1jLIQUIOS LOCATION KEY: LABS=1st Floor Labs HazClass Stge* Units ============= ========= ===== FL1B, IR, 1.3734 Glns OHH, UR1, WR1 1.3734 Glns 2.1126 Glns -- UC* Units ========= ===== .5280 Glns .5280 Glns *Storage+ Use Closed+ Use Open= Maximun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title III materials and/or mixtures containng Sara Title III materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. ----.. SECTION Ill: PAGE 34 UO* Units Cabs >15Psi Loe ========= ---------====== ====== .2112 Glns N N LABS .2112 Glns Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. -------.. -------- 4/09/92 ISIS PHARMACEUTICALS· 22~2 Faraday Avenue, Carlsbad 92008: Water Reactives 1ISOLIDS Item# Cas# Cone¾ State Name HazClass Stge* Units UC* ===== -----------------------=================================== ============= ========= ===== ========= ------------ 207 1310-73-2 100 s Sodi1.111 Hydroxide [Caustic Soda] CR, TX, WR1 4.3095 Lbs 1.6575 [Base] 208 7272-54-0 100 s Anmoni1.111 Persulfate (Anmoni1.111 IR, OX1, WR1 .0428 Lbs .0192 Peroxy Disulfate) 209 7487-88-9 100 s Magnesi1.111 Sulfate WR1, IR, OHH .7158 Lbs .2753 --------------------------- TOTAL· Water Reactives 1jSOLIDS 5.0681 Lbs 1.9520 AGGREGATE TOTAL· Water Reactives 1ISOLIDS 7.8009 Lbs LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maximum amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title Ill materials and/or mixtures containng Sara Title Ill materials. NOTE: _Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* ===== ========= Lbs .6630 Lbs .0077 Lbs .1101 ---------------- Lbs .7808 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. --- SECTION III: PAGE 35 Units Cabs >15Psi Loe ===== ----====== ====== Lbs N N LABS Lbs N N LABS Lbs N N LABS Lbs ------------------- 4/09/92 ISIS PHARMACEUTICALS -2292 Faraday Avenue, Carlsbad 92008: Water Reactives 2ISOLIDS Item# Cas# Cone% State Name HazClass Stge* Units UC* -----============ ====== ===== =================================== ============= ========= ===== ========= 210 1310-58-3 100 s Potassi1.111 Hydroxide WR2, CR, 1.4365 Lbs .5525 OHH, TX 211 26628-22-8 100 s Sodiun Azide HT, IR, OHH, .0357 Lbs .0137 UR3N, WR2, ST3 --------------------------- TOTAL -Water Reactives 2ISOLIDS 1.4722 Lbs .5662 AGGREGATE TOTAL -Water Reactives 2ISOLIDS 2.2649 Lbs LOCATION KEY: LABS=1st Floor Labs *Storage+ Use Closed+ Use Open= Maxinun amount in storage at any time --not all materials are in use at same time. ST3 = Sara Title Ill materials and/or mixtures containng Sara Title Ill materials. NOTE: Fully sprinklered building. Entire building= 1 control area --no other hazardous materials. Units UO* -----========= Lbs .2210 Lbs .0055 ---------------- Lbs .2265 Hazardous Materials & Occupancy Classification Analysis -Eriksen-Rattan Associates Inc. SECTION Ill: PAGE 36 Units Cabs >15Psi Loe ===== ==== ------------ Lbs N N LABS Lbs N N LABS Lbs -------------------- ISIS PHARMACEUTICALS 2292 Faraday Avenue Carlsbad, California 92008 HAZARDClJS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS APPENDIX 9 April 1992 Prepared by ERIKSEN-RATTAN ASSOCIATES INC. 8989 Rio San Diego Drive -Suite 200 San Diego, CA 92108 Telephone (619)299-6444 FAX (619)299-1229 ------CA= CARCINOGEN CO= COMBUSTIBLE DUST CL2 = CLASS II COMBUSTIBLE LIQUID CL3A = CLASS III-A COMBUSTIBLE LIQUID CL3B = CLASS 111-B COMBSUTlBLE LIQUID CR= CORROSIVE CRY= CRYOGENIC EX= EXPLOSIVE FL1A = CLASS I-A FLAMMABLE LIQUID FL1B .= CLASS 1-B FLAMMABLE LIQUID FL1C = CLASS 1-C FLAMMABLE LIQUID FS = FLAMMABLE SOLID FGG = FLAMMABLE GAS GASEOOS FGL = FLAMMABLE GAS LIQUEFIED HT= HIGHLY TOXIC IR = IRRITANT NH= NONHAZARDOOS OHH = OTHER HEALTH HAZARD OP1 = CLASS I ORGANIC PEROXIDE OP2 = CLASS II ORGANIC PEROXIDE OP3 = CLASS Ill ORGANIC PEROXIDE OP4 = CLASS IV ORGANIC PEROXIDE OPS= CLASS V ORGANIC PEROXIDE OXG = OXIDIZER GAS GASEOUS OXL = OXIDIZER GAS LIQUEFIED OX4 = CLASS 4 OXIDIZER OX3 = CLASS 3 OXIDIZER OX2 = CLASS 2 OXIDIZER OX1 = CLASS 1 OXIDIZER --------PY= PYROPHORIC RAD = RADIOACTIVE SN = SENSITIZER TX= TOXIC UR4 = CLASS 4 UNSTABLE REACTIVE UR3D = CLASS 3-DETONATABLE UNSTABLE REACTIVE UR3N = CLASS 3-NONDETONATABLE UNSTABLE REACTIVE UR2 = CLASS 2 UNSTABLE REACTIVE UR1 = CLASS 1 UNSTABLE REACTIVE WR3 = CLASS 3 WATER REACTIVE WR2 = CLASS 2 WATER REACTIVE WR1 = CLASS 1 WATER REACTIVE OTHER ABBREVIATIONS --- CAS #=CHEMICAL ABSTRACT SERVICE, MERCK, ALDRICH, SIGMA, ETC. AS APPLICABLE CONC % = CONCENTRATION -PERCENTAGE STATE= PHYSICAL STATE OF THE MATERIAL C = CRYOGENIC G = GAS L = LIQUID S = SOLID NAME= CHEMICAL NAME OR TRADE NAME HAZ CLASS= HAZARD CLASSIFICATION STGE = STORAGE UC= CLOSED SYSTEM USE OC = OPEN SYSTEM USE UNITS= QUANTITY Glns = GALLONS Lbs = POUNDS Cf = CUBIC FEET Mee = Microcuries MLC = Millicuries cu= Curies CABS= APPROVED STORAGE OR GAS CABINETS/ENCLOSURES >15PSI = USE GREATER THAN 15 PSI CA= CONTROL/BUILDING AREA/ROOM ST3 = SARA TITLE Ill MATERIALS OR MATERIALS CONTAINING SARA TITLE III MATERIALS A1 -- 1 /llrl,tfS,FP> /L-P 7)1q)q2-~ !P©~©IFS ©©li(l''Jl'ill©l1 ITllIT(';l'Jl'!filr©'ll' µ-_;> ~ ~ 1 HAZARDOUS MATERIALS QUESTIONNAIRE-=---- Business Name Mailing Address :J.:J..86 1='A--MbAY Av E. Address 'E>ITI';:. Contact Person City State CA~ L .. :5 :e>A--C CA State Telephone StfvEMAK~ hlC( Z4:> Plan File# Cflooe Z4:> CA-C,20 PART I· Indicate, by circling the item, whether your business will use, process, or store any of the following hazardous materials. If y t it s rY E D · checked off, applicant must contact the Fire Department-Hazardous Materials Management Division, 525 8 Street, Suite 705, San Diego, CA 92101. Telephone (619) 533-4400 prior to plan submittal. . . MAR 2 3 1992 5. Organic Peroxides 10. Cryogenics 1. Explosive or Blasting Agents 6. Oxidizers 11. Highly Toxic or Toxic Materials 7. Pyrophorics 12. Radio8:ctives INTER-AR(;H 8. Unstable (Reactive) Materials 13. Corrosives 2. Compressed Gases 3. Flammable or Combustible Liquids 4. Flammable Solids 9. Water-Reactives 14. Other Health Hazards PART 11; COUNTY OF SAN DIEGO HEALTH DEPARTMENT • HAZARDOUS MATERIALS MANAGEMENT PIYISION; CONTINGENCY PLAN REVIEW If the answer to any of the questions is yes, applicant must contact lhc Cuunfy of Sa1; Di.,gc Haza.·dou;; M:lt:,:i:::l:: ManageMent Division. 1255 lm~riaJ Avenue, 3rd floor, San Diego, CA 92138. Telephone (619) 338-2222 prior to the l~suance of a building permit. 'JS ·-") -i Ofl- raNO . (FEE MAY BE REQUIRED)/ "'1U 1. D Is your business type listed on the reverse side of this form? 2. D Will your business dispose of Hazardous Substances or Medical Wastes in any amount? 3. D Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, or 200 cubic feet · ,.-.,( of compressed gas? 4. D LJLJ Will your business use an existing or install an underground storage.tank? .,vo ,A,t:7.S;<V'.11'7 5. @ D Will your business store, use, or handle carcinogens, reproductive toxins, or Acutely Hazardous Materials? 6. D @ Will your business be located within 1,000 feet from the outer boundary of a school and handle Acutely Hazardous Materials? PART 111; 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 ChesaiWake Dri~e, San Diego, CA 92123. 111101 .. Telephone (619) 694-3307 prior to the Issuance of a bulldlng permit. 1..1~)-ltJ::. J ug-108-1-4 YES m L.,.55 CSHROJ. ,.$_..,·;.., 1. CJ Will the intended occupant install or use any of the equipment listed on the Listing of Air Pollution;~a;ryro,PP.!striJ:::!•'?~@t Categories, $120. 00 on the reverse side of this form? c p:::-· ·'"".:ij.,. -i:tt: 1. ·::::·n oc~ 2. 0 0 (ANSWER ONLY IF THE ANSWER TO QUESTION 1 IS YES.) Will the subject facility be located witliin"r,800 feet of the outetbouriaary· •= -• 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 School Directory, compiled in accordance with provisions of Education Code Section 33190? Briefly describe nature of the intended business activity: Bi;:.N~A-1.-4-.A-bMII\I ,~~TIVI: !),t9-<XJ ~ • .=. OF ~¢..h c..Mo~-,e.,~ .foett .P-H~MAC1::UTlGA-L. -i:,FFIC-e:S WIT+t ~f>~t>~ -Pl Name of Owner Authorized Agent: <J<OG.g-y.:;L S. +lOW Signature of Owner o Authorized Agent: I declare under penalty o true and correct. at to the best of my knowledge and belief the responses made herein are Date: J7/ ~/q2. • DO NOT WRITE BELOW THIS LINE t • FIRE DEPARTMENT O9CUPANCY CLASSIFICATION:. ___________________________ _ BY:. ____________________________________ Date: _________ _ EXEMPT FROM PERMIT REQUlREMENTS APPROVED FOR OCCUPANCY COUNTY HMMD APCD COUNTY HMMD APCD APCD (10-90)