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Home My WebLink About1969 PALOMAR OAKS WAY; ; CB930512; Permit-.i'W 'V \,, ' W • 'W -. ., . . . - • " . I 4 '- .. '- ,,•, • . - I e;_4•"• , ' B UILD I N G PE R, MI. Permit No. CB930512 09/10/93 13 07 Projet No A9300756 Page 1 of 1 DevelopientNo Job Address 1969 PALOMAR OAKS WY , Su-Pte:,. Permit Type INDUSTRIAL TENANT IMPROVEMENT 3842 09/lcr/Q3 000i c'.i no Parcel No: 213-092-20--00'.":., ,Lot#:.. LPRMT 1670 O6 r. ,. ,- • Valuation: 253,400".. • . ,, ... . Construction .-Type: VN - C— Occupancy Group - Reference# Status, ISSUED Description 7240 SF TI B-2,H-3,H-b,H-7 Applied O!/26/93 - : 1000 SF -NEW OFFICE ••' Apr/Issue: 99/10/93 I . . - . . . •-' . . :. . -Ente - red By: MDP. Appl/Ownr PRIDEN, BILL 619 231-0751 - 701 B STREET -SAN DIEGOCA. 92 : • Fees: 21' '- Adjustments:- ' (\,00 j,'t: .00 Total Fees: '.' al P :, .. - 600.00 I - . Ba-lan e e: . .1,6.70.00 • . Fedèscrpt.on FF -- 'Da ta'E! ------ 4 Building Permit (7 ç' Cw ,7 J) ri 11'79 00 PlanChéck. -\:;::1 ,Nh;'%%..:._/ ;LI!4; '-' 6600 .: Strong MotiOn Fee- . . ' J'J• . •- 53.0.0 .*,B1J1LD1NGT0TAL • . '• ,•1J_*/._ . . - 1998.00 • Eriter, Y' for -Plum ing Iss 'e . .. . zo.'oo .. Each Plumbing .Fixtu e or Tr p)/ ,. . 6' .7.0 .-42.00,' Each Install/Repair ateiz,_I\i eLI CO RATED 1 7 0 700 Each Water Heater an •or(4t ,•-- > 1g5•' I \bTh7. 0'" 7.00' Gas Piping System 7 00 7"00 , PLUMBING TOTAL - DI? . E3.-00 Enter Y' for Electric Is 'e 100 iiy 400 25 lOOl 00. Remodel/Alter Per AMP * ELECTRICAL TOTAL 110 00' Enter Y for Mechanical Issue Fee> 15 00 Y Iñstall'Furn/Ducts. •. ••' • >, - .3 ,-' 9.00 - 27. 00 ' Each HodYFireplace - > • . .. - 4 •:- 6. 50 . 25, 6,o,', Other > 11.00 ti 00 AIR HANDLE *t4ECHAWICAL TOTAL '. .' . .• • . •: - • •79.'OO 4 . _ •' - - - • 4 - . • • 4 - •• .. ••.' ,•• • - - --•. City of Carlsbad INDUSTRIALTENANT IMPROV Permit No: CB930512 Job Address: 1969 PALOMAR OAKSWY Status: FINAL Permit Type: ITI Applied: 05/26/1993 Parcel No: 2130922000 Lot #: Approved: 09/1071993 Reference No: Issued: 09/10/1993 PC #: . Inspect Area: Project Title: 7240 SF TI B-2,1-1-3,1-1-6,H-71'000 SF NEW OFFICE Applicant: Owner: PRIDGEN, BILL AIR PRODUCTS&CFIEMCALS INC 701BSTREET SAN DIEGO, CA. - 619 231-0751 100130104993 IStrong Motion Fee jJ 53.00 f00136104221 Building Perñiit $1,179 00 00136104222 PLUMBING TOTAL II $83.00 36104223 I*ELECTRICALTOTAL 1 $11000 100136104224 1 MECHANICAL TOTAL IF $79.00 I S 100136104885 Plan Check $766 00 '-S - 5• 5 S • • S - . Fees: I $2,270.00 I Additional Fees: • $0.00 Total Fees: I $2,270.00 - Balance: I - $0.00 I .- L4~ 10 I PLAN CHECK NO 7 — - City of Carlsbad Building Department ' 2075 Las Palmas Dr., Carlsbad, CA 92009(619)438-1161 EST.,VAL L>I PLAN CK DEPOSiT C 00' VALID. BY - r-Q 1. wtMrr IYPE DATE " S A - D Commercial U New Building . U Tenant Improvement B -0 Industrial 0 New Building 0 Tenant Improvement ' C - 0 Residential 0 Aphrtment 0 Condo '[3 Single Family Dwelling 0 Addition/Alteration * 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 2507 05/26/93 0001 01 02 13 Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other 'C-PRMT 600.00 2. PROJECT INFORMATION . FOR OFFICE USE ONLY Address ,9 q rAvc14krOA (4Jilding or Suite No. Nearest Cross Street .. . LEGAL DESCRIPTION Lot tio. Subdivision Name/Numbe - Unit Np. Phase No. - —' fO A)". ( ASSESSOR'S PARCEL ' EXISTING USE PROPOSED USE DESCRIPTION OF WORK . . SQ. FF. ? -'(Q - # OF STORIES .. 3. WN1A(1PsoNUrwuerentIrom applicant) NAME ADDRESS iol tfl7•• MA1v/ciN/M ArI4iWP, CITY STATE ZIP ZIP CODE DAY TELEPHONE - 4. APPLICANT U CONTRACTOR •LJAGENT FOR CONIHACIUR LIOWNER Li ALIEN! FOR OWNER NAME ADDRESS 54-st- 44 . V CITY STATE ZIP CODE DAY TELEPHONE ADDRESS.1'I1 C_fr 2- - ,• CITYLA4WA MiUATE (A ZIP CODE'32.d77 DAY TELEPHONE 6. NAME ADDRESS R .. . CITY .JV'S) 74 STATE ZIP CODE 17-li I DAY TELEPHONE' b- z 2 STATE LIC. # LICENSE CLASS B - CITY BUSINESS UC. #' ZZZ (3 DESIGNER NAME - ADDRESS CITY STATE . ZIP CODE - DAY TELEPHONE STATE LIC. # 7. WORKERS WMPENSATION * Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director 01 Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lob. C). INSURANCE COMPANY Fi- LJjJ) POLICY NO. rsobn3PxpIRATIoN DATE G / Certificate 01 Exemption: I certify that in the performance 01 the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE S. OWNER-BUILDER DECLARATION - Owner-Builder Declaration: I hereby attirm that I am exempt from the Contractor's License Law for the following reason: o .1, 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.). . . . 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Businesi and Profession Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). .0 , I am exempt under Section Business and Professions Code for this reason: . (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 theiefrom, 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 [$5001). - SIGNATURE - - - . DATE - COMPLETE THIS SECI1ON FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: - Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and - - prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? - - DYES 0-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 ONO - Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? - - DYES ONO . .- . - IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT - HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION (DN11(OL DISTRICT. 9. WNSITRUCflON LENDING AGENCY - I hereby attn-rn that there is a construction lending agency for the performance 01 the work for which this permit is issued (Sec 3097(i) Civil Code).. - LENDER'S NAME - LENDER'S -ADDRESS - 10. APPLICANT CERTIFICATION - - - - I certify that I have read the application and state that the above inbormation is correct. I agree to comply with all City ordinances 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 ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARISBAI) AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF 11-US PERMIT. . * OSHA An OSHA permit is required for excavations ovr 5'O" deep and demolition or cOnsrructionof structures over 3 stoiies in height. - 'Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and became null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by - such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Unifo Buildin Code). - DATE:______ - - WHITE: File YELLOW: Applicant PINK: Finance --- - . - - - - - - - - S • CITY OF CARLSBAD. INSPECTION- REQUEST PERNIT# CB930512 . FOR 03/14/94 INSPECTOR AREA.TP DESCRI'PTION:.7240 SF.TI B-2,H-3',H-6,H-7 PLANCK# CB930512 1000 SF NEW ;OFFICE 0CC GRP TYPE: ITI CONSTR. TYPE VN JOB ADDRESS: 1969 PALOMAR OAKS WY STE: LOT: APPLICANT: PRIDGEN, BILL PHONE: 619 231-0751 CONTRACTOR: -.. - -- PHONE: OWNER: - . . -- PHONE: . REMARKS: BN/STEVE/929-6236 INSPECTOR . SPECIAL INSTRUCT: . TOTAL TIME: --RELATED PERMITS-- PERMIT#, TYPE STATUS CB880540 ELEC- EXPIRED .: SE900045 SWOW ; ISSUED WDP02006 WDP ISSUED C920870 MECH - EXPIRED . AS930060, ASC ' ISSUED FA930023 FALARM ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST final Structural 29 PL Final -Plumbing . 0 39. EL Final Electrical 49 ME Final Mechanical . . INSPECTION-HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS.. 030394 Rough/Ducts/Dampers.' AP TP SCRUBBER TIE-IN APPROVAL 022894 Gas/Test/Repairs . AP TP. 2 MED PSI EXTENTIONS 022494 Frame/Steel/Bolting/Welding AP TP RN #329,141 CEILING 022494 Rough Electric . AP TP RN #329,141 CEILING 022494 Rough/Ducts/Dampers-, AP TP RN #329,141 CEILING 022394 Frame/Steel/Bolting/Welding PA TP T-BAR 022394 .Frame/Steel/Bolting/Welding PA TP T-BAR RN #329,141 022394 .Rough Electric . . PA TP CEILING RN #329,141 022394 Rough/Ducts/Dampers , PA TP - CEILING RN #329,141 020794 Interior Lath/Drywall AP -. TP CEILRM #130/2 HR WALL FILL 020494 Frame/Steel/Bolting/Welding -AR. TP ' 'HARD LID @ RN #130 020494 Gas/Test/Repáirs 0 NR TP 020494 . Rough Electric - _-AR .TP. - EQPT YARD . 011994 -Frame/Steel/Bolting/Welding- P1 TP CONF MEETING 121693 Rough Electric . P1 TP -' ROOF & EQUIPT YARD 121693- Gas/Test/Repairs . CO TP 'HIGH PSI LINE,. ND TEST . 121493 Rough/Ducts/Dampers AP TP . N/INCL RN #131,140 . 0 12139 Rough/Ducts/Dampers ' -CO PK - IN PLAN CHECK STILL .120993. Rough/Ducts/Dampers . NS PK -RES 112393 Rough/Ducts/Dampers . . - P1 TP - * MECH DUCT SYSTEM WALK THRU, 111593 Interior Lath/Drywall AP TP DUP/RN 130,141 4_ CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB930512 FOR 03/14/94 . .. ' INSPECTOR AREA TP DESCRIPTION: 7240 SF Ti B-2,H-3,H-6,H-7 . PLANCK# C9930512 1000 SF NEW OFFICE . 0CC GRP TYPE:. ITI ' . . ' . CONSTR.-TYPE YN JOB ADDRESS: 1969 PALOMAR OAKS WY STE: LOT: INSPECTION HISTORY'*****.... DATE DESCRIPTION ACT. INSP. . COMMENTS 111093 Final Combo P1 TP OK TO EQUIP/NOT TO OCCUPY 111093 Frame/Steel/Bolting/Welding AP TP . . .-WALLS/RN 130 111093 : Rough Electric . . AP TP' . WALLS/RN 130 1.11093 Interior Lath/Drywall AP TP . ROOM '#130 &.141 111093' Rough/Ducts/Dampers P1 TP . PLATFORM (MECH) .@ ROOF 110893 Rough. Combo . NR PY . CONTRACTOR IN MEETING 102993 Ftg/Fbundation/Piers AP TP SLAB CUT PREP RN 130,141 102893 Underground/Under , Floor AP TP ACID WASTE RN 130,141 102893 Underground/Conduit-Wiring .AP TP 'RN 130,141 102893. Ftg/Foundation/Piers. . AP TP . SLAB PREP RN 130,141 .102593 Interior Lath/Drywall.. AP TP COOR 148,RN 144,143,FUT RN 102193 Interior Lath/Drywall AP TP RN #325 -102093 Rough/Topout .. . . AP TP - C U & FUSE SEAL W/IN WALL 101993 Interior Lath/Drywall AP . TP . ON SIDE INT FACE RN #325 101993 . Frame/Steel/Bolting/Welding ,.AP TP INT FACE RN #325 .101993 Ftg/Foundation/Piers . AP- TP . GEN & EQPT PRO (SLAB) 101893 Ftg/Foundation/Piers NR TP ' 101893 Interior Lath/Drywall AP TP CORD RN 143,144 AREA 101493 Ftg/Foundation/Piers AP. TP . SLAB 77 CONTAIN PIT RN #' 101493 Underground/Under Floor' .AP TP FUSE. SEAL FOR FLR DRNS/VENTS 101393. Fraiue/Steel/Bolting/Weldiflg' AP TP RN 143,144,CORD #158 101393 Rough Electric , AP TP RN 145,144 100893 Ftg/Foundation/Piers : AP PD NOTED ON CARD 100793 Footing. .. NR TP, 2ND LIFT EQUIP PAD WALLS 100793 Grout . . . , AP TP 100.693 Frame/Steel/Bolting/Welding. PA PK .. - 134,149.,14,6,147 PARTIAL 100693 Rough/Ducts/Dampers PA PK 100693 Grout .. . - .. AP PK '1ST LIFT 093093 Grout . ' AP TP GEN,WELL RN 505. 09.27-93 Steel/Bond Beam ' ' ' PA TP STEEL WALL 1/AB PND ENG LTR' .092293 Ftg/Foundation/Piers AP TP,. .EQPT, PAD,UTILPAD,RN 505 FTNS 092293 Interior Lath/Drywall AP TP WALLS COM IN B-N 091793 . Frame/Steel/Bolting/Welding , AP. 'TP. . ' WALLS COM LN B-N ' 091793 Rough Electric . . x AP TP , WALLS'COM LN B-N ' FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M PJ3N cHEcaouz PERMIT#: CB93'0512 PROJECT NAME: 7240 SF TI 9-2,H-3,H-6,H-7 1000 SF NEW OFFICE NO i WATER DATE: 11/10/93 PERMIT TYPE: ITI ADDRESS: 1969 PALOMAR OAKS WY CONTACT' PERSON/PHONE#: 'RS/BOB/929-6236 SEWER DIST: CA WATER DIST:. CA INSPECT Ci P DATE' BY: . INSPECTED: APPROVED g DISAPPROVED - INSPECTED DATE BY: , - INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE ' BY: ' INSPECTED: APPROVED DISAPPROVED ------------ COMMENTS: — MONTANA SPECIAL INSPECTOR'S Testing & Geotechnical, Inc. REPORT 2992 La Palma, Suite A • Anaheim, CA 92806 Tel: (714) 632-2999 • Fax: (714) 632-2974 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL I INSPECTOR OF 0 REINFORCED CONCRETE 0 POST-TENSIONED CONCRETE C REINFORCED MASONRY I 0 STRUCT. STEEL -SITE C STRUCT. STEEL -SHOP I w' F/pe/1iiz ARCHITECI FOR WEEK ENDING I PRJ NO ENGINBR RBPORT NO. ) INSPECTOR I€6e /JJ172 PG 1 OF 1 CONTRACTOR i21 e 5%-oLif PLAN FILE NO. I c 3,ô/ I BLDG. PERMIT Pceg ok SNTRA7 e Ian,) , i PR9ECNAME ___________________ LAB RECEIVING SAMPLES /2I?-? 7'?24 PROJECT ADDRE, ) cQ ,-2' REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (flaJ' gridlines etc.), identify all joints when inspecting welds and hefts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or Shop drawings. INSP. DATE f-zHg //er/(2e( 1Y1i1cIli1 crni &4L.(2L2 /)1a7Ler/4/ 2S f—I %cp,-t' tL /14 /7 C (2),L -pgiz,V, C- /21 a / /- ____f)P)C-e chn' I d -i440 C) /t/)1V4'7 r z-e,e (5k) Ly J 1/ 670 (/)LfxV. ) &7 VX' '57 4e /, 4-i I q ye 2a'e, L/ Q,7d )41 INITIAL Except as noted above, all work conforms to the approved plans and specifications and applicable codes 0rTX7V - /1-199—V iBo ' 393ä Signature of Special Inspector Date of Report Certification Number /1 MONTANA Testing & Geotechnical, Inc '\ 2992 La Palma Suite A Anaheim CA 92806 Tel (714) 632-2999 Fax (714) 632-2974 - - irA I 'I -- P - •- - T- -- .. . PEF-OP] OF CYLINDER TESTS 'DULICFE) CITY OF CRLSBD-BLDG. INSPECTION DEPT.. PROJECTNO. 2863-79 - I 75 LS PL NS PROJECT CRLSBD, CA 32009 * - PROJECT ADDR. CcRLsBD-- 3,- • BP/OSA NO. r' .L L. - PLAN FILENO. CLIENT ROLL CON'3TPUCT1ON - • .- - .•. -- •. ••.• . - - SPECIFIED STRENGTH , 50Q) PSI CAST BY RN ON 93. (J t 29 DATE RECEIVED 9 No v tZ 1 50Q) i.-, ,4_ ..--• .• . LOCATION SLAB OVER PLU1Dlr.tG TRENLH ROOMS 13l41 - - .• CONCRETE SUPPLIER ESCONDI DO READY'. 111 X . - - AIR 7 ;- ....• MIX NO. 675P- TYPE OF CEMENT II - UNIT .WEIGHT . PCF . TICKETNO 176780 MIXING TIM E 70MIN CON CRETE TEMP 71 °F WATER ADDED AT SITE AMBIENT TEMP 6. 0,F AUTHORIZED BY ADMIXTURES - SLUMP 4. 3IN- REMARKS - . - - - - .- - - - • H - 4 1 i '• -c - DISTRIBUTION (2)-- ROLL CONSTRUCTION - CITY OF CkLSBD-BLDG INSPECION DEPT 4 RepetfuIIy Submitted, XPONFORMS COMPRESSIVE STRENGTH:DOES NOT CONFORM El - .• 9 3. No v 3171 .• .' -: -.- . SET 3716 LAB NUMBER 4 AGE (DAYS) T ATE NOMINAL . SIZE ACTUAL AA (SQ. IN.) LOAD - . -. (LBS) STRENGTH (PSI) TYPE OF FRACTURE 4 - / jNov iztb .- 6x4 46. 865Q 09 -• B l Nov 6X1c 8 6 18,)LUZø 848 C 31 Nov .9 6X1,.. 428 .,46 468 41 C RD 28 Nov 26 . tZZIili - • * -.--. ". .4 e ._' - -• SET 'LAB NUMBER • . AGE (DAYS) DATE . NOMINAL SIZE ACTUACAREAJ (SO. IN.) LOAD (LBS). STRENGTH (PSI) TYPE OF FRACTURE MA 5 .-.. . St. 7 -Oct -06 2X4 .34 . 950 MB 28 Oct 27 2X4 3.'l 4 SOOIZI 1592 MC 56 Nov 24 2X4 3 14 5100 1623 t.. - 4 *1 i: ':• MONTANA Testing & Geotechnical, Inc '.1 La Palma, Suite A Anaheim CA 92806 - Tel (714)'632-2999 Fax (714) 632-2974 4. . S. -. - '•- . - c's. .. -• .-.-. .. .4 - . .5 5 REPORT OF MORTAR TESTS 4. CITY OF CRLSBD2BLDG.. INSPECTION DEPT PROJECT NO., 2863-79 2075 LAS PALMAS . PROJECT NAMS.cHCER CRLSBPD,-Cc 92009 - PROJECT 0R -CARLSBAD BP/OSA NO PLAN FILE NO. -: CLIENT ROLL CONSTRUCTION 4 44 SPECIFIED STRENGTH 1800 PSI CAST BY ,CLIENT ON 93 Sep 29 DATE RECEIVED 93.S , 6p 30 LOCATION GENERATOR ENCLOSURE 2ND LIFT' . . ..4 I I •.CONCRETE SUPPLIER JOBSITE MIXED AIR. . .- .5. • . . .. . .• :- MIX NO. SITE M-IX TYPE OF CEMENT .. UNIT WEIGHT PCF TICKET NO MIXING TIME iMIN CONCRETE TEMP O F WATER ADDED AT SITE AMBIENT TEMP 70 0 Ft- AUTHORIZED . BY . • ADMIXTURES SLUMP IN ' - . -. . .-• . . ,• • . . . 5. S. , . . . 5- • . . . . . ., 4 .4 5 S ., ,,, . . .. . -. • . -I.REMARKS.. - S --S. '•... -..4..c -': . .,. ..S_•__ •-•• 5-. ;S-•-4. 5 45 4 1 DISTRIBUTION () .-KOLL CONSTRUCTION .. - CITY^ OF CRLSBD—BLDG.. INSPECTION DEPT. :.. - -Respectfully Submitted,..'. . . • 4. . 5 .. . ONFORMS 4 COMPRESSIVE STRENGTH:DOES NOT CONFORM [I] , . .. . 93. Nov,29 S . . -5- . S - , . S • S • - • - 44 - SET 3(62 ' AGE A DATE NOMINAL 1 ACTUAL AREA LOAD STRENGTH TYPE OF LAB NUMBER (DAYS) SIZE (Sow IN) (LBS) (PSI) FRACTURE 41 C A 7 Oct 7 6X1. aa 46 74000 —.600J B 28 NV 17 & X 12, 28 46 C 28 Nov 17 6X1 28 46 REPORT OF -CYLINDER TESTS 3 $ CITY OF CARLSBAD-BLDG INSPECTION DEPT. PROJECT NO. 2863-79 - 2075 LSPALMAS. . CARLSBAD, CA 94009 PROJECT ADDRCARLSBAD BP/OSA NO 93-512 PLAN FILE NO CLIENT ROLL CONSTRUCTION 4 SPECIFIED STRENGTH 13000. PSI-..- CAST BYTW . -. ON 93. Oct4 20 .'DATE RECEIVED 9.3. Oct. 21 4 4 4 LOCATION EQUIP YARD SLAB ON GRADE NORTH OF MIDDLE DOORWAY -4 CONCRETE SUPPLIER ESCONDIDO READY NIX AIR MIX NO 355p TYPE OF CEMENT UNIT WEIGHT PCF TICKET NO295 15 * MIXING TIME 56 MIN CONCRETE TEMP ° F WATER ADDED AT SITE 5 AMBIENT TEMP ° F AUTHORIZED BY CONTRACTOR ADMIXTURES POZZ SLUMP 4.7 0- IN - REMARKS - - DISTRIBUTION (s.) ROLL CONSTRUCTIOPJ CITY OF ',CA RLSBAD-'BLDG INSPEC1 ION DEPT ' 'Respectfully Submitted, .4 COMPRESSIVE STRENGTH:DOES NOT CONFORM LI 93Oc't7 4- -4. '4 .4 ' . MONTANA.Testing &Geotechnical; Inc. .. . /, \\ 2992 La Palma Suite A Anaheim CA 92806 - "Tel: (714) 632-2999 Fax (714)'632-2974 - . •. . .• 'I _ - REPORT OF MORTAR TESTS S . 'CITY OF CPRLSBD-BLDG. INSPECTION DEPT PnoEcrNo-2863-79 - - -., - 2075 LAS PALMAS . -' " PROJECT NAMEHUMCHER. '-S. • CRLSB(D, C .92009 PROJECT ADDRCPRLSB1D • - .7' . ... BP/OSA NO. PLAN FILE NO. -a- ... .5 . 55_ '- .. S - - •1 CLIENT: ROLL'CONSTRUCTION H SPECIFIED STRENGTH 1800 PSI CAST BYCLIEN1 ON 9 3. Sep 29 DATE RECEIVED 93 Sep 30 LOCATION GENERATOR. ENCLOSURE '2ND LIFT . . S . . - .'- - - S .. 4 . ,. •• CONCRETE SUPPLIER-- JOBSITE MIXED - -: . '•- - ' AIR MIX NO SITE MI)( , TYPE OF CEMENT UNIT WEIGHT PCF TICKET NO .. MIXING TIME MIN CONCRETE TEMP O F WATER ADDED AT SITE .S . - - S AMBIENT TEMP • 70 0 F • ..; • AUTHORIZED BY • . . .... ' ADMIXTURES •' 5_ SLUMP IN REMARKS i - . 5 , - . ..#,, .,•,-' .* 5 S .S .1 -. •5 . . . . S . . S DISTRIBUTION (,a) ROLL CONSTRUCTION I' / CITY OF CRC.SBD-LLDG. INSPECTION DEPT. Respectfully Submitted, - : COMPRESSIVE STRENGTH CONFORMS DOES NOT CONFORM 93 Oct 27 S. _•,, - .. 'I . .- . -- ..5 • : .5 __5• 5-. -. -.5 - - . 5-, S S* - - -. S SET 3507 - LAB NUMBER . -, AGE (DAYS) 5 .1- DATE NOMINAL . 'SIZE.• ACTUAL AREA (SQ. IN.) ;LOAD- '(LBS) STRENGTH (PSI) TYPE OF FRACTURE -7,, -Obt 06: 2X4 H 3.14-- . 2950 939 MB - 28 Oct 27. 2X4 3.'14 - 5000 1592 5.. - MC 56 Nov 24 2X4 3 14 -- _S • .• - ' ,_ 5- MONTANA Testing & Geotechnical lnc 2992 La Palma, Suite A Anaheim CA 92806 Tel (714) 632-2999 Fax (714) 632-2974 •. - S • * • - •. • I' .. -•. .'• . . .5 -. ., *5•,5 ........ . • * $ - .. . S . ..• . . . - 'pJ REP0RT5 OF CYLINDER TESTS I I CITY OF Cc%RLSBcID-BLDG: INSPECTION DEPT. PROJECT NO. 2863-79 - S 2075 LS PLMS. EI PROJECT.NAMESCUMCHER7 . . - 1- CRLSB1D, 92009 $ PROJECT ADDRCcIRL5BcD - BP/OSA NO. . ............ PLAN FILE NO CLIENT ROLL CONSTRUCTION 4- - 45. SPECIFIED STRENGTH 000 PSI CAST BY C.L I ENT ON 93 Sep .9 DATE RECEIVED 93 Se p 30 LOCATION EQUIPMENT YARD I1jJ• CONCRETE SUPPLIER ESCOND I DO READY MIX . . . AIR - ft MIX NO. 67P TYPE OF CEMENT . UNIT WEIGHT. -• . PCF TICKET N012178264 MIXING TIME MIN . - • CONCRETE TEMP.' ' 74 °F WATER ADDED AT SITE . . . .• - . AMBIENT TEMP 70 0 F AUTHORIZED BY -. ,.. . . ADMIXTURES P0 Z Z SLUMP 4 ii IN . .s - _5__ . •..I . .5 . 5-..-i . S _5 . . ... '. , . - - - --"- -;•• REMARKS - .44 . S - - DISTRIBUTION (s.) ROLL CONSTRUCTION . .... .. . .. . - ---'•- . . — ..c .- - CITY OF CPRLSBD-BLDG ?INSPECTION DEPT, Respectfully Submitted, £ COMPRESSIVE STRENGTH:'UNI CONFORMS OT DOES NOT CONFORM El .93.0ct527 r •- 4 •/* 1' ' .4 . - - -fl-- •,I - -. • ____.___.±_:__ I - SET 3506 'AGE LAB NUMBER ________________________ (DAYS) _______ -• , ' , MAT _____________ , NOMINAL SIZE ''S ACTUAL AREA (So. IN.) ' _ LOAD • (LBS) . • STRENGTH . (PSI),.FRACTURE TYPE OF '1 - - • S • '' S '! . .5 (1 7 Oct 7t6 6X1,E. 28 46' 88500 311219 1 . 28 Oct"27' 6X12 . .2.8..46 - .135250 4752 5 ., . 5 - .. . S . S C as Oct 7 6X11:. e 46.- 1350 COVERING WORK PERFORMED REINFORCED CONCRETE 0 STRUCT. STEEL - SITE WHICH REQUIRED APPROVAL BY 'Li POST-TENSIONED CONCRETE 0 STRUCT. STEEL - SHOP THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0 ARCHITEC /& FOR WEEK ENDING REPORT NO E TOR JOB NO. ENGINEER A cer)l 3 PG OF CONTRWAT , R %J PLAN FILE No. - BLDG. PERMIT SUB ,RAfTOR PROJ EQINAME LA CEIV GSAMPLES PRdCTADDRES%,—) REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area fi4ected (floor, gridlines, etc.); identify'all joints when inspecting welds and bolts; identify accepted/rejected work by item and Specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineeretc.; record amount of material placed and samples taken; write - certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INEçJ / /77r/,it ioi 91 de4i 7 /1c' /' ' occyii# c/ 1J1rc1'el d4( 1/n8 eSMr C(4 &L ic4 4'2c OC1- r1 Jer/irn'/c d/ /2ia,i .5'2S INITIAL Except as noted above, all work conforms to the approved plans and specifications and applicable codes and Signature otAciai Inspector Date of Report Certification Number COVERING WORK PERFORMED REINFORCED CONCRETE U STRUCT. STEEL - SITE WHICH REQUIRED APPROVAL BY 0 POST-TENSIONED CONCRETE 0 STRUCT. STEEL SHOP THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0 ARCH T T 4 FOR WEEK ENDING _/C -,'R - JOB NO. 2?-O79 -7 ENGINEER • REPORT NO. INSP JO , /,i PG OF ./o'#('c CONTRACTOR ('/aJ' PLAN FILE NO. Z SUB.CTRAC OR ') PROJE AME LAB REC IV NG SAfAelLEPROJECT ADDRESS - REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inected (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item-and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineeretc.; record amount ofmaterial placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP DATE ______ 37c c/ j4/ziticd i'i2'j 4in/ i r 7Id / rp7/ all 7' I9E/d L4t2 //f?ifr oQf /'él /r?cC7'/6)1i. INITIAL /4(1/3 Except as noted above, all work conforms to the approved plans and specifications and applicable codes an -m/? - - Signatur I Special Inspector 17' Dale at Report Certification Number MONTANA Testing & Geotechnical, Inc La Palma Suite A , Anaheim, CA 92806 Tel (714) 632-2999 Fax (714) 632-2974 -. - 4 - . .5 . . ...--. .- - . ' 4 . •, . 'p . . - REPORT OF GROUT TESTS CITY OF CRLSBD-BLG ':INSPECTION DEPT. . 'PROJECT NO. 2863-79 :. -75 LS PALMAS :PROJETNAME-~S-C U-1119 —1 CRLSBD C-92009 ,PROJE6TADDR.Cc4RLSBc1D . - .. BPIOSA NO. . PLAN FILE NO I V . , CLIENT: KOLL 'CONSTRUCTION -. 4 . . • .-.-,---- -- - . ---..---.. . - 43 SET AGE NOMINAL ACTUAL AREA LOAD STRENGTH TYPE OF LAB NUMBER ' - (DAYS) DATE SIZE - (SQ. IN.) (LOS) (PSI) - FRACTURE ___________ ___ ______ ______ _______ ______ l•5't •, :•.,. • • - • ( •.. . 5 5_ ••• - - G 0 7. Oct 08, 3X4X6 • 134 .29250- 44 4 -7. - •• 4 .5 ;• 4_. - GB 28 ' Oct 29 3X4X6 11 9 4 01 -71 , . •' . . •- 4 HC -28 • 06t29 - ' • 0 71' 4. . 44 ••' •:-- . 4, . SPECIFIED STRENGTH 2000 PSI CASTBYJD ,• ON 93 Oct,, 01 DATE RECEIVED - 93 Oct 05- .:'- • . - LOCATION 8' CMLI: WALLS FOR GENERATOR ENCLOSURE •• . CONCRETE SUPPLIER ESCOND I DO REPDY lI I X AIR MIX NO 88-163 TYPE OF CEMENT + UNIT WEIGHT PCF `TICKET N01373984 MIXING TIME ,,,, BVI MIN CON CRETETEMP' 78 °F WATER ADDED AT SITE AMBIENT TEMP 7'5 O AUTHORIZED BY. - CONTRCTOR ADMIXTURES SLUMP 4 IN 1• - . , . ., REMARKS 7 - 4 -. - - •T , , ----.4' . .44 • - . . . •' 4 _-, . .-- -- ',' S . . , 4- •W..•4, .........' ' . 4 . DISTRIBUTION (2) ' KOLL CONSTRUCTION . •• - i:.- •.. . . CIT,'? OF .CRLSBD-BLDG,,- 'INSPECTION DEPT. Respectfully Submitted, 4' 1• S. COMPRESSIVE STRENGTH ONFORMS DOES NOT CONFORM L] 1 -- . . . • . . 93 0èt, 29 - - . . - - .' . . . - - . - . .. • . . - I MONTANA Testin & Geotechnical, Inc. 2992 La Palma Suite A Anaheim CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 REPORT OF CYLINDER TESTS . CITY OF CPRLSBPD-BLDG INSPECTION DEPT PROJECT NO. P2863-79 2075 LAS PALMAS PROJECTNAMGCHUMCHER CPRLSBPD, CA 92009 PROJECT ADDRCARLSBPD BP/OSA NO. 93-512 PLAN FILE NO.'. CLIENT KOLL CONSTRUCTION SET3662 LAB NUMBER AGE (DAYS) DATE . NOMINAL SIZE ACTUAL AREA (SQ. IN.) LOAD (LBS) STRENGTH (PSI) TYPE OF FRACTURE P 7 Oct 27 6X12 28 46 74000 ØØ B 28 Nov 17 6X12 28.,46 107000 3759 C 28 Nov, 17. 6X12 28.46.106750 3751 4 SPECIFIED STRENGTH 3000 Psi CAST BYTW ON 93,, Oct., 20 DATE RECEIVED 93 Oct., 21 LOCATION EQUIP YARD SLAB ON GRADE NORTH OF MIDDLE DOORWAY CONCRETE SUPPLIER ESCONDIDO READY MIX AIR - MIX NO. 355p TYPE OF CEMENT UNIT WEIGHT PCF TICKET N0239515 MIXING TIME 56 MIN CONCRETE TEMP WATER ADDED AT SITE 5 AMBIENT TEMP 0 F AUTHORIZED BY CONTRACTOR ADMIXTURES POZZ SLUMP 4. 0 IN . . . REMARKS . . DISTRIBUTION (2) ROLL CONSTRUCTION . . . CITY OF:-,CPRLSBPD-BLDG,, INSPECTION DEPT., . '. .. . . i. .....,. -..- .. Respectfully•Submltted,. . . .. . -- MCONFORMS - - -. COMPRESSIVE STRENGTH. DOES NOT CONFORM 93 Nov. 18 MONTANA Testing & Geotechnical, Inc 2992 La Palma Suite A Anaheim, CA 92806 Tel: (714) 63272999 Fax: (714) 632-2974 .1• REPORT OF CYLINDER TESTS CITY OF CARLSBAD—BLDG. INSPECTION DEPT. - PROJECT NO. _2863-79 2075 LAS PALMAS PROJECTScCER CARLSBAD, CA 92009 PROJECT ADDRCPRLSBPD BP/OSA NO. .t. PLAN FILE NO. CLIENT: ROLL CONSTRUCTION SET 67 LAB NUMBER AGE (DAYS) DATE NOMINAL SIZE ACTUAL AREA (SO. IN.) . LOAD - (LBS) STRENGTH (PSI) TYPE OF FRACTURE A 7 Oct 25 6X12 2i8.46 100000 3513 B 28 Nov 15 6X12 2846 146500 5147r C 28 Nov 15 6X12 : 28.46 150500 5288 SPECIFIED STRENGTH 3000 -PSI CAST BYJB ON 93Octtt8ThDATE RECEIVED 93. Oct. 19 LOCATION FLOOR FOUNDATION OF ROOM 325 CONCRETE SUPPLIER SUPERIOR READY MIX AIR -MIX NO. '675P TYPE OF CEMENT UNIT WEIGHT -- PCF TICKET NO.76493 MIXING TIME MIN CONCRETE TEMP 74 0 F WATER ADDED AT SITE -. AMBIENT TEMP 70 0 F AUTHORIZED BY ADMIXTURES - - - SLUMP 4.0 IN . . - -, • REMARKS . 0•• DISTRIBUTION (2) ROLL CONSTRUCTION .. CITY OF, CARLSBAD—BLDG. INSPECTION DEPT.. - Respectfully Submitted, ONFORMS COMPRESSIVE STRENGTH: - - DOES NOT CONFORM 0 93 Nov 15 MONTANA SPECIAL INSPECTOR'S Testing & Geotechnucal, Inc. REPORT 2992 La Palma, Suite A • Anaheim, CA 92806 Tel: (714) 632-2999 • Fax(714) 632-2974 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF "1NFORCED CONCRETE 0 POST-TENSIONED CONCRETE 0 REINFORCED MASONRY 0 STRUCT. STEEL -SITE 0 STRUCT. STEEL -SHOP 0 ARCHITE / / - )cL FOR WEEK ENDING /1ôT PRJ. NO. %p777 ENGINEER,REPORT _ NO. IN P CTO OF CONTRA OR I PLAN FILE NO. 1<73 BLDG. PERMIT .. 5_i2 SUB-CONTRACTOR ~CC . PROJ CT NAME Jy&Ci).ef LAB RECEIVI G SAMPLES Wi C PROJECT D ESS 7, REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines etc) identify all joints when inspecting welds and bolts identify accepted/rejected work by item and specific location record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP.DATE c". I I f•) j I (,- n I I I L--he 'cL 1,.t(?Ce.'..t CcL 6 SfC,jecL F lo 19-3 Apftflo ; 6 L 1., ? (o yo-ix / p kep . L' ôue &ic( (f3 +it'c'.ic -, - L L If K. . 4: L .• 7 , Or INITIAL IV' Except as noted, above, all work conforms to the approved plans and specifications and applicable cod9)nd rbg iatn 4c AIL .2,1 igg 3 2 tv'i Jô Signature of Slaecial inspector Date of Report Certification Number MONTANA SPECIAL INSPECTOR'S Testing & Geotechnical, Inc REPORT 2992 La Palma, Suite A • Anaheim, CA 92806 Tel: (714) 632-2999 . Fax. (714) 632-2974 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF REINFORCED CONCRETE a POST-TENSIONED CONCRETE a REINFORCED MASONRY a STRUCT. STEEL -SITE a STRUCT; STEEL - SHOP a ARCHITECT - FOR EEK ENDING /o/z43 PRJ. NO. I23 ENGINEER R PORT NO INSPECTOR 77 Pr. OF CONTRACTOR PLAN FILE NO. BLDG. PERMIT SUB-CONTRACTOR PROJECJ NAME czccc4eC LAB RECEIVING SAMPLES .- PROJECT ADDRESS ,&t REPORTING. REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific, area inspected (floor, gridlines etc.), identify all joints when inspecting welds and bolts; identity accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP. DATE ____ f 4Lot ne r 5/ecZ72'i >/\ 71 -'4 fr' 4Lt ,770,2'>V/r!S zer n. INITIAL /'""Except as noted above, all work conforms to the approved plans and specifications and applicable cod..a.ii1 regulations. - /0/d0/199 . 7 7 Signature of Special Inspector Date of Report Certification Number CITY OF CAR LSBAD INSPECTION' REQUEST PERMIT# CB930512 , FOR 11/15/93' DESCRIPTION: 7240 SF TI B-2,H-3,H-6,H-7 1000 SF NEW OFFICE 'TYPE: ITI JOB ADDRESS: 1969 PALOMAR OAKS WY APPLICANT: PRIDGEN, BILL PHONE: CONTRACTOR:, PHONE: OWNER: " ' ' ' PHONE: INSPECTOR AREA TP PLANCK# CB930512 0CC GRP CONSTR. TYPE VN STE: , LOT: 619 231-0751 /7 REMARKS: RS/BOB/929-6236 ' INSPECTOR SPECIAL INSTRUCT: I TOTAL TIME: --RELATED PERMITS-- PERNIT# TYPE STATUS CB880540 ELEC ' EXPIRED SE900045 SWOW ISSUED WDPO'2006 WDP ISSUED CB920870 MECH EXPIRED AS930060 ASC ISSUED CD 'LVL DESCRIPTION , ACT COMMENTS 17' ST Interior Lath/Drywall' INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 111093 ' Final Combo P1 TP , OK TO EQUIP/NOT TO OCCUPY 111.093 Frame/Steel/Bolting/Welding , AP TP WALLS/RN 130 111093 Rough Electric ' AP 'TP WALLS/RN 130 110893 Rough Combo NR PY CONTRACTOR IN MEETING 102993 Ftg/Foundation/Piers AP TP SLAB CUT PREP RN 130,141 102893 Underground/Under Floor AP 'TP , ACID WASTE RN 130,141 102893 Underground/Conduit-Wiring .AP TP ' RN 130,141 102893 Ftg/Foundation/Piers AP TP , • SLAB PREP RN 130,141 102593 Interior Lath/Drywall AP TP, , COOR 148,RN 144,143,FUT RN 102193 Interior Lath/Drywall ' AP TP . RN #325 102093 Rough/Topout ,AP .TP C U & FUSE SEAL W/IN WALL 101993 Interior Lath/Drywall ,• AP TP ON 'SIDE INT FACE RN #325 101993 Frame/Steel/Bolting/Welding AP TP INT FACE RN #325 101993 Ftg/Foundation/Piers AP TP GEN &. EQPT PRO (SLAB)' 101893 Ftg/Foundation/Piers NR TP , 101893 Interior Lath/Drywall AP TP CORD RN 143,144 AREA 101493 Ftg/Foundation/Piers AP -..TP SLAB 77, CONTAIN PIT RN # 101493 Underground/Under Floor. AP TP FUSE SEAL FOR FLR DRNS/VENTS 101393 Frame/Steel/Bolting/Welding AP TP RN 143,144,CORD #158 101393 Rough Electric AP TP 'RN 145,144 100893 Ftg/Foundation/Piers ' AP , PD NOTED ON CARD 100793 Footing , , •' ' NR TP 2ND LIFT EQUIP PAD WALLS 100793 Grout ' ' AP TP 100693 Frame/Steel/Bolting/Welding PA PK 134,149,146,147 PARTIAL ' 100693 Rough/Ducts/Dampers • , • PA PK ' ' ' MONTANA Testing & Geotechnical, Inc 2992 La Palma Suite :A Anaheim CA 92806 Tel (714) 632-2999 Fax (714) 632-2974 " REPORT OF CYLINDER -. - TESTS .. .. .'. CITY OF CARLSBAD—BLDG INSPECTION DEPT PROJECT NO 2863-79 2@75 LAS PALMAS. ,- . CARLSBAD, CA 92009 PROJECT ADDR.CARLSBAD - BP/OSA NO. 93-512 PLAN FILE NO CLIENT ROLL CONSTRUCTION S. SPECIFIED STRENGTH 3500 PSI, CAST BY RN ON 93. Oct.29 DATE RECEIVED 93. NÔ.I. 01 '4.. .5 LOCATION SLAB OVER PLUMBING TRENCH, ROOMS 130&141 CONCRETE SUPPLIER ESCOND I DO READY MI X AIR MIX NO. 675P TYPE OF CEMENT. I I -. UNIT WEIGHT PCF TICKET NO.1376780 MIXING TIME 70 MIN. ' CONCRETE TEMP ' 71 °F - WATERADDEDATSITE - . ' AMBIENT TEMP 62 ° F AUTHORIZED BY . .' .• - ADMIXTURES . SLUMP ..43- IN. --.. .-.4 - ..- . :..-. - .: --t • - I REMARKS-' DISTRIBUTION (2) -ROLL CONSTRUCTION . . . CITY OF CARLSBAD—BLDG. INSPECTION DEPT. Respectfully Submitted, r'---- r- ---- - - 4. COMPRESSIVE STRENGTH:DOES NOT CONFORM LI 93.Nov.05 _5_ - _J-'_- * -- 0 •' S. . •5 .- - SET 3716 LAB NUMBER AGE (DAYS) DATE - NOMINAL SIZE 5ACTUAL AREA (SQ. IN.) LOAD (LBS) STRENGTH (PSI) TYPE OF FRACTURE A -7 Nov 05.. 6X12 ,. 28.46's. 86500 3039 .5 - .- 5 ., .• ,:.. -. B 28 Nov 26' 6X12 28.46 . C .28 No,.; 26 6X12 -28.46. HD 28 Nov 26 0 00 P --- - ---------- MONTANA 'Testinj eocicaI,c. 7 -- - 2992 La Palma, Suite A Anaheim, CA 92806 Tel: (714)632-2999 -. Fax: (714)632-2974 c 0, ½ - . - 4 1 . ,S - . - •' - . •.... •-.j .- •. -. - REPORT OF MORTAR TESTS - . . CITY OF CcRLSBcD—BLLDo INSPECTION DEPT PROJECTNO 2863-79 2075 LAS 'PALMAS , PROJECT NAMESCHUMCHER CRLSBD, CA' 92009 PROJECT ADDRCPRLSBAD BP/OSA NO P3-512 1 t-- - . 3. - . - . . . ••. . . - - - . PLAN FILE NO.. .. . . CLIENT ROLL CONSTRUCTION SPECIFIED STRENGTH 1800 PSI CAS TBYPH ON 933,0t07' DATE RECEIVED :-93.Oct 12 0 f LOCATION 1OTH COURSE CMU -WALLS ..; • . . . CONCRETE SUPPLIER ESCONDIDO 'READY MIX . AIR t . .- .. % .- MIX NO TYPE S TYPE OF CEMENT I I UNIT WEIGHT PCF TICKET NO. MIXING TIME MIN -. . CONCRETE TEMP 74 ° F ... ,. WATER ADDED AT SITE AMBIENT TEMP 75 'F AUTHORIZED BY ADMIXTURES SLUMP - IN V -- •---- . . ..- 4 . . . . . 0 3. -- ... . REMARKS .. . . . . . • -.. .. . . 3-1 4 - i .3 . .., . . 0 - . . L.,• 41 .3 -. . , .. - . __ .-.. .- . 0 . . _ •• 3 .3 . .-_c DISTRIBUTION (2) 'ROLL CONSTRUCTION CITY.. OF CARLSBAD—BLDG.. INSPECTION DEPT... 3- •: . .. .. Respectfully Submitted, COMPRESSIVE STRENGTH:DOES NOT CONFORM 493 Nov 05 sn- 3586 - LAB NUMBER - AGE (DAYS) - . DA T . -NOMINAL - SIZE ' •• ACTUAL AREA IN.) :.. -L..... LOAD (LBS) STRENGTH (PSI) - TYPE OF FRACTURE 3 ... ,.. L- .; * . • - - ...-. MA 7 Oct 14 2X4 3 14 5100 1623 MB 28 Nov 04 2X4 3 14 7800 2483 MC 28 Nov 04 2X40 3...14 7950 2531 - ,. • ..'• • ,. .. . - -- . 3-- MONTANA Geotechnical, Inc Testing ,& 2992 La Palma Suite A Anaheim CA 92806 .,,Tel: (714) 632-2999 Fax (714) 632-2974 5 -I 5 .. -. •:-• •. - I 5' 1' 5.__ 5 REPORT OF , GROUT" TESTS. _5 •_S.. --5 155 CITY OF CPRLSBD—BLDG INSPECTION DEPT : PROJECT NO 2863-79 - 21075 LS PA .. • 5 PROJECT NAME:SCHUMCHER CRLSBPD, C92@09. -.. •-:. - S. ,-' H - .• - • - PROiECT ADDR.CPRLSBD. BP/OSANO. •P3-512 5..-. .5+ PLAN FILE NO. • . CLIENT ROLL CONSTRUCTION i I 3585 sr LAB NUMBER . AGE (DAYS) DATE. . - NOMINAL SIZE ACTUAL AREA (SQ. IN.) LOAD (LBS) STRENGTH (PSI) TYPE OF FRACTURE 4 • 7 Oct' 1517 3X3X6 - '- 9...42 26500 .. 4 28-12. j .5_S_S S -S __•__ ._ S . - *- GB 28'No v05 3X3X6 9 24 43750 4735 GC 28 Nov05 3X3X6 ,9 83 -5 44a5 - I 4503 SPECIFIED STRENGTH 2000 PSI' •, CAST BY PH ON 93 Oct 08, DATE RECEIVED 93 Oct 12 5' LOCATION CMU WALL 2ND LIFT CONCRETE SUPPLIER ESCONDIDO REPDY MIX _'AIR - -. mix No. 66P TYPE OF CEMENT II ' UNIT WEIGHT PCF TICKET NO 1374634 MIXING TIME - 60 MIN CONCRETE TEMP 85 0 F $ WATER ADDED AT SITE . I AMBIENT TEMP . 70 ° I AUTHORIZED BY . . - - ADMIXTURES POZZ - S SLUMP .O 4.,0 IN GROUT AID .: --.: REMARKS iA --.1 4 0 - 5_• .. 5, - -. S_s , .. -. - S _'-t - •_ S - - 5- -.. - -. 4* - ,• .' ,--. '5 •-_ . ., '-': DISTRIBUTION () ROLL CONSTRUCTION..- - -' . .. .- ,.•:' CITY OF CRLSBD-BLDG. E . INSPCTION DEPT. L . ./ -• Respectfully Submitted, Ot COMPRESSIVE STRENGTH DOES NOT CONFORM fl . . * . 5 'I -5* - ., - . - . . -•- - .93 Nov5 05 - 5. . . -, _5 . . S 55 :_- 5'- - . _5 -. . I..-- 5 - - ___ 55 - S. - ;•• _ . ___ '. .•S 'S -_. S•, •5 MONTANA Testing & Geotechnical, Inc 2992 La Palma Suite A Anaheim CA 92806 Tel (714) 632-2999 Fax (714) 632-2974 4 4 4 4. REPORT OF GROUT TESTS s CITY OF CARLSBAD—BLDG INSPECTION DEPT."- PROJECT NO 2863-79 2075 LAS 4PALMAS - 4 PROJECT NAME:SCHUMACHER CARLSBAD, CA 92009 ' PROJECT ADDRCARLSBAD BP/OSANO D3512 PLAN FILEFiLE NO - CLIENT: KOLL CONSTRUCTION ,!— -• SET. LAB NUMBER AGE (DAYS) DATE NOMINAL SIZE ACTUAL AREA (SQ. IN.) LOAD (LBS). STRENGTH (PSI) . TYPE OF FRACTURE 4 5 GA 7 Oct 13 3X3X6 10 40 25400 2443 GB 28 Nov 03 J.3X3X6 10 04 43000 4284 GC 28 Nov 03 3X3X6 10 05 40000 3982 -- SPECIFIED STRENGTH 2000 P. 6CAST BY PH' ON 93,-Oct. 06 - - DATE RECEIVED 33. Oct. 074 S • ii LOCATION CMU WALL CONCRETE SUPPLIER ESCONDIDO., READY MIX AIR MIX NO 66P TYPE OF CEMENT I I UNIT WEIGHT PCF TICKET NO 078997 MIXING TIME 60 MIN CONCRETE TEMP 79 °F 'p" WATER ADDED AT SITE 20 AMBIENT TEMP 73 OF, AUTHORIZED BY CONTRACTOR ADMIXTURES POZZ SLUMP 6.. 0 !IN :... ,. •... :- -- GROUT. AID -. - • - 5. . 4 - _;.. .•. .' REMARKS 1 • -. Ii DISTRIBUTION (-) KOLL cONSTRUCTION... CITY OF CARLSBAD—BLDG INSPECTION DEPT I r . - - .• .- 4 Respectfully Submitted, ' s.. - - . 5- •. . - - COMPRESSIVE STRENGTH:DOES NOT CONFORM [I] 93..No1v.05 - 4 g':&..GeotechnicaI,"lt'.. Anaheim CA 92,O6. Fax (714)632-274 COVERING WORK PERFORMED 0 REINFORCED CONCRETE ' 0 STRUCT. STEEL- SITE WHICH REQUIRED APPROVAL BY '0 POST-TENSIONED CONCRETE 0 STRUCT. STEEL - SHOP THE SPECIAL INSPECTOR OF , 0 REINFORCED MASONRY 0' AR HITE S ENGINEER ' FOR WEE NOING J B NO -:19 A)t\AAL) Ok REPORT NO INSPE TOR P/\ULOn A I OF NTRAdTOR LL_____' PLAN FILE NO. BLDG. PERMIT -7 SUB-CONTRACTOR ' .S1E124J7,4 c'A(TE PROJECT NAME VER LAB RECEIVING SAMPLES PROJECT ADDRESS /,9 pAIU -S RJ2 REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineeretc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP. DATE \Tkç) - Aé'\ i('/).. 7O ('7 f a'Lt O 00 k t 'Te I( TE4-\- C ;çn- • c\c - SL O - z. --. TF~ K Z4t\t', <\V- i, P f rL a e>U\ L t) ( -i ..AJ\J3jO5 _work conforms to the approved plans and specifications and applicable codes Signature of Special Inspector Date of Report • , S Certification Number MP /\ MONTANA Testing&Geotech:canc \' 29921a Palma Suite A Anaheim, CA 92806 Tel (714) 632-2999 Fax (714)'632-2974 F...... .•., . -- .4 F REPORT OF CYLINDER TESTS CITY OF CARLSBAD—BLD6. INSPECTION DEPT PROJECTNO a863.79____ •1 2075 LAS PALMAS - V PROJECT-NAMESCHUMPCH . - CARLSBAD, CA 92009 V V - .. PROJECT ADDRCARLSBAD V VV V V V VV V BP/OSANO. P3-512 .. r PLAN FILE NO. CLIENTKOLLCONSTRUCTION, SET 3587 V LAB NUMBER' 'AGE (DAYS) V V V V VDATE . NOM INAC V SIZE ACTUAL AREA (SO. IN.) VV LOAD (LBS) STRENGTH. :(PSI) TYPE OF. FRACTURE A • 7 Oct 18 V V . V 6X12 - V , ifV 88. 46 - V ,VV 98500 3461 V B 28 V Nov 08 V V .6X12 28.46 •, 158250 . 5560 V V V , • VV V V , V V ;VV . V V C 28 Nov 08 6X12 28.46 458000 5551 'V V - V•V V ' V V V - HD 28 Nov' 08 V V ''•, V V V V V V V V V V V V V - V -. V •,V,_._VV V A V SPECIFIED STRENGTH 3500 PSI CAST BY PH , V V ON 93; Oct. 1 1 DATE RECEIVED - 93. Oct. 12 V V4 • V V LOCATION SLAB FLOOR AND DECK, ROOM 505 CONCRETE SUPPLIER V ESCONDIDOV READY MIX . V :V. "AiR . V % V MIX NO 675P TYPE OF CEMENT I I UNIT WEIGHT ' PCF TICKET N01374848 MIXINGTIME 45 MIN CON CRETE TEMP: 76 °F WATER ADDED AT SITE 10 V V V V AMBIENT TEMP . 69 F AUTHORIZED BY CONTRACTOR ADMIXTURES SLUMP 4 0 IN I - . V.S V V •. •f VV V VVV V . . . V REMARKS ' 1 - I - 4 VV V.- V . . 1 V V •V , ' V . V V , V •V V V V.' •V •VVVS V VV.V • V 4 • V DISTRIBUTION (2) •V ' V • V V V - V KOLL CONSTRUCTION 04 CITY OF, CARLSBAD—BLDG. 5 INSPECTION DEPT. V V V V F •-' V V VVVV V •,• V V RespectfullyVSubmitted, VV V V V V 4 V V V V V V VS •V •V VV V VV COMPRESSIVE STRENGTH CONFORMS DOES NOT CONFORM 93. Nov.08 MONTANA Testing & Geotechnical, Inc . 2992 La Palma Suite A Anaheim CA 92806 Tel (714) 632-2999 ' Fax (714) 632-2974 - 1 - •••V V -. r 'REPORT 0F C'?LINDER TESTS - - -, - CITY - OF CPRLSBD-BLDG. INSPECTION DEPT. PROJECT NO. 2863-79 V 2075 1 S PLM% PROJECT NAME SCH(JMCHER CRLSBD, CA 9009 PROJECT ADDRCRLSBD BP/OSANO 1 PLAN FILE NO "C.LiENTI:KOI L CONSTRUCTION -' SETV346 LAB NUMBER AGE (DAYS) - , DATE NOMINAL- SIZE ACTUAL AREA (SQ. IN.) LOAD (LBS) STRENGTH (PSI) TYPE OF FRACTURE 1 - 7 Sep 6X12 28 .4 99250 3487 13 .28 -.0ct421. 6X12 .28.46 128500 4515L. V .- : •V•, - HC 28 Oct ai 0 2 SPECIFIED STRENGTH 000 PSI CAST By GP 0N 9 Step DATE RECEIVED 9 Sep .4 'LOCATION QUIP ON" GRID LINE 2 BTWN H & I - CONCRETE SUPPLIER ESCOND I DO READY' MIX AIR MIX NO 355P TYPE OF CEMENT UNIT WEIGHT PCF TICKET N0071085 MIXING TIME 53 .MIN -'. , CONCRETE TEMP ; - OF'. WATER ADDED AT SITE ,5, AMBIENT TEMP 77 0 F AUTHORIZED BY DR I VER -, - ADMIXTURES r-oz Z -. -..-SLUMP 3. 'IN' - --.. '-- - • - REMARKS V V - _ ' * V - '• - V C - - - - V I -V. - -' - - V -. *, •.. VV V V C.V VV V' V V V V V I a DISTRIBUTION (2) J( OIL L CONSTRUCTION I CITY OF CRLSBD-BLDG. INsPEc-1-IoN:DEP.T. - t Respectfully Subrnittd CONFORMS -. - : COMPRESSIVE STRENGTH ' DOES NOT CONFORM 93 Oct 1 --- :- S& 3637 LAB NUMBER - AGE' (DAYS) I D ATE NOMINAL' SIZE . ACTUAL'AREA - (SO. IN.) . ILOAD. (LBS) STRENGTH (PSI). TYPE OF FRACTURE ; Oct 6X1a 28 46 100000 - S. -- 5" . S . - r• , B- 28'' No'15- 6X12. -.28.46 , - -' C -28 'Nov 15 . 6X'12' 28..46 - , "5 . . . . -S roE. MONTANA Testing& Geotechnical, Ind' "N 2992 La Palma, Suite A Anaheim CA 928O6 Tel (714) 632-2999 Fax (714) 632-2974 /719 q S . .,-. . 4 4 .. - - 4 '. •. F -- - S ' 5,•, 5.. - S , '5 - .5 54 4.' • REPORT OF CYLINDER TESTS S . - . .4 S. '• • S • F,'4.' •-S . '•'51 'S'4 CITY OF CPRLSBD-BLDG INSPECTION DEPT PROJECT NO 2863-79 .5 - 2075 LS PPLMS . 5 1 - - - .-._-s-.--,'---S- '".5' PROJECTNAME.SCHUMPCHER' I . C RLSBD, CIA 920u09 . . . S 2 .'4 . ' PROECTADDR.CRLSBD . 5 'S . •• , S .. • BP/OSANO. ' rT S 5. _ ,. .. . •2* * . . . * •. • s • . PLAN. FILE NO.,.. '- ' .' . .,'' r, -- . . CLIENT: 'KOLL CONSTRUCTION - -. - - 2_ . . ._-_ .'. - . ..- -. .5.,- - . i':- . - * SPECIFIED STRENGTH PSI CAST BY JB ON 9 Oct 18 DATE RECEIVED 93 Oct 19 -. . . 5 - '5 5 5, 4S . :';.-•- - . . -.- . LOCATION FLOOR" FOUNDATION .OFRO0P1 325 .5 . , .- S . S •'5. . -*5 ..'-- 4. CONCRETE SUPPLIER SUPERIOR READY MIX. .• ., AIR '4 •% MIX NO 675P . TYPE OF CEMENT , UNIT WEIGHT PCF TICKET NO.76493. 'MIXING TIME MIN 2' CONCRETE TEMP 74 °F WATER ADDED AT SITE AMBIENT TEMP 70 ° F AUTHORIZED BY a..' - -' . - 07 ADMIXTURES . - SSS - S ,• , .4 -. * ', ' _ .- . .. .. L. 'i-,, SLUMP 4 0 IN 1 4 REMARKS •r F , . .. - . . . . DISTRIBUTION (2) KOLL CONSTRUCTION CIT Y....OF CRLSBD-BLDG INSPECFION DEPT I 4 4 .• 5,' 5 . S . S . 'SL :- Respectfully Submitted, . . .. (p~,mlys, k ,, F - •. S4S_ . . . S 'I%, S I COMPRESSIVE STRENGTH LI-CONFORMS " DOES NOT CONFORM LI 93 Oct 25 S•__.4 '':- ••' MONTANA Testing & Geotechnical, Inc 2992 La Palma, Suite A Anaheim, CA 92,806 Tel: (714) 632-2999 Fax: (714) 632-2974 October Il, 1993 Koll Construction. Project No: 2863-79 7330 Engineer Road '. Log No: 31-10-0605 San Diego, CA 92111-1464 ATTN: M..Chris.Day RE: Schuma-chTer1 RetainingWali Backfill Density Tests * Dear Mr. Day: : Field and laboratory density tests were performed for the backfill over retaining wall footings. The wall is located about 25 feet south of the south-east corner of an existing Schumacher Building. The backfill is about 2 feet deep. Gravel •was used for drainage, see Plan SheetA8 for details. Field density tests were: conducted on 'October 1 and 4. For ,the north wall, tests, were taken from the north and •south side of the wall. For the east wall, tests were taken from the east and west. . side of the wall. A nuclear densometer .was used to obtain the field density. Table .1 shows the results. A retest wasperformed on test number 2 -since the relative compaction fell,'below 90 percent. The retest result for the relative compaction was 93 ; percent. . •. •. . . " , -. A soil samplewas taken to . the laboratoiy. Table II shows the, results for the laboratory maximum density. •. Based on these data, all of the backfill test met the requirements If you should, have any questions conOerningthis'rèport, please . contact me. . • . • ': . 4 Inc niori:Engineer - ii IL oi'porated SPECIAL INSPECTOR'S REPORT ORANGE/LOS ANGELES COUNTY 2992 LA PALMA, SUITE A ANAHEIM, CA 92806 (714) 632-2980 FAX (714) 632-9209 SAN DIEGO COUNTY 9240 TRADE PLACE, SUITE 100 SAN DIEGO, CA 92126 (619) 536-1102 FAX (619) 536-1306 INLAND EMPIRE 1906 ORANGE TREE LANE, SUITE 240 REDLANDS, CA 92374 (714) 792-4222 FAX (714) 798-1844 COVERING WORK PERFORMED 0 REINFORCED CONCRETE ' IKSTRUCT. STEEL SITE WHICH REQUIRED APPROVAL BY 0 POST-TENSIONED CONCRETE 0 STRUCT. STEEL - SHOP THE SPECIAL INSPECTOR OF REINFORCED MASONRY 0 1TEct /j .. VOR WEE K EN GS O79- MJ A ORT NPAO1JNSPEPT OLL PG \ OF' C0'ITRACT0R V-OLL PLAN FILE NO. BLDG, PE IT I°CL- WING SAMPLES REPOR ING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines, etc.); identify all joints when inspecting welds and bolts;'ideñtify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineeretc.; record amount of material placed and samples taken; write certification of work, relerencing applied code, spei1ications, and approved plans and/or shop drawings. INSP. DATE \MEL V O la I WbO -JO-C Pvs CFEM77 Al E2 2-0 A C ( LV. V15-9_C c> ) x_3( PP Eog VISUAL- F IX-4_k /4 AN 6~ Le NXT TOP CE CJLAO WA t3, /V (2t' ER NW3 OP ALQ. V 2- P ODT LE- \,V Ffc &k 1C TO Se:t -JS I7 O PPPLLft, 50MDN 'OcL\A 'S\ O.C.çç çc oc xT*F6OSi 0c- C& vJ A\ i wc&\ P07 NV -Ec WAM c5 j•'3;t T- ALSO CAST- 1 ,-9 0r D 2 cx V ¶tCi - 792:7 (c(oP A S\X Cz 2qgrt pi' M)c 1'Q1C oiJ A 15 ADDIT100 - ( 3TTC-¼ Co Pt() Of\) 5fl -SLUMP f•eK Q ',' A1 yQLi. 1 C) -(0 72 3hature "Inspctor s n tefibove, all work conforms to the approved plans and specifications and applicable codes and regulations. of Spec Date of Report certification Number 2%2 LA PALMA, SUITE A ORANGE/LOS ANGELES COUNTY ANAHEIM, CA 92806 (714) 632-2980 FAX (714) 632-9209 incorporatéd SPEC IALINSPECTOR'S REPORT SAN DIEGO COUNTY 9240 TRADE PLACE. SUITE 100 SAN DIEGO, CA 92126 (619) 536-1102 FAX (619) 536-1306 INLAND EMPIRE 1906 ORANGE TREE LANE, SUITE 240 REDLANDS, CA 92374 (714) 792-4222 FAX (714) 798-1844 HIRE - _•,.-; ______________________ ______________________________________________________________________________• __ le •1•' i _i__' - 1 - "d-'A fir V FIECE G SAMPLES 41 REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area i nspecteg (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specificat ions, and approved plans and/or shop drawings. -I; I7 rA a VA WA LMlI -- IPA 1,0 11 1111 ___________ ____ / wzu -- I— I TI JJ /) 7 pt~as oted above, allwork conforms to the approved plans and specifications and applicable codes and regulations. '° e of Special Inspector Date of Report Certification Number / ;:IN —e or JIjJ I all work conforms to the approved plans and specifications and applicable codes and regulations. _ Date of Report Certification Number 140 COVERING WORK PERFORMED 4EINFORCED CONCRETE 0 STRUCT. STEEL - SITE WHICH REQUIRED APPROVAL BY 0 POST-TENSIONED CONCRETE 0 STRUCT. STEEL - SHOP THE SPECIAL INSPECTOR OF ?IREINFORCED MASONRY 0 FOR KG ENDIW ENGINEER 4/ REPORT NO. ( OF ( CONTRACTOR ou. Co/rE,z77ai/ PLAN FILE NO. 7131-12GL. . PERKW d&i D/tfil1a' M4Z7 LAB RECEIVING SAMPLES PRQJECT ADDRESS g P4o zi4i €1, REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item &spectfic area inspected (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineeretc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved pans and/or shop drawings. INSP. DATE _____ citlK ô, fbV Cai/9e,7O1) gy/f#1o) 43 :'( 2ex' pA? /)& -& -Z7d c 7t2 4vD Wt) JiP4Wr 7 rn.I2er- 69&' 17J6f4Z'/- 79/2. 137J/23g ______ 4,w ,Q4 - /I)V921a/J - J4Py7?/j OF YKA& Oil r /1W 6r6 96pple o -Z- o- 241' Ic 'incorporated SPECIAL INSPECTOR'S REPORT ORANGE/LOS ANGELES COUNTY 2992 LA PALMA, SUITE A ANAHEIM, CA 92806 (714) 632-2980 FAX (714) 632-9209 SAN DIEGO COUNTY 9240 TRADE PLACE, SUITE 100 SAN DIEGO, CA 92126 (619) 536-1102 FAX (619) 536-1306 INLAND EMPIRE 1906 ORANGE TREE LANE, SUITE 240 REDLANDS, CA 92374 -. (714) 792-4222 FAX (714) 798-1844 -- ;-=-- - MONTANA Testing.&Geotechnicàl,Inc. 2992 La Palma Suite A Anaheim CA 92806 'Tel (714) 632-2999 Fax (714) 632-2974 - '• ' 1' - 1! ''-'• 4. -' REPORT OF MORTAR TEbrs CITY OF CRLSBD-BLDG.* iNSPECTION. DEPT PROJECT NO. .86-79 2075 LAS PALMAS PROJECT NAMES HUMCHER CRLSB4D, C% 921Z109 .' 7 . • ' S S PROJECT ADDRCc%RL9B(D . .. BPIOSANO. 1:13-512 I PLAN FILE NO CLIENT: KOL12 CONSTRUCTION SET3586 AGE -. - . DATE' . 7 • NOMINAL 0 4 ACTUAL AREA LOAD . . ' STRENGTH .4 TYPE OF . - LAB NUMBER (DAYS) . •. SIZE (SQ. IN.) . (LBS) (PSI) FRACTURE 7 4 - - .. . ... .4 • S. , 1...4 - - 7 4 4 ..'. Oct 14 aX4 4 -4 3 1:4' 5100 - 0 • 16 4 ' -, . 4 4 7 -. . . '.4, 4". 4. .. . • MB 28 Nov 04 2X4 , , 14 I 'MC 28 . 7Nov Ø4,\, 2X4 ' 3:14'. . 7- - -4. 1 SPECIFIED STRENGTH 1800 PSI. ' . CAST BY PH 40h 93..Oct 121' LOCATION 10TH COURSE CMIJ WALLS _ 'CONCRETE SUPPLIER' ESCONDIDO' REPDY MIX - AIR MIX NO TYPE 5 TYPE OF CEMENT II ,, UNIT WEIGHT PCF TICKET NO MIXING TIME MIN CONCRETE TEMP 74 ° F WATER ADDED AT SITE . , ' . •• 4 - ' AMBIENT,TEMP . •75 O F - . , - 4. .4 8 ' - - .... 8 ' 4 - AUTHORIZED BY . . . , ADMIXTURES . - - SLUMP IN 5 4 . 8 •'•" " 4 4 . .4 -.' ',_ 1_',__._ 4. 1 , ' , , 7 . ' . REMARKS I . : ..- - '-'- . '."'4' -'. •:.- ."' '-'.,,ç- 4 . . 7 '.- ' '' •' ' _,.( . '. .'-' - .44. - '. * 4' 7 . - 44 •'.- : ..,' .,. '-';: '0 4 4', - . - . - -. DISTRIBUTION (2) - ROLL CONSTRUCTION ' CITY OF CRLSBPD-BLDG INSPECTION DEPT .'. .- -t - Respectfully SubmItted,' ' ..' ~11 CONFORMS - COMPRESSIVE STRENGTH:DOES NOT CONFORM LI 93. Oat. 15 - .444'.•4 - 4 ..- - ' _L!____ SET Ei'. LAB NUMBER AGE" (DAYS) -DATE- NOMINAL' ' SIZE' ACTUAL AREA' (SO. IN.) LOAD - (LBS) - STRENGTH (PSI) • TYPE OF FRACTURE 7 -Oct 15 3X3X6 '• 9'2-. -26500 . 2812' .4-L GB 28 - --: Nov'4 05 - 3X3X6 , - 9'0iii ' - • GC .8 Nov 05 XX6 9 0I$' - .: ' S , ' 5 ' -. S - MONTANA Testrng& Geotechrncal, Inc 2992 La Palma Suite A1 Anaheim CA'92806 Tel (714) 632-2999 Fax (714y632-2974 I - 4 5- -4. 'S 4 ' •S4' - - - S --4 - - :5 •U4 .,_, '5 •, .ft ' .: . V S '• '5 -- . S 4 -• - ' 4' -'4'- : , ' ' ,. 5-. ''1* 1- ' '• ',. REPORT OF GROUT TESTS CITY OF Cc1RLSBcD—BLDG: INSP.ECTION DEPT PROJECT NO. 2863-791, -I 2075 LAS PLMS PROJECT NA MHER CPRLSBD, CA 92009 I PROJECT ADDRCPRLSBD BP/OSANO P3-512 - 4 PLAW FILE NO $ CLIENT: ROLL CONSTRUCTION ':- 1. SPECIFIED STRENGTH 2000 - PSI- CAST BY j ,ON1,93. Oct. 08 DATE RECEIVED, 93 Oct 12 -- LOCATION CMU WALL' 2ND. LIFT - CONCRETE SUPPLIER ESCOND IDO READY -MIX / AIR ' MIX NO 66 'Fl, TYPE OF CEMENT II UNIT WEIGHT 'PCF TICKET NO 137464 MIXING TIME 60 MIN CONCRETE TEMP 85 °F WATER ADDED ATSITE - '' .' -, ' '.- AMBIENT TEMP 70 '°F AUTHORIZED' BY ' . '. . .,. ' ADMIXTURES POZ 2 ' '1 SLUMP _-4.0 IN , I GROUT AID -4 - 4 S , -.- -. . • . REMARKS, • '4', , '- ' , - -, , 4 .4' - - - - DISTRIBUTION (2)' ROLL CONSTRUCTiON CITY OF CARLSBADBLDG. INSPECTION 'DEPT.; 'Respectfully Submitted, - , - 4' 4: 0 COMPRESSIVE STRENGTH DOES NOT CONFORM II] 4" 93. Oct 15 4' __ SET 3587 'AGE - LAB NUMBER (DAYS) DATE NOMINAL SIZE ACTUAL AREA (SO.' IN.) LOAD (LBS) STRENGTH (PSI) TYPE OF FRACTURE .. - - - ,, Oct 18''- 6X12 -28.46-'- 98500V -- 3461 B 28 Nov 08 46X12 28 46 C 28 Nov-08 6X11 - - . HD .28 Nov 08,- - .__4 - . - 0 0 -- _•4 , -• MONTANA Testing & Gedtechnical, inc. 2992 La Palma, Suite A Anaheim CA '92806 Tel (714) 632-2999 Fax (714) 632-2974 - - : 'REPORT OF CYLINDER TESTS •. , - - - - CITY OF CRLSBD-BLDG INSPECTION DEPT."..PROJECT 0. .867-9 ( 2075 LS PALMAS PROJECT CHER CcRLSBcID; ,Cfl92009 ' - -, PROJECT ADDR.CRLSBPD, BP/OSANO P3-512 PLAN FILE NO. çJENjKOLLCoNSTRucT.ION l -I SPECIFIED STRENGTH 3500 Psi CAST BY PH ' - ON 93"0t.'11-' DATE RECEIVED 93. Oct. 12 LOCATION SLAB AND ,DECK, ROOM 505 CONCRETESUPPLIER ESCONDIDO READY MIX ... . AIR % - MIX NO.,675P TYPE OF CEMENT II " UNIT WEIGHT PCF TICKET NO.1374848 'MIXING TIME 4 MIN ' CONCRETE TEMP. 76. ° F ;- - WATER ADDED AT SITE 10 - - - - ,. - AMBIENT TEMP 69 0 F ,'' AUTHORIZED BY C'ONTRCTOR - ' ••- ADMIXTURES - " SLUMP 4 0 IN - '- 4- 14 REMARKS 1' '. -' --- •. - -• -,.: ,::-.- • - - -- •• L-.'- 4 , fr 4-DISTRIBUTION () ROLL CONSTRUCTION - •-• .- ?CITY OF CRL5BD-8LDG £Nr-'FCTION DEPT. - Respectfully Submitted, El CONFORMS COMPRESSIVE STRENGTH:,DOES NOT CONFORM 4- 9 3. Oct 18 - - - CONG.. °LOK W/ s5 :.. 8'P.C. - VT. - ON c_.• 4 .1 320 ..0,C. HPIZ. GROLTr ALL W.S ,saio b -a5 DOWEL ': -I-I/2 3-1/T .: CONT. 1 ioccc ELOCK W/-n6 • 13' O.C. EACH PAGE 2 -4 • 16' O.C. Lp . TYP HOR2. 1 /2'. EXPANSION JONT IT?., 1; CONC.RA? I8':O.C. EAa-4 .y : . : - :H uw I -t ORANGE/LOS ANGELES COUNTY 2992 LA PALMA, SUITE A ANAHEIM, CA 92806 (714) 632-2980 FAX (714) 632-9209 SAN DIEGO COUNTY 9240 TRADE PLACE, SUITE 100 SAN DIEGO, CA 92126 (619) 536-1102 FAX (619) 536-1306 incoipoicited SPECIAL INSPECTOR'S REPORT INLAND EMPIRE 1906 ORANGE TREE LANE, SUITE 240 REDLANDS, CA 92374 (714) 792-4222 FAX (714) 798-1844 COVERING WORK PERFORMED /REINFORCED CONCRETE 0 STRUCT. STEEL - SITE WHICH REQUIRED APPROVAL BY 0 POST-TENSIONED CONCRETE 0 STRUCT. STEEL - SHOP THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY . 0 ARCHITECT ?VA -01 tc FOR WEEK ENDING 1-1 c- 3 JOB NO. -cff - 1-47 ENGINEER - REPORT NO. INSPECTOR ccz PG D OF —c CONTRACTOR L..L —0 PLAN FILE NO. NIA BLDG. PERMIT SUB-CONTRACTOR --A PROJECT NAME p E-g... LAB RECEIVING SAMPLES 7-CC,f(j PROJECT ADDRESS g REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineeretc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. 4 I SP.DATE 33 T-t ç— ri. __________ S b' Et Th r -Pe -kL Tt X'Th '-1t 1TI3eJ _______ 1 kt'O bG •)tJ C4-cci 24Psb t',) ct t*s.6_*5_A '-N E %•s - — (,) .4SD tTp ; v-'' rt? c INl,<4 Except as noted above, all work conforms to the approved plans and specifications and applicable codes and regulations. Signature of Spial Inspecto Date of Report Certification Number - MP SET 3456 LAB NUMBER AGE (DAYS) DATE NOMINAL .SIZE ACTUAL AREA (SQ. IN.). . LOAD .. (LBS) STRENGTH (PSI) : TYPE OF FRACTURE 7 Sep 30 6X12 28.46 99250 3487 B 28 Oct 21 6X12 26.46, HC 0.00 - I 0 Orange/Los Angeles County 0 Inland Empire 0 San Diego County I CG 2992 La Palma Suite A Anaheim CA 92806 1906 Orange Tree Lane Suite 240 9240 Trade Place Suite 100 714/632-2980 Redlands, CA 92374 San Diego, CA 92126 •. iflC°1)(Ya!d - fax 714/632-9209 714/792-4222 .fax 714/798-1844 619/536-1102 ' fax 69/536-1306 REPORT OF CYLINDER TESTS . CITY OF CARLSBAD—BLDG INSPECTION DEPT PROJECT NO 2863-79 2075 LAS PALMAS PROJECT NAME SCHUMACHER CARLSBAD, CA 92009 PROJECT ADDR.CARLSBAD BP/OSA NO. PLAN FILE NO. - CLIENT: ROLL CONSTRUCTION SPECIFIED STRENGTH 3000. PSI CAST BY GP' ON 93. Sep.23 DATE RECEIVED 93. Sep. 24 LOCATION EQUIP YARD FOOTING ON GRID LINE 2 BTWN H & I CONCRETE SUPPLIER ESCONDI DO READY MIX . AIR. .' - MIX NO. 355P TYPE OF CEMENT UNIT WEIGHT PCF : TICKETNO.071085 r MIXINGTIME 53 MIN . - CONCRETE TEMP °F WATER 'ADDED ATSITE 5 . . - AMBIENT TEMP - 77 °F AUTHORIZED BY DRIVER ADMIXTURES POZZ . SLUMP 3.0 IN REMARKS I 4 DISTRIBUTION (2) . . . . ;- ROLL CONSTRUCTION . . . . . . .: . . CITY OF CARLSBAD—BLDG. INSPECTION DEPT. Respectfully Submitted, COMPRESSIVE STRENGTH Li CONFORMS - . . . . ". . -• •; •- . •. . DOES NOT CONFORM Li - ,. . . .. . .. 3.Sep..3 ORANGE/LOS ANGELES COUNTY Ic 2992 LA PALMA SUITE A ff - ANAHEIM CA 92806 " - - . .. •'.: (714) 632-2980 FAX (714) 632-9209 incorporated SPECIAL INSPECTOR'S REPORT SAN DIEGO COUNTY 9240 TRADE PLACE, SUITE 100 SAN DIEGO, CA 92126 (619)536-1102 FAX (619) 536-1306 _P INLAND EMPIRE 1906 ORANGE TREE LANE, SUITE 240 REDLANDS, CA 92374 (714) 792-4222 FAX (714) 798-1844 COVERING WORK PERFORMED 0 REINFORCED CONCRETE 0 STRUCT. STEEL - SITE WHICH REQUIRED APPROVAL BY 0 PO-ST-TENSIONED CONCRETE '0 STRUCT. STEEL- SHOP THE SPECIAL INSPECTOR OF •_PINFORCED MASONRY . 0 ARCHITECT 34_(j)._)I'1J e-OMA 60- FOR WEEK ENDING10 / ?.-' I JOB NO. ENGINEER ½ • tt4'ir LC. 5 ç REPORT NO. INSPECTOR 4 J PG ( OF/ CONTRACTOR - PLAN FILE NO. BLDG. PT rz_. SUB-CONTRACTOR -1 PROJECT NAME /.._......,, 1c LAB RECEIVING SAMPLES PROJECT ADDRESS I REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspeed (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineeretc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP. DATE (o-1 -1) c. c & oun U4I/ç m ,vo Ic CJ 4p A Or'.k t 5cr)Ar; I4 IJ4 e,.i11ds1,t' INITI Except as noted above, all work conforms to the approved plans and specifications and applicable codes and regulations. i'O- RJ 111(f j/ Signature of Spe al Inspector Date of Report Certification Number MP ICGI inco;porateci SPECIAL INSPECTOR'S REPORT ORANGE/LOS ANGELES COUNTY 2992 LA PALMA, SUITE A ANAHEIM, CA 92806 (714) 632-2980, FAX (714) 632-9209 SAN DIEGO COUNTY 9240 TRADE PLACE, SUITE 100 SAN DIEGO, CA 92126 (619) 536-1102 FAX (619) 53671306 INLAND EMPIRE 1906 ORANGE TREE LANE, SUITE 240 REDLANDS, CA 92374 (714) 792-4222 FAX (714) 798-1844 COVERING WORK PERFORMED XREINFORCED CONCRETE 0 STRUCT. STEEL - SITE WHICH REQUIRED APPROVAL BY 0 POST-TENSIONED CONCRETE 0 STRUCT. STEEL - SHOP THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY . 0 ARCHITEC . . 4ct,c FOR WEEK ENDING JO NO. - J-O79- 77 ENGINEER J z,n REPORT NO. INS CTO c PG OF CONTRAQTQ. ,f// t,tcirucJcè1 PLAN FILE NO. Fe SlOG. PERMIT I QS - 57 SUB-CONTRACTOR PROJEC AME ci17eI,7z4er LAB RECEIVING SAMPLES • REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific ar'in y4 spected (floor, PROJECT ADDRESS— gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP DATE etfi /4 pavor p y pe 75?Y(o?1 //oaii &j 1p€27a e 7 " INITIAL Except as noted above, all work conforms to the approved plans and specifications and applicable codes and regulations. -;w, Z?- 9-29-93 Signature of 9ptiaI Inspeclor ç--,F Dale of Report Certification Number AD 7/On ICG 'incorporated SPECIAL INSPECTOR'S REPORT ORANGE/LOS ANGELES COUNTY 2992 LA PALMA, SUITE A ANAHEIM, CA 92806 (714) 632-2980 FAX (714) 632-9209 SAN DIEGO COUNTY 9240 TRADE PLACE, SUITE 100 SAN DIEGO, CA 92126 -t ,- (619) 536-1102 FAX (619) 536-1306' - INLAND EMPIRE 1906 ORANGE TREE LANE, SUITE 240 REDLANDS, CA 92374 (714) 792-4222 FAX (714) 798-1844 COVERING WORK PERFORMED 0 REINFORCED CONCRETE 0 STRUCT. STEEL - SITE WHICH REQUIRED APPROVAL BY 0 POST-TENSIONED CONCRETE 0 STRUCT. STEEL - SHOP THE SPECIAL INSPECTOR OF X'REINFORCED MASONRY 0 AACHITE7f-J.. FOR WEEK ENDING ZqJ-c779-q4 ENGINEER REPORT NO. PEC OR e zAhx PG OF CONTRAC 0 • PLAN FILE N NO. /BLDG. PERMIT SUB-CO CTO NTJi/d/'lD_/i1My PROJEC AME 4iiJfkefr LAB RECEIVING SAMPLES 7-Z L'.,&Ae,,,i PROJECT ADDRE /' //op,'ziy (2b% REPORTING REQUIREMENTS: Only one permit no. reported per Sheet. Identify type of work, item & specific area irpected (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify.accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shdp drawings. SP. DATE IN 117 Z? nez/ 1ocii I '4 i ", 4' tm 60,6 7S /,6L /fv72 7-12 1: i6Jmf9/5 4riL INITIAL . Except as noted above, all work conforms to the approved plans and specifications and applicable codes and regulations. Signature of 'ciaI Inspector - Date of Report . • • Certification Number ' ORANGE/LOS ANGELES COUNTY SAN DIEGO COUNTY. . -. 2992 LA PALMA, SUITE A 9240 TRADE PLACE, SUITE ioo.ç - ANAHEIM, CA 92806 : SAN DIEGO, CA 92126' : (714) 632-2980 FAX (714) 632-9209 (619) 536-1102 , FAX (619) 536-1306 . INLAND EMPIRE 1906 ORANGE TREE LANE, SUITE 240 REDLANDS, CA 92374 (714) 792-4222 FAX (714)798-1844 I I ICG incorporated SPECIAL INSPECTOR'S REPORT COVERING WORK PERFORMED XREINFORCED CONCRETE 0 STRUCT. STEEL - SITE WHICH REQUIRED APPROVAL BY 0 POST-TENSIONED CONCRETE 0 STRUCT. STEEL - SHOP THE SPECIAL INSPECTOR OF •D REINFORCED MASONRY 0 ARCHITECT - FOR WEEK ENDING JOB NO. ENGINEER REPORT NO. INSPECTOR -Jae PG OF CONTRACTOR PLANFILENO. __BLD&PERMIT '73-5iZ SUB-CONTRACTOR PROJECT NE LAB RECEIVING SAMPLES JCt _2cc'z_L-' PROJEC ADDRESS 1q61?__ REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineeretc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or Shop drawings. INSPDATE/ / /'/MfrflhiTycS7e/jk w/ c c/ ii ,, INITIAL Except as noted above, all work conforms to the approved plans and specifications and applicable codes and regulations. 13 / ________ . 6,6 Signature ofyiaI -Inspector 'c,.i' ale of - eporl . Certification Number 1CG: incorporated SPECIAL INSPECTOR'S REPORT ORANGE/LOS ANGELES COUNTY 2992 LA PALMA, SUITE A ANAHEIM, CA 92806 (714) 632-2980 FAX (714) 632-9209 SAN DIEGO COUNTY 9240 TRADE PLACE, SUITE100 SAN DIEGO. CA 92126 - (619) 536-1102 FAX (619) 536-1306 INLAND EMPIRE . 1906 ORANGE TREE LANE, SUITE 240 REDLANDS, CA 92374 (714) 792-4222 FAX (714) 798-1844 COVERING WORK PERFORMED 0 REINFORCED CONCRETE 0 STRUCT. STEEL - SITE WHICH REQUIRED APPROVAL BY fl POST-TENSIONED CONCRETE 0 STRUCT. STEEL - SHOP THE SPECIAL INSPECTOR OF REINFORCED MASONRY ARCHITECT., -. FOR WEEK ENDING OB NO. ENGINEER REPORT NO. INSPE . PG OF CONTRACTOB PLAN FILE NO. I RLD9F PERMITj-57Z SUB-CONTRACTQR ,q' PROJECT NAME ____Onh ________________________ LAS RECEIVING SAMPLES / c zc'q' i PROJECT ADDRESS..—. q /?Zr 61411154-5 A4U CPF REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific areaspected (floor, gridlines, etc.); identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP. DATE 7/2/ iiL 'r— e'rhi / /P771 4 o//oo½i a 4 8" c p - ?/9 d INITIAL AUT Except as noted above, all work conforms to the approved plans and specifications and applicable codes and regulations. 28 - - Signature op'eciaI InspecIor Dale of Report Certification Number lAD 7/Ot c D Orange/Los Angeles County. 0 Inland Empire 0 San Diego Cunty 1CG 2992 La Palma, Suite A 1906 Orange Tree Lane 9240 Trade Place Anaheim, CA 92806 Suite 240 ,' Suite 100 714/632-2980 Redlands, CA 92374 San Diego,,CA 92126 inXorporated. fax, 714/632-9209 714/792-4222 • fax 714/798-1844 619/536-1102 • fax 619/536-1306 REPORT OF MORTAR TESTS (DUPLICATE) CITY OF CARLSBAD-BLDG. INSPECTION DEPT. " PROJECT NO. 2075 LAS PALMS PROJECT NAESCHUMA, CARLSBAD, CA 92009 PROJECT ADDRCARLSBAD BP/OSA No. PLAN FILE NO. CLIENT: ROLL CONSTRUCTI ON SE-r3507 LAB NUMBER AGE (DAYS) AT DATE " NOMINAL , , SIZE' ACTUAL AREA (SQ. IN.) , LOAD (LBS) ' STRENGTH (PSI). TYPE OF' FRACTURE MA 7 Oct 06 2X4 , 3. 14 2950 (9~3 9~ MB 28 Oct 27 2X4 ' 3. 14 MC 28 Oct 27 2X4 , 3. 14 SPECIFIED STRENGTH 1800 PSI CAST BYCLI ENT ON 93. Sep. 29 DATE RECEIVED 93. Se p. 30' LOCATION GENERATOR ENCLOSURE 2ND LIFT CONCRETE SUPPLIER JOBSI TE MIXED AIR' MIX NO. SITE MIX TYPE OF CEMENT ' ' UNIT WEIGHT PCF TICKET NO.' MIXING TIME MIN , CONCRETE TEMP ° F WATER ADDED AT SITE AMBIENT TEMP ' 70 ° F AUTHORIZED BY ' ADMIXTURES SLUMP IN REMARKS ' ' S . DISTRIBUTION (2) ROLL CONSTRUCTION. ' ' , •. . CITY OF CARLSBAD-BLDG. INSPECTION DEPT. Respectfully Submitted, COMPRESSIVE STRENGTH: , ' LI CONFORMS DOES NOT CONFORM LI 93. Oct . 06 MONTANA Testing & Geotechnical, Inc 2992 La Palma Suite A Anaheim CA 92806 Tel (714) 632-2999 Fax (714) 632-2974 - - - - 4.. REPORT OF GROUT TESTS - - --- -.. CITY OF CRLSBcD—BLDG INSPECTION DEPT PROJECT No. 2863-79 2075 LS PALMAS . '- PROJECT NAME:-SGHCI4ER CARLSBAD, Ch' 9.009 • - PROJECT ADDR.CRLSBD BP/OSA NO. PLAN FILE NO. CLIENT: ROLL CONSTRUCTION -. - •-. --•. sE-r 3543 AGE DATE NOMINAL ACTUAL AREA LOAD STRENGTH TYPE OF LAB NUMBER (DAYS) SIZE (SO. IN) (LBS) (PSI) FRACTURE GA 7 Oct 08 3X4X6 13.'04 29250 GB 28 Oct 29 3X3X6 9.00 - HC 00O r SPECIFIED STRENGTi2@O@jPSI CAST BY JD ON 93 Oct.1 'DATE RECEIVED 93. Oct. 05 I , 4. = -- •.-. LOCATION 8 CMU. WALLS FOR GENERATOR ENCLOSURE - - - - . CONCRETE SUPPLIER ESCOND1DO READY MIX AIR - MIX NO. 88-163 TYPE OF CEMENT - - UNIT WEIGHT . PCF -. TICKET NO 137984 MIXING TIME 80 MIN CONCRETE TEMP 78 OF WATER ADDED AT SITE .. AMBIENT TEMP 75 ° F AUTHORIZED BY CONTRAC1 OR ADMIXTURES -SLUMP 4 0 IN REMARKS 4 4.. 4. DISTRIBUTION (,) ROLL CONSTRUCTION CITY OF CARLSBPD-BLDG., INSPECTION DEPT. • •. 4 4••4 • 4 - ¼ Respectfully Submitted, - tT" LICONFORMS COMPRESSIVE STRENGTH:DOES NOT CONFORM LI 9Oct08 S • .- -- - ..- S E. Orange/Los AngeIes:County 0 Inland Empire 0 San Diego County 1CG 2992 La Palma, Suite A 1906 Orange Tree Lane 9240 Trade Place Anaheim, CA 92806 Suite 240 Suite 100 714/632-2980 Redlands, CA 92374 " San Diego, CA 92126 rnC(YJ')OrateCl fax 714/632-9209 714/792-4222 • fax 7141798-1844 619/536.1102 • fax 619/536-1306 REPORT OF CYLINDER TESTS (DUPLI CATE) CITY OF CARLSBAD-BLDG. INSPECTION DEPT., PROJECT NO. 2863-79 2075 LAS PALMAS '. PROJECT NAIUMACHER CARLSBAD, CA 92009 PROJECT ADDRCARLSBAD BPIOSA NO. PLAN FILE NO. CLIENT: ROLL CONSTRUCTION sET 506 LAB NUMBER AGE (DAYS) DATE NOMINAL SIZE ACTUAL AREA (SO. IN.) LOAD (LBS) STRENGTH (PSI) , TYPE OF FRACTURE A 7' Oct 06 6X12 L18. 46, 88500 B 28 Oct 27 6X12 28.46 C 28 Oct 27 6X12 28.46 SPECIFIED STRENdTH.300O PSI CAST'BYCLI ENT LOCATION EQUIPMENT YARD WALL ON 93. Sep. 29 DATE RECEIVED 93. Se P. 30 CONCRETE SUPPLIER ESCONDI DO READY MI X , AIR ' . MIX NO. 67P TYPE OF CEMENT ' UNIT WEIGHT PCF TICKET N0078264 MIXING TIME . MIN ' CONCRETE TEMP 74 O F WATER ADDED AT SITE S ' ' AMBIENT-TEMP ' 70 O F AUTHORIZED BY - S . ADMIXTURES POZZ SLUMP 4•0 IN REMARKS 4 . . S S • . • 5 DISTRIBUTION (2) . ROLL CONSTRUCTION . • • S - S CITY OF CARLSBAD-BLDG. INSPECTION DEPT.- • S S S Respectfully. Submitted, CONFORMS - S S •• ' S , • , - COMPRESSIVE STRENGTH: DOES NOT CONFORM 93. Oct. @6 - ______ - .. ., -. • • ' /X. VtSIALA PUNIER SEAL Of FIPRO•AJDFEPAP(ER SIUCONE SEALANT Al A MN. 1/4 CROWN FORMED MOUND THE !*J.1 GAP CLOSURE. / 7 - . /Z E \ ctwoc ( SEALANT W1HAMN. 1/(CR(M4 FORMED AROUND 1HEDtt GAP C1OSUREPQKW. 0N'4STA[IJNG COVER GYP PIECE 2 LAYER OF 5/lTr I TYPE X DRYWALL \fostened at stud wall and roof. 1 LAYER OF5/B' TYPE X DRYWALL - 0000 V A .. Q 2 1/2 MN. WIDE STEEL METAL 'STUD TYPE WALL CHANNEL STUD SPACED A MAX. OF24 IN. OC 4 7n 10h?L2/flS . FPRO A/D FIREBARRIER KOLL CONSTRUCTION fl41EI /V_fl'93 J K*I - - SCHUMACHER INC. scme IQ Wf: GAP AT TOF OF RATED WALL 2 HOUR F RATING. BASED ON UL V& 8006 W13042&V&I05O fl-93-SC A MONTANA 4 c. Testing & Geotechnical, Inc. 2992 La Palma, Suite A • Anaheim, CA 92806 Tel: (714) 632-2999 • Fax: (714) 632-2974 SPECIAL INSPECTOR'S REPORT 41 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF I 0 REINFORCED CONCRETE I I 0 POST-TENSIONED CONCRETE I 0 REINFORCED MASONRY I 0 STRUCT. STEEL -SITE 0 STRUCT. STEEL -SHOP W ARCHITECT Th FOR WEEK ENDING 2 ppj I - ENGINEER) c REPORT NO. 2. INSPECTOR "/m"fr- PG / OF / COT77 I'LAN FILE NO. I I BLDG PERMIT e q SN TRAC,R 5S.4 PROJECT NAME LAB RECEIVING. SAMPLES REP&Z REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (flj PROJECT ADDRESS- / gridlines etc.), identify all joints when inspecting welds and bcts; identify accepted/rejected work by item and specifir location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP. DATE 4 pAJ /2 4/i se,-i''c-L iW— (J) 7 ____ Aet±cJi,i *J1Z: i4I q'LZ /) 1 - 9X 2 c r ,'o- c4rc47 116 ddis /1A*,-,c/ /1ek! L 7 4 4. i d 'e • / 1) INITIAL cept as noted above, all work conforms to the approved plans and specifications and applicable codes r tio s Lizii99/~ Signature of Spec a Inspector Date of Report Certification Number MONTANA SPECIAL INSPECTOR'S Testing & Geotechnical, Inc. REPORT 2992 La Palma, Suite A • Anaheim, CA 92806 Tel: (714) 632-2999 • Fax: (714) 632-2974 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 POST-TENSIONED CONCRETE 0 REINFORCED MASONRY 0 STRUCT. STEEL - SITE 0 STRUCT. STEEL -SHOP i FfreP/ltV1dIvç ARCHIT CT 47 6?42/ Fi1Si, rl FOR WEEK ENDING 2 -- PRJ. NO. - 3 77 ENGINEER - 37IG1v /7 t1 ,04 --- REPORT NO. INSPECTOR 42e,7 rn/m3- PG / OF / CONTRNR (1 /I (ic1yzid—ie! PLAN FILE NO. gc-'/ BLDG. PERMIT ACW !JH0?J- SUZONTRACTW ,4 / ' /i, / PROJECT NAME 3q , LAB RECEIVING PLES ñ277) ç PROJECT ADDR S f 4Ig,y 42? k- REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspect6 (floor, gridlines etc.), identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP. DATE 2-2 1fl' 4 SbII- e /7 -e4L-4 ,1L 42 a 4',-i /1 ozz 42 ' /_"-1' it' ti>o,lo fr 2)4e 4- 1- /Zcr,i t's-1. 7h 1AIóS yi'rieCi-I c7t/)'(1r-ç/ Q/cj,ifa1i'- j ,e c 0'-1 I /- 'r'C-.. 41 frt°'i An m-e I'c/J ht__`&?1i iflf, IS -MP. cz- ir'i I-rb/--' Vaf11/2 _/á,L/.)..,tYr_brn'c A/ JX12, 12I/rJ INITIAL /_xcep as noted above, all work conforms to the approved plans and specifications and applicable codes r I io Signature of Special Inspector Date of Report Certification Number PROJECT NO: 2, LAB NO: CLIENT: SAMPLED BY:1j, t°p PROJECT NAME: , pJ) ,. DATE: MATERIAL ID: z' DATE RCVD: SOURCE: TESTED BY: LOCATION: )1—/ )t,:,L DATE: 2992 La Palma Ave, Ste A Anaheim, CA 92806 Other Offices In Irvine. San Diego and San Bernardino. phone: (714) 632-2980 fax: (714) 632-9209 FIREPROOFING DEPTH REPORT CODE YEAR IN FORCE, per project documents? /gf'// (after 1991, for 1/8" In the above Instructions, substitute: 1/4" If reqd 't' 1", or 25% If reqd 't' is <1".) REQO 't' FROM: Architect's Approved Tabulation N01216 OR Architect's Reference ,VDIL/,C complete reference description - FLANGE TIP HALF-THICKNESS ALTERNATE: Permitted? Elected? - TEST MEMBER LOCATION - TEST MEMBER DATA THICKNESS MEASUREMENTS (Inches) FLR TEST AT OTHER MEMBERS REPRESENTED PRIor SEC TYPE SIZE RATING (hrs) '4iR fj.ifllr C-QM 'RkflT F41U -,rl P AVG t' REQD L V)(411 1144 4 7/.// le 7' if 2. " S" /' ± /V k',2/ AiJ 5-r- L_ ' -1/I/ /' 5/I1 L / ;r /1/ 54" ' ',w' '/i " / 4' ." eS. m/?eS) 2P7. L1>,j /2j FPTHK.FRM: v1.0 dz iv, 17(ê *,e_ ip A1.' 17) ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468. DATE: g'— i''_9' JURISDICTION: 0_tT'-7 0F, PLAN CHECK NO.: - SET: _LL PROJECT ADDRESS: . 1ff P/L OA 1- fA-'Mq PROJECT NA.ME S JURISD.ICT PLAN CHECKER []FILE COPY .CJ-UPS o DESIGNER E] 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- des identified S are resolved and checked by building department staff. . -. D. The plans transmitted herewith have, significant, deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fi The check list transmitted- herewith is for your information.. -The plans are being held at Esgil Corp. until corrected plans are submitted for recheck D- The applicant's copy, of the check list is- enclosed for the jurisdiction to return to the applicant contact person The applicantSL copy of the check list has been sent to Egil staff did not advise the applicant contact person that plan check has been completed Q'Esgil'sta',,.did advise applicant that the plan check has ' been comp]e1ted. Person'conta'cted: . - Date contacted Telephone # REMARKS.: , 4-Con or r- . f=7/J'L 4 - k5/J— Te.4r7#) 3-r -s, . By: EncloCures:,___________________ ESGIL CORPORATION 6 ------DGA 0CM —1 ESGIL CORPORATION 9320 CHESAPEAKE DR.SU1TE 208 SAN DIEGO,CA92123 (619) 5601468, DATE: - 1-1 . DAPP ICANT - . U ISDICTIO JURISDICTION: OF PLANCHECKER tl DFILE COPY PLAN CHECK NO: ? 5' SET: DUPS DDESIGNER PROJECT ADDRESS: ! 7 PROJECT NAME: El The plans transmitted herewith havebeencorrected where necessary and substantially cornply,with the jurisdiction's building codes. E The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved nd checked by building department staff. a The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant cOntact person. The applicant's copy or.-the-check list hasbe'en' sent to: IL PiZ,P(/j . 70 5 S # a a $ P1 '& C4. Esgil staff didnot advise the applicant contact person that plan check has been completed. . J Esgil staff -did advise applicant that the plan check has been completed. Person contacted: Date contacted:__... •Telepone REMARKS Pt Eo*-s g &E ,cri'i&p t', tc.&T/ OA .... By.:t9-& DO(.IE,'J7 Enclosures:___________________ ESGIL CORPORATION 7/3 GA 19 CM . 4 a JURISDICTION: 0-L-15i1P Date plans received by plan checker: 7J?3 PLAN CHECK NO.:. ?-3 - ____Date plan recheck completed: 7/2i/?3By:/9ÔL)/EJ7 PROJECT ADDRESS: /962 1714 t- O/.4/ O)qJt 4J/9&J TO: /LL.. RECHECK PLANCORRECTIONSHEEI FOREWORD:PLEASEREAD 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. PLANS 1. 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: £sbiL G 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. G 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 LL-Provide a statement on the Title Sheet of thp- -Title plans that this project shall comply with 24 and 1991 UBC,.UMC and UPC and .1990 Exit signs are required whenever two e:its' are - required. Show all r equired exit ;s.-C .11 - locations. Section 3314 (a). 4.7. Exit doors should be a miniu size of 3feet by 6 feet 8 inches with a minimum door swing of 90 degrees.. Maximum leaf . width is 4 feet. Section 3304(f). thtk_ 4"2' Ex.t doors should sing .n the drecUo' of egress when serving -an occupant load of 50 or more or when_eryin2._any_ha.ardousarea. Sect-ion 3304(b). Appliésto door (s) ---.-- Form? Z'Ot( •3p . .- . . . . - A,e7a ro E,V c S z- ie 1 sJOD 7_i) _ - 911PWAJ OA) ' 1 - i- ,'- t"OT /AJC,P'D IA) Zh . i7t f4-AJ5. __ / C A9 L ii :- ) • NANICAL,;lci', SUECT 94 PLAN 000=108 icr JURIIcX1X: L/3t prii ,.i e, e, -J gr r _ 7 .t 4 C #4 'ec, c..J 7?d Ale ...-i A , 7Z6 I ti_.,* i s .fou or & J 0,V , Sec. 407. FABRICATION AREA (fab area) is an area within a Group H. Divi- sion 6 Occupancy in which there are processes involving hazardous production materials and may include ancillary rooms or areas such as dressing rooms and ol- _________ fices that are directly related to the lab area processes. M,44 _A47rAA,/#\/7'Cf /.1k,'C A'c ,r L4g_er4 ofLV S,','o - r€ Srcr/ous aJ1 c#Jdcc: Sjc.ii 'i/i £61 3 &)i - (— 'a-l...deLr e 4!5W / F.r—i dO A doya / s C a € e.r , (i' d c )c fr1.' U s 4,4 #0 0 6 OV 0 - d/ C ,07/0 /-? .' -- Na r 7s 4U 0 fAeCf ,*t 6a a r Ss rri Co A.) d c. r'd' — S O c 7 i d ? -S ' C 41', 04.) ,44r4 1;.q1cr 1411 i9O-, SOS /3 _97 7 5 5Et 5__A? zro4 (079,7<s9f 1./ir, CA-,, / s .t a f ELaTRePcL - Ve,O yyu* Co&c ttu 2. evCts c#. :_____________ ADX PlAN : 0 0 4.i) U -S Date* 4~±~ Jurisdiction _CARLSBAD preparedbyt S . CI,& , :e 7 P-:: i) (L4 :je:e :-v tç.i10 Bld g. Dept. VALUATION AND PLAN CHECK FEE .0 Esgil PLAN CHECK NO.3 — BUILDING ADDRESS /1- ?ftLOM O.4kS APPLICANT/CONTACT Pr_ 'i7&) PHOiO. 3./O75) S. BUILDING OCCUPANCY DESIGNER PHONE____________ T?E OF CONSTRUCTION I" CONTRACTOR PHONE____________ EUILDING PORTION EUILDING AREA VALUATION VALUE . VULTI?LIER S 2LD S •1 _____ _________ -S I • S .5. . ,•I_ I . _____ I..... Air Conditionin.-....-5. 55• . ... Commercial •• . •• .. . S - • . S Residential . Res. or Comm.-. . S • • . S ?ire SDrinklers - . . . S S S • S Total Value . S .1 ESGIL CORPORATION. 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE ''- _9).5 LIAPPLICANT 2URISDICTIO JURISDICTION: CARLSBAD LAN C . tFILE COPY PLAN CHECK NO: 93- •SET: T ouPs ODESIGNER PROJECT ADDRESS: CALO(-i 14 R- PROJECT NAME: The plans transmitted herewith have been orrected where necessary and substantially comply'with the jurisdiction's building codes. The plans transmitted herewith will, substantially comply El with the jurisdiction's building codes when minor deficien ciesidentified are resolved and checked by building department staff. E. The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck. ' The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck.:,' . The applicant's copy of the check list is enclosed for, the jurisdiction to return to the a'ppiicantcontact person... The applicant's copy of the check list has been sent to 13iit_ (FPGC-A) * 70? 13 7,e -r - s,e) P, &&o C04- Esgil staff did not, advise the applicant contact person that plan check has -been completed. Esgil staff did advise applicart that the' plan check has been completed. Person contacted: - Date contacted: , Telephone # REMARKS i,,i_u.i-,otJ By: 4 O(J7 Enclosures: ESGIL CORPORATION S • . SIGA .CM ,, S PLAN CORECTION SHEET TENANT DR0VXD PLAN CEECK NO 5 - Date plans received by jurisdiction JURISDICTION:CARlSBAD : Date plans'received by Esgil Corporation ,/d(:_p'j 7o1 & '5/k6-r Date initial plan check completed %11A-)P'? & C4 1 2/ 01 Z By /IS& DOL1 7frJ PROJECT DATA Applicant contact person: OANCY: (6 1 ieit?)/71 USE: OF F1 c /')pLcT ,,\JG I • V FOREWORD: PLEASE READ F TYPE OF CONS TRUCTION: Plan check is limited to technical requirements ACTUAL AREA 7'2--i)C__T_T_0iJL ) contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National ALLOWABLE AREA Electrical Code and state laws regulating energy conservation, noise attenuation and access for the STORI & handicapped The plan check is based on regulations enforced by the Building Inspection HEI(E: Department. You may have other corrections based on laws and ordinances enforced by the Planning SPRIN. g_G Department, Engineering Department, Fire Department or other departments Code sections cited are OCCUPANT LOAD: based on the 1991 UBC The circled items listed need clarification, modification or change All items must be R4ARXS satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, 'county or city law. To speed up the recheck process, noteonthislist (or acopy) where each correction item _has been addressed, i _e__plansheet_specification_etc Besureto _enclose the marked up list, when you submit _the revised plans. 'S ' Please make all corrections on the original tracings and submit two new sets of.prints, to: Esgil Corporation, 9320 Chesapeake Drié, Suite 0208, San Diego, CA 92123, (19) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building departnent. Irdicate 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). %D. ;Plans sheet of the plans rrrst be signed by the on responsible for their preparation, even gh there are no structural changes. ness and Professions Code. St eL.O.A) and calculations shall be signed by the fornia 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 troposed under this permit. The value shall include all finish work, painting, roofing, electrical., plumbing, heating, air conditioning, elevator, fire extinguishing systems- and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and 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 1JBC Tables 9-A and 9-B. A complete description of the activities nd 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 storage" shall not exceed the quantity listed in Tables 9-A and 9-B for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. .17. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d). 19. 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. 3' Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof-ceiling assemblies. . C.1tCk. F'N?L se—is of-- F-,.JS z'i 8/4/92 ,. . 2 Identify existing walls to be removed, - existing walls to remain and proposed new walls. Identify bearing walls, 'non-be.aring walls, and shear walls. Show safety glazing in the following locations, per Section 5406(d): Where the nearest edge of .,glazing is within a 24-inch arc of either side of a door in a closed postion (unless theré is an intervening wall between 'the door and the glazing or if the glazing is 51 -0" or higher above the walking surface). Glazing greater than 9 square feet with,, the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor (unless' the glazing' is more than 36" horizontally away from walking surfaces or if a complying protective bar is installed). C. Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor). Provide a section view of all new interior partitions. Show: Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be IC3O approved". Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Wall sheathing material and details of attachment (size and spacing of fasteners). 'Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Provide notes .and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 510(b). Note on the plans: "All interior finishes must comply with Chapter 42 of the tJBC". Specify "Class flame spread rating' (minimum) for yf. Note on plan that suspended ceilings 'shall comply with UBC Tables 47-A and 23-P. ,7. 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). 29. 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 60L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales shall be separated from the public area by a one-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. Section 702(c). An automatic sprinkler system shall be installed in rooms used by the occupants for the consumption of alcohol and in accessory uses, where the total area of such unseparated rooms and assembly uses exceeds 5000 square feet. Section 3802(c). The tenant space and new and/or existing facilities serving the remodeled area must be accessible to , and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The width of the required level area on the 6 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. G Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705(c). -hour occpaicy separation is required ,betwen /HWh'oTc cup ancy and the '/- éf'-Rccupandy. jable 5-B. Ducts penetrating occupancy or area separation 0 walls must have fire dampers. Section 4306 JJ. oPI4-('-1 (!'1+• In areas where the ccupant lead eteee4s—, two exits are required. See 73 (2_6 LI_i Table 33-A. Provide an exit analysis plan (may be 8 1/2" x 11" 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). g, po r, o') OF /4- Ge.oeP * oc pJc21- 4 Foo,e- /4e- Cr-" 2.c0 Ore- H o Sfrp 3P7 S t/V t 7/8/92 3 41 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 one ' exit through' one adjoining room. fevise exits to comply. Section 3303(e). Exit signs are required whenever two exits are required. Show all required exit ':sign locations. Section 3314 (a). Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). Show the locations of existing exits from the building and show the path of travel from the remodel area to the existing exits. Note on the plans: "All exits are to be openable from inside without the use of a key - or special knowledge". In lieu of the above, in -a Group B occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR TO RAIN UNLOCKED DURING BUSINESS }OURS". This signage is only allowed at the main exit. Section 3304(c). Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). Exit doors should swing in the direction of egress when serving an occupant load of 50 or more or whn zprvint, any hazardous area. Section 3304(b). Applies to door(s)_________ Yll Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305. Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. . Corridors serving less than 50 occupants may be a minimum of 16 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). Coridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance or clearly show on plans which of the following exceptions has been satisfied: Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. Exterior sides of exterior exit balconies. C. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or' less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. d. Within office spaces occupied by a single tenant, partial height partitions which form corridors and which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 1705 and are not more than three fourths of the floor- to-ceiling height. Section 3305 (g). - Section 3305(g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. p4. Section 3305(g), Exception 5 does not apply to coon corridors where the corridor serves as an exit for non-office areas (manufacturing, / warehouse, etc.). 5/1 Double acting doors are not allowed when Jo. Section 3305(g), Exception 5 is applicable serving a tributary occupant load of more than only for corridors on one floor; the corridors 100, or when part of a fire assembly, or part on the lower level(s) must be rated' if these of smoke and draft control- assemblies or when lower corridors have openings into them from equipped with panic hardware. Section other levels. 3304(b). . 5/28/92 ' . 4 49. 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 (may be 1" maximum where not used for disabled access). Section 3304(i). Doors should not project more than 7 inches into the required corridor width when fully. opened, nor more than one-half of the required corridor width when in any position. Section 3305(d). Revolving, sliding and overhead doors are not permitted as exit doors if the' occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(h). 52. Provide panic hardware in Group A,E,H-1,H-,}1-3 and I occupancies. Chapter 33. If non-rated corridors are used per Section If a room with an exhaust fan has a door how - 3305(g), Exc. 5, provide a reference to the opening into a rated corridor, show make corridors on the floor plan, noting:- up air will be provided to the room. The door cannot be undercut, nor can a louver in the Corridors are non-rated per Section door be provided. Section 3305(h)1. 3305(g), Exception 5. / If building exceeds two stories and has an Smoke detectors shall be maxiuxn 30' on elevator opening into a rated corridor, show center. ; how the smoke and draft control provision of Section 3305(h) will be met. Either provide a Power supply shall be dedicated branch separated elevator lobby or a second door at circuit. Circuit disconnecting means the elevator entry meeting the provision. shall be accessible only to authorized Section 3305(j). personnel and shall be clearly marked FIPE / ALARM CIRCUIT with a lock-on 1. If a second door is provided at the elevator device, entry, note that it will be readily openable from the car side without a key, tool or If a tenant space utilizes Section 3305(g), special knowledge or effort. Section 5106. Exception 5, then that tenant space shall be separated from adjacent spaces by .a demising 72.New provisions in Chapter 43 of the 1991 UBC wall constructed as for a one-hour corridor require special treatment of penet'ations at wall. fire-resistive assemblies. Provide typical details on the plans showing how the fire- Clearly show where the non-rated corridor resistive integrity will be maintained at the system terminates and a rated corridor system f o 11 owing conditions ( Include the commences. ' manufacturers' names and ICB0 numbers (or equal) for any sealant): . One-hour fire-rated corridors shall have A. THROUGH- PEKETRATIONS (through the entire interior door openings protected by tight- assembly): fitting smoke and draft control assemblies Fire-resistive bearing walls and/or rated 20 minutes, except openings in interior walls requiring protected openings shall walls of exterior exit balconies. Doors shall have penetrations protected with through- be maintained self-closing or be automatic- penetration fire stops having an F- closing by action of a smoke detector per rating, T-rating or complying with UBC Section 4306(b). Doors shall be gasketed to Standard 43-1, depending on their provide a smoke and draft seal where the door locations, sizes and combustibility. meets the stop on sides and top. Section Fire resistive floor/ceiling assemblies 3305(h). shall have penetrations protected with through-penetration fire stops having and j Total area of all openings, except' doors, in F-rating, I-rating or complying with UBC any portion of an interior corridor, shall not Standard 43-1, depending on their sizes, exceed 25 percent of the area of the corridor combustibility and whether the wall of the room which it is separating from penetrations are in walls above. the corridor. Such openings shall be protected B. ?'RANE-PENETRATIONS (through only, one by fixed glazing listed and labeled for a fire- side of an assembly): protection rating of at least 3/4-hour. Fire-resistive walls (whether bearing or Section 3305(h). ' not and whether requiring fire protected openings or not) shall have penetrations Show rated corridors, lobbies, reception or protected with membrane-penetration fire foyers cross-hatched on the floor plans. stops having an F-rating or complying / - with UBC Standard, 43-1, depending on yr. Provide a complete architectural section of ., ' their size and combustibility. Limited the corridor, or exterior exit balcony, steel electrical outlet boxes (not showing all fire-resistive materials and' exceeding 16 sq. in., nor more than 100 details of construction for all floors, walls, sq. in. for any 100 sq. ft. of wall) ceiling and all penetrations. Section require no protection. 3305(g). ' . Fire-resistive ceilings shall have no penetrations, except for noncombustible 68. Show the location of fire dampers. Provide sprinkler pipes and steel electrical fire dampers at duct penetrations of fire- outlet boxes as described above. rated occupancy and area separations, shafts NOTE: The plans should indicate the various and corridor ceilings. Combination fire/smoke fire-stop ratings required for all dampers 'are required at duct penetrations of penetrations. rated corridor walls. Section 4306(j). Provide a note , on the plans stating S "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 4304 and 4305". 5 3/' Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). If nonflammable supply cylinders for medical gas systems are located inside buLldings, show how they comply with UBC Section 702(c)4. ELECTRICAL - 7 . Submit plan showing location of all panels. Submit panels schedules. I Submit electrical load calculations Indicate existing main service size. 80. Indicate existing total main service load. Indicate new additional loads. Indicate wiring method; i.e. EMT, metal flex. Show, exit signs on the electrical lighting plan(s). As per Section 3313 and 3314 of the 1991 IJBC, provide two sources of power to exit signs and exit illumination. 84. Provide receptacle(s) within 25' of HVAC units. UMC Section 509. Provide multiple switch lighting controls per. / Title 24, Part '6. -SEE MEANICAL 8 Provide mechanical ventilation in all rooms \capable of supplying a minimum of 5 cubic feet "p.er minute of outside air with a total ciulation of not less than 15 cubic feet per minu" per occupant. Section 605 and 705, IJBC. Provide "'chanical plans showing existing and proposed HV4C equipment, ducts and access to equipment. Detail acces\ank2n g clearances to HVAC "equipment. , Detail ,dispo condenate drainage from air co its. (UMC Section 510) '\ ,Detail overflow (second'w) condensate discharge from air conditioning ts4that are in a ceiling space. (UMC Section ]'Q) Fire rated corridors are not to be u"d, to convey air to or from, rooms. UMC Sebion 1002. PBThG Provide gas line plans and calculations, showing pipe lengths and gas demands UPC $ection 1219. Prde drain,' waste-and vent plans.' Provi"k .ater line sizing calculations. . UPC Section"\009. Detail hO\f1oor drain trap' seal is to be maintained. NPC Section 707 (floor drain trap priming).. Show P & T va1v'\on water heater and detail drain line route om & T valve to the exterior. UPC Sectio\1007(e). Show 1/4" per 12" slo'k on drain and waste lines. UPC Section 407. '\ Provide a drinking founta'in at each floor level in assembly occupancies\(except drinking and dining establishments). C Section 605. Note on the plans that new water., closets and associated flushometer valves, if\any, shall use no more than 1.6 gallons per\f lush and shall meet performance standards e;tblished by the American National 'Standards Xnstitute Standard A112.19.2, and urinals and asociated flushometer valves, if any, shall useno 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). EKERGY Provide complete energy dsign calculations, 2. hs.1,ding all existing design and new energy. design,.or this building. See attached non- residenti'1-er5y design checklist. For remodels in ±stig conditiond space, show that the remodeled"pac& will not use more energy than the existingpa or show the remodeled space will conform - latest energy design standards. CITY OF CARLAD SIJPPLiT Floor' drains must have auto-pr,ine (City Policy). ' '103. A grease interceptor is required. Show details complying with City Policy 83-34. 104. Roof mounted equipment must be sdreened and .roof penetrations should be minimized (City Policy 80-6). 92 93. 9'. 8/10/92 '• ' . ' . . 6 I 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. 21. No wiring is permitted on the roof ef- a / building and wiring on the exterior of a - building requires approval by. the Building Official. (City Policy) - 108. All roof-mounted' equipment shall be concealed from view. , Provide structural detailing for the screening. All panel boards' shall have a minimum 100 amp / - rating or approved by the Building Offitial. Only tank-type water closets, that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only, when toilets are being replaced in existing, bathrooms or' installed in new bathrooms. MIScELLANIS Please see additional corrections or remarks that follow. ' - 6To speed up the recheck process, note on this list (or a copy) where each correction item has ,been addressed, i.e., plan sheet,' note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have 'changes been made to the plans not resulting from this correction list? Please check. 'Yes' ' No. ' The jurisdiction, has contracted wiUiEsgil 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__________________ j at Esgil Corporation Thank you. - - Enclosures: (14 ,Vol 0 A) T/+- f'L, Th'-47 "sr c .4 L S'J'/ r/;:i, 1./C, A)&/A)GFe_ T,9-771&Ai7 /1._/ 6 lJr4VtJG Hu , fl4 r rM 51 r £'? / rs -tJ12 AJC-r .4') 08 S V&1 l)F C' &A - To i/)&o,-i-1 7-0 ri,'-& ,, fl:)/,j) vej) PL,fJi ', 5PC-i/z/c.4 T,O 4Th C4 (L c7 oi} es 4- ôp JL 5 jISDICEICI4: d '-5 ,g Aso - PLAN NUMBER: &-23-93 GLEN ADAIX PLAN'.: D U' Gja,c -' V ae. o loa,, / .i 7•/ __) 4 , ,q j t A &. A.) dGJ / r'o ' ' (C'-,z- S'.c'- Ca". do .0 y/6t45 UL/Lt'-(S /, If Z)' iiT ,.4 C- ,&t . - 77ir Z4' 5rcot?/(ol), C.7/IC )4T90 0 o 't #44 C#4 4- , , 7_4• -, S !2 i40i C'-' SHOW 4 /1 /75 /4CI' ,'4i4?,i., %, A 2/3c Scrcru ?/i (6) 3, An - 7 5 Y$ 7S'-i 04: O#.J c( et A'71 /4 t C# £ i4 - C- .<J 07 lUeC~7 Aijor,-iz#. S-'srcr--, -ICOAJ d'.4 7'c, .j ,4,? cra w , 7,-f /.'J 1bfd L SI-.J VI'l/Od.) /&) ST:cf- 5 - A, ,4r, Sa. S S #4 Sr • ___ £ 4 44 ' $' j IO5 , ,1,4 .C( / #4 L 7 #4er 4e 4 i, c4 '-r riii Sfr' C-)apt /i.4' ci 5 ri-'i 4-1 ! 4 CI Ar c. -/( / 4 iOer ée C ?S r r '*_ C. 7-5 0.5 o c 7 'Jc 0r el 7 4 r S - 4.-j - 3) cs O5 ,-'c7S O' 0 cJ &) 4-d4 7 fi 4p li LrI 7 A/iki c!, ii:i - LC5$ 7 /o o ,'., .4 1 11 • DISABLED ACCESS REQUIREMENTS FOR REMODELS - REMODELS $75 ,187 AND HIGHER (including alterations, structural repairs, additions, When remodels are valued over $75,187 and specific -access tenant improvements and occupancy changes) requirements cannot be -met: - 1 The law allows cqtiivalenLf facilities to be accepted if strict compliance with the regulations would create an A GENERAL unreasonable hardship. Full access compliance is required for remodels including 2 Access cannot be waived unless there are physical or (i Path of travel to remodeled area legal barriers that prevent providing either full access Parking compliance or equivalent* facilitation compliance When Walks both access and equivalent facilitation are waived by Hazards the enforcement official, ratification is required by asi Curb Ramps Appeals Board Ramps Elevators MULTI-FlOOR REMODELS Primary entrance to remodeled area IxcepIions and exemptions (a) Entrances - - - 1. Provisions for Upper and Lower floors: The Health and - Exit Doors Safety Code Section 19955.5 says that, "In privately- 8.(b) Sanitary facilities serving remodeled area.,rnu funded lLi-sloricd passenger vehicle service stations, - 4. Drinking fountains and telephones serving remodeled area, shopping centers, offices of physicians and surgeons, and office buildings, subject to this code, floors or - S - REMODELS LESS MAN $75,187 S -. - S -- - levels above and below the first floor or ground level When remodels are valued at less than $75,187 access compliince are .exempt from these requirements' if a ramp or elevator may be limited to the specific area being remodeled when an - is not available to provide public access to such floors - - unreasonable hardship is determined by the enforcing agency. - - - - or levels." S S S 1. Staff determination of unreasonable hardship shall be 2. Health and Safely Code Section 19956 says that, "In made on Form IICA-1, which shall be filed in the project privately-funded multi-storied buildings, floors or file. - • - - S levels above the first floor or ground level are exempt 2 When the required work outside of the remodeled area (l .a from these requirements if a reasonable portion of all through 1 1 above) exceeds 10% of the cost of the work to ficilities and accommodations normally sought and used • be done in the remodeled area, an unreasonable hardship by the public in such a building are accessible to and shall be found to exist (criteria is staff guideline).*usable by disabled persons." 3 The unreisonable hardship finding may be by observation when obvious. Form IICA-1 should describe the obvious. - - S - D \general\disabled ieq TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction___________________________ N o.? 3 - -L. 71d-"S rr ftr References totttirntmf to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix "3" is for Part 3 (California Electrical Code). Prefix "5" is for Part 5 (California Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEV0PMD1 - G H DICAPPED PARKING SPACES Provide handicapped spaces. 2-7102(b) Space shall be so located, that handicapped persons are not compelled to wheel or walk behind parked cars other thin his/her own. 2-7102(c) Parking space shall be a minimum of 9 ft.x18 ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). Maximum slope of parking surface in any direction shall not exceed 1/4" per foot. 2-7102(e). Parking space(s) shall be identified with the International Symbol of Acessibility on ref lectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36"x36" and painted at the back of the parking stall). 2-7102(f) Entrance to parking area (or at each stall) shall have a sign stating that - unauthorized vehicle(s) parking in handicapped space(s). may be . subject to tow-away. 2-7102(f) ••• g.. If covered parking is provided, then a reasonable portion of the total number of stalls reserved for the disabled shall also be covered. 2-7102(a) h. Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102(g) (3 CURB RAMPS Curb ramps shall be located wherever pedestrian path. - crosses curb. . (2- 7103(a)) . .. Curb ramp shall be 48" mm. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) A level 48" mm. depth landing is required at .top of curb ramps over entire curb ramp width. 2-7103(d) if no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) Surface is to be slip resistant and a contra.sting finish from adjacent sidewalk. 2-7103(f) Border markings shall be 12" wide of l/le"xl/L#" grooves, 3/4" apart, located at top.a.nd sides. 2-7103(h) (j) 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. 2-7101(a) walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) Walk width shall be 48" minimum, and shall have slip-resistant surfaces. 2-3325(a) . . The maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 Gratings are not allowed whenever possible. 2-3325(b) At each gate or dàor a 60"x60" level area is required when the gate swings toward the walk. 2-3325(e) A 48"x44" deep level area is required when the gate swings away from the walk. 2-3325(e) A 24" clear space is required at strike side.of gate or door. 2-3325(e) (9 PEDESTRIAN RAMPS A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) The maximum slope shall be 1 in 12. 2-3307(c.1) ' c. The width shall be 48" minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is 50 or less. 2- 3307(b.1) The surface of ramps shall be slip- resistant. 2-3307(g) A 60" intermediate landing is required at maximum 'elevation change of 30" and 72" landing at each change of: direction (over 30 degrees). 2-3307(d.1) Landings are required at top and bottca. of ramps. 2-3307(d.1) Bottom landing shall be minimum of;72" in the direction of travel. Fig. 2-33- 1A Top landing shall be 60" x 60" minimuz. 2-3307(d.1) 1. When door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.1.) Top landing shall have 60" mm. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d.1) Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307 (e. 1) 1. Ramp handrails shall be continuous, located •30"-34" in height above ramp surface, with 12" extensions beyond top and bottom, and the ends returned. 2-3307(e.1) m. Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-112" from wall. 2-3307(e.1) n. A 2" high curb or wheel guide rail centered 3" ± 1" above ramp surface is required on both sides where not otherwise bounded by walls when; the ramp exceeds 10 feet in length. 2-3307(h.1) • :1 SPECIAL ACCESS LIFTS - Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) The lift platform shall be of sufficient size to accommodate a wheelchair (3011x4811). 2-5107(a) C. There shall be a level and clear floor area or landing (60"x60") at each level for access to the lift. 2-5107(a) IV HAZJJWS' a. Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) Headroom of 80" minimum shall be maintained for walks, corridors, aisles, 'etc. 2-522(f) Protruding 'objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, corridors, etc. 2-522(f) Free standing objects mounted on posts between 27" and 80" above the floor may project a maximum of 12". 2-522(f) e Abrupt changes in level exceeding 4" adjacent to walks, except between walks and adjacent streets or, drives, shall be identified by 6" high warning curbs above walk surface. 2-3326(a) IDIRAJ4CES AND CTR(JLAI10 () TRANCES, LK)ORS, VESTIBULES AND CORPIDOPS All primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) All required passage doors shall have 32" clear opening at 90 'degrees (36" door). 2-3304(f) At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) Threshold shall be no higher than 1/2" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/4". 3304(i.1) Exterior level landing may slope up to 1/4" per'. foot in: any direction for surface drainage. 2-413 Door hardware shall be of the lever or push type, mounted 30" to 44" above the floor and be operable with a maximum effort of.8.5 lbs. for exterior doors and S lbs. for interior doors. 2-3304(c), 2- 3304(i.2) The lower 10" of ' the door shall: be of smooth, plane surface (no recess or trap) 'except at automatic and sliding doors. 2-3304(1.3) 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, 32" clear width opening, within 30 feet of turnstile. 2-3304(1.4) J. There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep In opposite direction of door swing. 2-3304(1.1) I' 1. Approved stairway identification signs shall be located -at each floor level in all enclosed stairways ,th buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lover terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located apprcimately 5 feet above the floor landing iediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. ,Standard No. 33-2. a. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 25103(d.1). At least one elevator in buildings 4 or more stories in height: 80" by 5411, with a 42-inch side slide door. Applies only to: high-rise buildings, AlE/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a min= clear door width of 36". Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. I,. Raised Braille markings and Arabic numerals are required on control buttons and door jambs.. 2-5103(d.1) SANITARY FACIMITIMS TOILET FACILITIES ACCESS a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511.1(a)) b. Doorways shall have 32" minimum- clear opening width. 2-511.1 c. There shall be a level area with 60" clear depth in the direction of the door 4 swing, and a level area with 4.4" clear. depth in opposite direction of door swing. 2-511;l(a) ®MULIIPLE ACCOI0DAII0N TOILET FACILITIES a. Provide clear, area 60" diameter x 27" high - or clear space 56" x 63" x 27" high. 2-511:1(a) k. Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors. 2-33040.1) I. The space between two consecutive doors (vestibule) shall provide a minimum of 48"• clear depth between the open door and a second closed door.Docrs in a series at a vestibule shall swing in the same direction, or away from the space between them. 2-3304(1.1) m. For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. 00RS a. Floors of a given story shall be a coon level throughout or shall be connected by pedestrian ramps, passenger elevatcrs, or s pedal access lifts. 2-522(e) STAIRWAYS 'NOfl: Only applies where disabled access is provided or required to other levels. Treads shall have smooth, rounded e.-posed edges and be slip resistant. 2- 3306(s) Nosing shall not project more than 1-1/2 -inches past face of the rise.- below. 2-3306(s) Risers shall be sufficiently solid. 2-3306(s) The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. 2-3306(r) . E. On exterior stairs, tread shall be marked as noted above.. 2-3306(r) f. Handrails are required on each sideof stairway.' 2-3306 g. Handrails shall be located 30" to 34" above nosing,extend 12" beyond top riser and-12" plus tread, width beyond bottom nosing and returned to wall/newel post. 2-3306(j .1). h. Handrails shall be 1-1/4" to 2" in gripping cross section and 1-1/2" clear of wall. 2-3306(j.1) Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511.1(a) Provide a 28" clear space betwben water closet and fixture or 32" clear spac between water closet and wail. 2-511.1(a) A 48" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. - 2-511.1(a) Water closet compartment door to provide 32" clear width for end entry and 34" clear width for side entry. Door to be self-closing. 2-511.1(a) S1JGLE ACC010DATI0N TO1LT FACILITIES Water closet shall be located 28" from a fixture or 32" from a wall. 2-511.1(a) Minimum clear space in front of water c1cset shall be 48". 2-511.1(a) C. In an existing building, a single accoodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511.1(a) ®GR.L3.EARS AT WATER CLOSET One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36". 2-511.1(a) Ears- shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511.1(a) C.. 'Par fasteners- and mounting support shall- be able to withstand 250 lbs./ft. in bending, shear, and tension. 2-511.1(a) -. . G WA=R CLOSET ' ,•, " .- )eight of water closet seat shill be 1." to 19" 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 c. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more thAn 44" above the floor. 5-1502 d. The force required to activate controls shall be no greater, than 5 pounds force. 5-1502 ' (j URINALS Where urinals are provided, the rim of at least one shall project 14" from the wail and be located 17-" maximum above floor. 5-1503(a) The force required to activate the flush valve shall be 5 As. maximum and located 44" maximum above floor. 5-1503(b) Provide 30" x S" clear floor space for forward approach. 2-511.1(b) a LAVATORIES Provide 30" x 48" clear floor space for' forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.1(b) Provide- clear space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 34". 5-1504(a) Hot water and drain pipes under lavatories shall be insulated. 5-1504(b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-1504(c) e. If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) () TOIIZI ROOM ACCESSORIES Mirror bottom edge shall be located 40" maximum above floor. '2-511.1(b) Toilet tissue dispensers shall be' mounted within 12" from the front edge of toilet seat. 2-511.1(b) Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be' within 40" of floor. 2-511.1(b) 19 SANITARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for 'men, 12" diameter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.1(a) BATHING FACILITIES a. One such facility shall comply' when provided for the public, clients or employees. 2-511.1(a) .b. Shower compartment "shall be!' 1,21' wide, 1.8" deep, with a 36" wide entrance.. 2-511.1(a) c. Show on the plans that the handicapped bathing facilities shall conform' to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. RU:yxTh.TS DRINKING FOyrcLL.IN Drinking fountains shall be within alcoves. The alcove shall be not less than 32" wide by 18" deep. 2-511.1(c) When the -enforcing, agency determines that it w6u1d create an unreasonable hardship to locate the water fountain in an, alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) The surface of 'the path of travel at the water1fountain shall be textured 'so that it is clearly identifiable by a blind person using a cane. The mini textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge. of the water 1 fountain and shall extend, 1 foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on '- each side of-the water fountain. The , wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the - surface of the path of travel. Also, thePe; shall be a minimum of 32' inches clear between the:wing walls. c. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-51e and'5-1507. (i) PUBLIC TELEPHONE a. Provide space 30",x 48" for forward or parallel approach to telephone. 2-511.1(d) V V b. N6te on the plans 'that publiá telephone shall conform to requirements of .Sec. 27511.1(d).. V V flE1Ci.L REQUIP.D.2crS V a. 15, 20 and 30 amp receptacle outlets V shall be installed not less than 12" 'above floor. 3-210-50(e) V b. Center of switches shall be located not less than 36" nor more than 48" above the floor. 3-380-8(c) VPLUMBING REQUIRD'TS - a. Where kitchenettes are provided; at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the s.Tist (i.e., use lever- operated, -push-type; etc.).. If self- V closing valves, are' used, they 'shall remain open for at least 10 seconds. 5-1508 V cJP A OCCUPANCY 1rRncrs 2%' AUDITORIUMS, ASS3LY F.ALLS, t-IATPiS, ETC. Seating and toilet facilities for the V handicapped shall be accessible frOm the; main lobby or primary entrance. 2-611(b) . V This structure, requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be V provided in- a variety of locations so' as to provided a choice of admission prices. 2-611(b) Each wheelchairspace shall be 60" x 30" and level. , 2-611(b) When the 'seating"capacity exceedsV300, the wheelchair spaces shall be in more, than one location. 2-611(b)' ' V This structure • requires seats for semi-ambulant persons. - Clear leg, space shall be at least 24". - 2-611(b) Stages, enclosed - 'and - unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be - .made accessible. 2-611(b) STADIUMS, GRAh'DSIANDS, BLEACHERS, PAVILIONS, GYMNASIUMS V a.' This structure requires - - wheelchair seating spaces. In theaters and auditoriums, the , seating shall be provided in a variety of locations so as to provided a choice of admission prices. - 2-611(c). V V V H b. When the seating capacity. 'e.xce'eds 300, ' the wheelchair spaces - shall be in,more - . than one location. 2-611(c) -C. Ticket booths must be accessible from both sides. 2-611(c) V V Participation areas such as ballcourts, exercise rooms, tracks-, and clubrooms - must be accessible. 2-611(c) -' Spectator. and participant sanitary and locker facilities must confoxm to the V requirements of ,Chapter 2-5. 2-611(c) - - ¼ ri DINING, BAINQUEr AND BAR FACILITIES Access shall be provided at primary entrances. 2-611(d) Wheelchair access shall be provided o all areas where each type of functional activity occurs. 2-611(d) This facility requires - wheelchair seating spaces. 2-611(d) At least one wheelchair seating 'sace shall be provided for. each dining, banquet and bar area. 2-611() ' Access t6, wheelchair seating- spaces shall be provided by 6" minimum clear width main aisles. 2-611(d)- Cafeteria line aisles shall be a mthim.m of 36" clear width. 2-611(d). Access to food, preparation are-as shall comply with previsions for entrance doors and docrays contained. in Secticn 2-3304. 2-611(d) h. Restrooms and powder rooms shall coriorm to the requirements in Section 2-511. 2611(d) RELIGIOUS FACILITIES A sign shall be posted in a prominent place indicating the availability of assistive-listening devices. The sign shall include the international symbol of deafness and wording that states Assistive-listening System Available". ccXJP B OPANCY RrxiJIRIxmrS V Group B occupancies used for -assembly purposes but having an occupant load of less than 50 shall conform to all the requirements for Group A occupancies covered in Section 2-611. 2-712(d) 32<' SALES FACILITIES V - General sales, display and office are-as together with related toilet rooms must be accessible. 2-712(b) Sales employee work stations shall be located on accessible levels. Employee work areas V shall be accessible to employees in wheelchairs, and the customer side of sales or checkout stations, shall be accessible. V 2-712(b) This facility requires -check stands accessible to the physically handicapped, based upon 1 for 8 checkstznds or less, 2 for 9 or more. 2- 712(b) Sanctuary are.asshall be accessible. 2-. 611(e)' Provide wheelchair seating spaces in the sanctuary. Use Section 2- 611(b). 2-611(e) : c. Provide wheelchair access to raised platforms, choir rooms, choir lofts, performing areas and other similar areas. 2-611(e) d Assembly areas along yith enclosed and unenclosed. platforms and stages shall be made accessible. 2-611(e) e. Sanitary facilities shall.l conf6rm to the requirements of Chapter 2-5. 2-611(e) 21. ASSISIIVE-LISmING DEVICES a. 'Assembly areas with permanently installed public address. systems (other than exclusively I for paging or backgroundmusic), shall provide assistive-listening systems for people with hearing impairme.nts. 2-611(f) b. Since the capacity of the assembly area exceeds 99, this facility requires - personal receivers to be available on request. 2-611(1) V Where quick check stands are provided, at 1e.at one shall be accessible. 2-712(b) V ,Check stands shall be made accessible by providing a 36" aisle on , the customer side of the stand. 2-712(b). 1. Accessible check stands shall be V identified by the International Symbol of Accessibility- and shall state, "This 'check stand to be open at all times for handicapped/physically ' disabled customers". .2-712(b) .. V . FITTING OR DRESSING ROOMS a: Where fitting/dressing rooms are provided for male or female customers, one for each type shall be usable by the physicallyVhandicapped. 2-712(b). b. Minimum dimension of room shall be 60" x 60". 2-712(b). V c. Bottom of the mirror shall belocated within 20" of the floor. 2-712(b) d. Height of clothing h'oks shall not be greater than 48" from the floor. 2-712(b) V V 'V • V - C. If the system provided is limited to specific areas or..seats, then' such areas • V V or seats shall' be, within a SO-foot viewing distance of the performing area. ' GROUP H OCCUPANCY RJIKD2crS- 33. a. Acêessible sanitation facilities in all - - Group H Occupancies shall be provided as specified in Chapter 2-5. 2-913(a) b. Accessible floors and levels shall - comply with the requirements specified - - in Chapter 2-5. 2-913(a) -c. Employee work areas shall be accessible by means of a 36-inch mnimum aisle width, and a 32-inch minimum clear . opening door width. 2-913(a) - ADDITIONS, ALTFJiIONS A AS TO EUSTING Bun.DThGS. (2-11oA(b)11) . 3L4. The area of specific addition,.alteraticn 0 and/or -repair, shall-- comply with the provisions of Title 2. Additionally: . ••- •0 ,• 'a. The primary entrance to the building and path of travel to the specific area shall be accessible to the handicapped persons. 'Compliance must be shown, beginning from the existing parking area and leading to - the area of alteration. - - - - b. Existing restrooms, water fountains, and - public telephones - which serve said - - -- specific area must- be shown to be -. accessible to and functional for handicapped persons. - - - c. Information regarding handicapped accessibility shall be posted in lobby - - - - per Sec. 2-522. 0 • ,. -H - • - 0• 0•• - '• 12/29/89. 0 • -, - DOCUMENTATION OF U RP.SONABLE HARDSHIP - Job Address Plan Check No________________ Owner .' Date it is requested that the above:'n1ed project be aranted an excepti9n from the requierfleflts •of the State of California Title 24 handicapped accessibilitY provisions, as specifically noted below: 1 • EXCEPTIONS REQUESTED ESTIIIATED COST OF ITEMS TO BE EXEIIPTED The cost of all construction without excepted items, is: The impact on financial feasibility of the project, if the requested i exceptlon s not approved is:______________________________________ The facility is used by the general public for the purpose of:_______ The exceptions being requested will , not penalize ' handicapped. accessibility as t equivalen raclilties are available as follows: Exceptions requested, and data provided, by NA .. 1NA.LUK. ..TELLPHUNE Deartinent Use Only Findings and Decision of the Enforcing Official: - Signature of Enforcing Official . ' Date HA-1 010190 REMODEL O TE\T IM1O',E1ENT CONSTRUCTION VALUATION The Building Official is mandated by State law to determine the value 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, hea'ir.g, air conditioning, elevators, fire exti.g - uishi.ng systems and any other permanent equipment. Unzor,m Building Code Section 304 (a) ****** SITE CPPLINL.ECOI?LETE. ADDRESS (9 H'4 O-3 h'7?LAN CHECK NO. 3-2-- DESCRIPTION OF PROPOSED WORK_____________________________________________ AREA OF REMODEL________________________________ TENANT IMPROVEMENT_________________________ ADDITION_______________________________ PROPOSED WORK INCLUDES: NEW. SUSPENDED CEILING NEW EVAC NEW FIRE SPRINKLERS NEW PARTITIONS NEW PLUMBING NEW ELECTRICAL YES ': NO YES . NO- Y' S NO YES flNO. YES .NO YES NO HAS A CONTRACTORS ESTIMATE BEEN RECEIVED FOR THE PROPOSED WORK?[ )YEs ( )No ITEMIZED COST ESTIMATE 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 DESIGNER'S ESTIMATE CONTRCTOR'S ESTIMATE OTHER,. DESCRIBE BASIS____________________________ THE ABOVE INFORMATION IS TRUE AND CORRECT, APPLICANT DESIGNER CONTRACTOR PLAN CHECKER USE ONLY THE VALUE IS ACCEPTABLE ' YES .. NO . AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION VALUE. . YES NO BY:________________________________ DATE:_______________________________ - . . .. •, 4/22/8E Page lof2 - Remodel Or Tenant Improvement Information Form Plan File No. 93 5'1 Z jurisdiction_________________________________ Project Address POH'')4 Date________________ REJWE:L OR TENANT IMPROVEMENT BUILDING CODE fl(OR11Ow REQUIRED PRIOR TO PLAN SUBMITTAL In order to complete a plan review of a remodel ot 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. )-r Circle the existing type of construction for this buildin 1, 11-FR., 11-1hr., II-N, 111-Thr., ill-N, IV, V-lhr.,V-N Does this building have fire sprinklers throughout? Yes No Does the proposed project create a chance 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________________________________ )ow many stories are in this building? 0 l -at story is the improvement on?_________________________________________________________________ Does this project involve alterations to: 0 Existing fire walls Yes No Existing floor or roof loads Yes No Existing building structure Yes No Existing HVAC equipment Yes No If "YES", see plO. below Existing electrical service loads Ys No Existing lighting Yes No If "YES", see lO below What is the approximate date that construction of the existing building was permitted? ENERGY CONSERVATION Which of the following were checked and approved for Title 24 Energy Conservation at the time the original building was approved: : Building envelope ---'Yes No HVAC equipment Yes No Area lighting '' - ' Yes No Water heating Yes ' No Will the proposed project significantly alter any element that was approved? Yes, No ' If "YES",' see 010 below HPJDICAPPED ACCESS FACILITIES - Which of the following has been approved -or compliance with the handicapped access standards of Title 24, CAC: Parking & access to the building - Yes No 'Building entrance doors Yes No Building stairs &. elevators - Yes No - Existing public restrooms Yes No 10. ENERGY DOCUMENTATION a. Remodels to existing conditoned spaces require that a Form CF-1 (attached) becompleted, ' signed and, imprinted on the plans. AddItionally, if the building envelope, lighting or HVAC equipment are-to be altered or added, appropriate State required documentation must be submitted. " -... Provide copies of all existing CF-1 Forms for-this building. Provide a copy of any existing approved-energy design for the building., -. - 12/16/87 Page 2 of 2 PLANS Plans shall clearly show all demolition and new construction proposed. Plans shall clearly show exit systems, fire rated construction details, occupancy require- ments, handicapped access provisionsand other requirements necessary to show the work will comply with adopted code ad ordinances. 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 or architect. 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 sions and emergency, lighting when required. if plumbing revisions or additions are proposed provide plumbing layout, details -and specifi- cations. include sizing calculations when necessary to justify pipe sizes. All sheets of the plans are requried to be signed by the responsible designer. Information is provided by Title Datei Jurisdiction_CARLSBAD Prepared by t. Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO - BUILDING ADDRESS /1 pftLo-1e- 'OAkS APPLICANT/CONTACT P'6AJ PHONE NO. Z'3 1-075) BUILDING OCCUPANCY pxoi_____________ TYPE OF CONSTRUCTION.V — i'J• CONTRACTOR PHONE__________ BUILDING PORTION BUILDING ARk "VALUATION VALUE _______________ _____1.14-ULTIPLI ER T, T. 1 • 2L2' I g, I_g2S,5, 40 • ___ _______________ t• 1_ _______________ •1_ __________________ •::. ••i••• _ 1. ______ ___________ Air _Conditionir•..-. Commercial - ••- •• Residential— _1 Res. or Comm.. - Fire_SDrinklers • _____________ ______________________ Total Value 2 1 4100. •. - • Build in Permit Fee S _ /7•__5V Plan Check- Fee S ___•. _._•$03 .COM MENTS- SHEET 1 OF i 12/87 I BUILDING PLANCHECK CHECKLIST SITE PLAN :. . /2nd/ 3rdl 1J 0 0 1 Provide a fully dimensioned site plan drawn to scale Show North Arrow • D. Property Lines Easements Existing & Proposed Structures E. Easements . . Existing Street Improvements F. Right-of-Way Width & Adjacent Streets C~/o 0 2. Show on site plan: .. . • Drainage Patterns . C. Existing Topography, . . . Existing & Proposed Slopes . E 0 0 3. Show on a section drawing or include a note stating that there is .a minimum of 6 difference between the finished floor and the finished grade elevation adjacent to the. structure. .. . . . . . . . . . . 0 0 4. Include note: 'Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less) On. graded sites, the top of any exterior foundation shall extend above .the. elevation • of the Street gutter at point of discharge or the inlet of an approved drainage device, /E3 aminimumof12 inches plus two percenv' (per 1990 UBC 2907(d)5.). 0 5. Include on title sheet .. 5 0 • • , . A Site address . S . .. . . .. B.. Assessor's Parcel Number • 0 - • C Legal Description For commercial/industrial buildings and tenant improvement projects,. include: Total building square footage with the square footage for each different use, existing sewer permfts showing square footage of different uses (manufacturing, warehouse, office, etc or. approved EXISflNG PERMIT. NUMBER DESCRIPTION. S.. . _;• S S . 3 oc,f,a P:\doc9\chid.tbpOOO1.frm . . - Page 1 of 4 . . 0• REV 6/5/92 : .. BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE W 2ndv'3rdv1 ., , •' , .' , . ' . . A!JA, 0 0 6.. Project 'does not comply with the following Engineering Conditions Of approval for (11 Project No Conditions were complied with by: Date ( 2 DEDICATION REQUIREMENTS - ., IL4,A 0 " 0 7. Dedication for all'street Rights-of-Way adjacent to the build site and, any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value 'at or exceeding '$'' -pursuant to Code Section: 18.40.030. Dedication required as follows Attached please find an application form and submittal checklist for the dedication prOcess. Provide the completed application form and, the ,requiiements on the checklist at the time of resubmittal. Dedication comleted by Date IMPROVEMENT REQUIREMENTS 8a. All needed public improvements upon and adjacent to the. building 'site must b constructed attime of building construãtion whenever the value of the-construction , ' •, . exceeds $ - -pursuant to Code Section 18.40.040. ' Public improvements required as follows Please have 'a registered Civil Engineer prepare apprOpriate improverneni plans and submit them together with the requirements on the attached checklist for 'a Separate' plancteck process -through, the, Engineering Department. Improvement plans must be' , approved, appropriate securities posted and fees paid prior to issuance of permit Attached' please find an application, form and submittal .checklist Jor the, public improvements requirements. Provide the completed application form' and, the requirements on the checklist at the time 'Of resubmittal.' - improvement Plans signed by:' ___' - ' ' "Date: 5, . 5 -. 5 5'_._• 5 ., ".. -S... - P \docs\chkl.t\bp000l frm Page 2 of 4 REV 6/5/92 - . t I BUILDING PLANCHECK CHECKLIST 1 sW 2ndV 3rd/ . 0 0 0 8b. Construction of the public' improvements may be deferred pursuant to code Section 18.40.. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement. This agrèément must be signed, notarized... and approved by the City prior to issuance of a Building Permit Future public improvements required as follows El Jt 0 8c. Enclosed please find your Future Impróiement Agreement. Please return signed and notarized Agreement to the Engineering Department Future Improvement Agreement completed by /. Date:_____________ V. - 0 0 8d. No Public Improvements -required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of, ¼ the City Inspector prior to occupancy; - V GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code - / 0 0 0 9a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) "0 12 0 9b Grading Permit required. A searate grading plan prepared by a registered Civil. • Engineer must be Submitted together with the completed application form attached. V V • NOTE: The Grading Permit must be issued and rough grading approval obtainedprior V to issuance of a Building Permit: • - : • V V Grading Inspector sign off by Date E3 o 9c No ding Permit required V V - • V V V V ••V • V 1. 1 BUILDING PLANCHECK CHECKLIST P \docs\chkist\bp000l frm Page 3.0f-4 REV 6/5/92 V • • V V VV •, 'V V V Vi V •• MISCELLANEOUS PERMITS 2nd' 3rd'.. -• tl!iJ U - 0 ip. A-RIGHT-OF-WAY PERMIT is réquiréd to do work in City Right-of-Way and/or ('• private work adjacent to the public Right-Qf-Way. Types of work include, but are not limited to: street improvements, trees, driveways. . S . A separate Right-of-Way permit issued b the Erigiieering Department is required for the-following: . • . . - . Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at. the time of resubmittal. V V, • 0 0 0 11. A SEWER PERMIT is required concurrent,with the building permit issuance. The fee is noted in the fees section on the following page.. 0,• • 0' 0 • 0 .12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial S • Waste Permit Application Form and submit for City approval prior to issuance of a Permit. • . . • S - • Industnal waste permit accepted by Date73 :- : 0 • V . . 0 •'••• 0 • • 5 .5 0 - ' •0 P \docs\chkIsIbpOOO1 tim Page 4 of 4 REV 8/5/92 0 - ', - S : . r. CALCULATIONS WORKSHEET EDU CALCULATIONS EDU's ADT CALCULATIONS. . . . . ADT's: . FEES REQUIRED WITHIN CFD: 0 YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) NO - - 0 1. PARK-IN-LIEU FEE PARK AREA FEE/UNIT: El 2 TRAFFIC IMPACT FEE ADT's FEE/ADT - 0 3. BRIDGE AND THOROUGHFARE FEE V .ADT's: . V FEE/ADT: El 4 FACILITIES MANAGEMENT FEE V V ZONE: V - FEE/EDU: V V V V - 0 '5. PUBLIC FACILITIES FEE, o 6 SEWER FEES PERMIT No - EDU's FEE/EDU $__________ BENEFrrAREA FEE - 0 7 SEWER LATERAL REQUIRED (2,500 DEPOSIT) / REMARKS: V - P:\docs\chklst\bp000l.frm. V - • - ' REV 6/5/92 V V PLANNING CHECKLIST V I Plan Check No 93- fl Address lq6qi ,P&oi"i2 04ç Planner VAN LYNCH • V Phone 4384161 ext. 14325 V V (Name) V APN: V SVJ ' J 7 Type of Pro jectandUse /A4.7 Zone P t\ V Facilities Management Zone V V V V V V >1 1 I . VV Legend . V V V VV V 'J V V •V V •V • V V . . V V •V V V. V VV . '.g V V V V •V • V U V U. U •V Item Complete Item Incomplete.-. Needs your action 1, 2, 3 Number in circle indicates plancheck number-where deficiencywas V V identified V V V / V V V •. V V V V 0 Environmental Review Required YES - NO k TYPE DATE OF COMPLETION: V V• V V V • V V V V V VV V V V V V V V V Compliance with conditions of approval? If not, state conditions which require action V V Conditions of Approval. V V V V V V V 0 Discretionary Action Required:,YES - NO TYPE V VV V APPROVALJRESO. NO. V V V DATE: VV V V V V V V V PROJECFNO OTHkR' RELATED CASES': V Compliancewith conditions Of approval? Af not, state conditionswhich require action. V V Conditions of Approval- California Coastal Commission Pit Required YES - NO DATE OF APPROVAL: V V VVV V V VV V_ V V V VV V V San Diego Cdast .DisVtrict; 3111 .Camino Del Rio North, Suite 200, San Diego, CA 9-2108-47-25' (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action - V V Conditions of Approval VV V V VV • _•.V V V _ • V _V V V V V V V V V V V V V : V V V •• • V VV V * ••:.--V .VV V 'VVV V V V V •V V V V -V VV_V V V V V V _VV IV*.V V •VV V V V V - V 0 LandscapePlai RequiredYES NO _( Seeattachd submittal requirements' foF landscape. plans * 4) 3 - ' Site Plan .:. - . - -- • 11 0 1 Pro a 11ydiensioned site plan drawn to scale Show North arrow,' property lines, easements, existing and proposed structures, streets,-..existing street improvements, right-of-way width and dimensioiièd setback [3't] 12 • 2. - Show on Sife Plan: . Finish floor elevations, elevations of finish grade adjacent to buildmg,existmg topographical lines, existing and proposed / slopes and driveway ft II . . - •• •,.i & . • ° Provide legal descnpti6n of property.- 4.- Proividelj assesscr's parcel %number. 7 • .. • . . .. . \• r-••- / zomig - iI I . ". - 1. -. •.. . Se ...................................................4... 0 0 1 tbacks - 4/ Front Required Shown j"UN C'... .'Int. Side Required Shown -. Street Side Required Shown -. - j-.,• . .Y • r Required Shown \ . . .,•• •-. .. . 2 Lotcovrage Required Shown-___ El' 0 0 Afl) 3 Height Required Shown Cflt'4é' • 12 0 0 4 Parking Spaces Required I VZ.- Shown 4 uest Spaces Required Shown 0 00 AddionalCoxments..I~Iylj -... . ••. • -. ........ -:-- •- t 3 - ......................... .•_ ..•• . . - . .•.. :-L- .-. - (1 I • -. 4. •-•-..-- . I.. ..- 1•. •- . - 4 _**• . II. fjyitl DATE $ - - - -• -' I - Oc./o & 14 Lifl - • • . . . - 4., _. ... •J . .• _ . , . '.. - q6•S ;•'--. --:- . • PLNCKFRM A p .City,,., of , Carlsbad '. 92181-2 dW Fire Department Bureau of. Prevention Plan Review: Requirements Category: Building Plan Check ., Date of Report Wednesday September 8 1993 Reviewed by Contact Name Bill Pridgen. . .. Address ,; 701 B St #440 . . . . City, State San Diego CA 92101 IdgTOe011.No.9 30512 'Planning..' . No. •. . . . Job Name - Schumacher . . Job Address 1969, Palomar Oaks Ste. or Bldg. No: fApproved - The item you have submitted for review has been approved The approval is based on plans; information and/or specifications provided in your submittal; ,- . th9refore 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 failue to comply with instructions in this report can result in suspension of permit to construct or install improvements. 0' 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 lD CFDJob# .92181-2 . Filé# 2560 Orion Way Carlsbad, California 92008 (619),,931-2121' 92181 of Carlsbad ,,- -2 - : . Fire Dopartrnent - Bureau of Prevention Plan Review Requirements Category Building Plan Check Date of Report Tuesday, July 27, 1993 Reviewed by Contact Name . Bill Prld'gen o-9 30511,2-1P I a i. Job Name ' Schumacher . . . .•.... ... ' .• . '.. Job Address 1969 Palomar Oaks -, Ste. or Bldg. No. pproved. The item you have submitted. for review h'asbeen approved. The appro'val is based on plans; jnformation and/or spbcifications 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. Plese review, carefully all comments attached, às'failure to comply with intructions in this e3ort can result in suspension of permit to construct or install improvements. .. ,. . . . . :OisâPprbd& Please-'see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indiôate cOmpliance with applicable' . . codes and standards., Submit corrected plans and/or specifications to this' office for review ForFire Department UseOnIy .. . S .. • . "• Review . 1st '2nd 3rd . OtherAgencylD CFDJo# 92181-2' , File#__" . S. •• • , ' . - Post-it" brand fax transmittal memo 7671 pages 0. Address 701.BSt#440 PAJCJC Co. - Co./j City, State San Diego CA 92101 • __________________ Dept. Phone 15I L/I Fax# Requirements Category Building Plan Check HAFif8i-2 Deficiency Item Pen d In g 11 Knox Box Knox Box required when 'access to or within -a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life saving or fire fighting purposes The Fire Dept will determine the location for the key box and provide an authorized order form A Knox Vault will be required if not already in place. Deficiency Item: Pending 19 Fire Alarm System ReqUired Afire alarm system -is required. Permits are required for the- installation of all fire alarm systems.' Plans must be approved by the Fire Department prior to installation. See item 32 for specific fire alarm system requirements Fire and Emergency alarm systems are required. They are required to comply with UBC 911(é); UFC 51.104(b), 51.109(a), 80.301(u), 80.403(d). Deficiency Item: Pending 30 Flammable or Combustible Liquids Storage, dispensing or use of any flammable or combustible liquids shall comply with Article 79 of the Uniform Fire Code See item 32 for additional requirements Deficiency Item: Pending 31 . Other Permits Required . Permits are required for the folowing: compressed gases, dry cleaning plants, dust producing operations, flammable or combustible liquid tank installation, hazardous materials hazardous production materials, organic coatings, places of assembly, spraying or dipping, tents, 6anopies and temporary membrane air-supported structures. . See item 32 for specific requirements for other permits Contact the fire dept for specifics on permits Deficiency Item: Pending 32 Additional Requirements or Comments 1• Provide the Fire Dept. with a detailed storage plan of all hazardous materials in accordance with Art 80 Including inventory of all cabinets 2 Provide the location of the Building/Emergency Control station to comply with UFC 51.102(b),51.104, 51105(e), 51109(a) • 3. Provide information on Gas Detection System. • • 4. Provide information on Shut off valves for hazardous production material (HPM) gases and liquids. . 5. Provide information on Excess flow control in compliance with UFC 51.105(e)., 80.401(c) • 6. Provide exiting plan showing both exit corridors and service corridors for HPM. • Deficiency Item: Pending . • • 3.3 • Plan Revisions • • • . •, , • Please submit 2 sets of plans to Esgil and an additional set directly to the Carlsbad Fire Department at 2560 Orion Way, Carlsbad CA 92008 Page • • • . .., • Jul27, 1993 •• • • •• • - I. )LL .: .. Z S 44 LO Z(W) Z LLJ Io? 1 s I CE~ el H : - - 0 - - .1 • - '.)(o T1Sc - - •.' t - ± ;H. --• __ DATE I - ' /d1 Ez ("T c4) . •. PHOJhCTO. .-.-- . - . / - .•, .4 • - --- . 4 - - -: .... - . • PAGE - . i -- - OF - .,--.. .- • ç A. - .. _ • - - V (... (•'. JI ... )ESIGN REFERENCES 0 () 1991 Uniform Building Code Q Z (<') Manual of Steel Construction, 9th edition ( ) Riverside Steel Standard Girder Handbook, 3d printing : Simpson Strong-Tie Catalog 92H-1 E Geotechnical Investigation by I Prepared LU I Dated I. LLI . ... 0,0 Number. DESIGN INFORMATION (I) CONCRETE (strength at 28 days) I DESIGN (psi) SPECIFIED(psi) . (.c) Foundations 2,500 I (>) Slab on Grade 2,500 ( ) Drilled Piers 3,000 ) Columns . 4,000 j ( (><) On Metal Deck 3,500 e, ° ' . . MASONRY - Type 1 units I ) F' = 1,350 psi (>1 Special Inspection . . . . (-) F',, = 1,500 psi (><) Running Bond ) Medium Weight Units I ( REINFORCEMENT . . I ASTM A615, Grade 60, F = 60 ksi . . . . ( ) ASTM A706, Grade 60, F = 60 ksi; Weldable I STRUCTURAL STEEL BY I -) Plates & Rolled Shapes, ASTM A36, F = 36 ksi . ( ) Structural Tubes, ASTM ASOO, Grade B, Fb = 42 ksi DATE ( ) Pipe Columns, ASTM A501, F= 36 ksi (>) Machine Bolts, ASTM A307 . .. ,. .moil-x-r NO. ( ) High Strength Bolts, ASTM A325 () Welding Electrodes, E70XX PAGE DESIGN INFORMATION LUMBER - DOUGLAS FIR / LARCH (PSI) LIGHT FRAMING. Fb Fv Fc Fc Ft E ( ) Construction 1,050 95 625 1,150 625 1,500,000 ( ) Standard 600' 95 625 925 350 1,500,000 ( ) No. '1 1,750 95 625 1,250 11050 1,800,000 ( ) Select Str. 2,100 95 ..625 1,600 1,200 1,800,000 JOISTS & PLANKS ( ) No 2 1,250 95 625 1,050 650 1,700,000 ( ) No: 1 1,500 95 625. 1,250 1,000 1,800,000 ( ) Select Str. 1,800 95 625 1,400 1,200 1,800,000 BEAMS & STRINGERS ( ) No 1 1,300 85 625 925 675 1,600000 ( ,) Select Str. 1,600 85. 625 1,100 : 950 '1,600,000 POSTS & TIMBERS ( ) No. 1 - 1,200 85. 625 1,000 825 ' 1,600,000 ( ) Select Str. 1,500 . 85 625 1,150 ' 1,000 '1,600,000' GLUED LAMINATED BEAMS ( ) 2417 - V4, V8 2,400 165 650 1,650 1,100 1,700,000 SOILS CONDITION u6c -rwbLc (') Soil Bearing PSF ( ) Basement Walls (<) Mm. Footing Depth 125 Inches ( .) Fluid PCF () Coef. of Friction _ ( ) Uniform PSF ( () Passive Pressure I PCF ( ) Surcharge ( ) CANTILEVER WALLS ( ) CANTILEVER WALLS Level . . :....Slope I -' U ( ) Fluid PCF ( ) Fluid PCF HY ( ) Uniform PSF . ( ) Uniform' .' PSF . ( ) Surcharge . .. . ( ) , Surcharge ' . ' _____ DATE . : , INSPECTIONS - SPECIAL CONTINUOUS Wl ( ) Concrete -'Slab on Grade ('4 ( ,) Concrete - Structural ( ) () Masonry - As Noted ( ) Masonry - All High Strengh Bolting Welding No 2 OF DESIGN LOADS - LATERAL Seismic V=ZlCW/R Wind .PCe 'Cg qs l Z (Zone 4) = 0.4 ( Exposure = B I (Importance) = 1,25 ( ) Exposure = C C v15 Ce = R.= Co V = 23W qs 13 PSF I P F DEFLECTIONS - ROC (j Live Load () Total Load ( ) Live Load L/ ( ) Total Load L/ 240 180 I . DESIGN LOADS (PSF) [ LOCATION METAL DECK ROOF/Lr—. ( ) Roofing & Re-Roofing ( ) Insulation (,) Metal Deck (') Ceiling/Lights ()_Mechanical ( ) Ceiling Joists () Sprinklers () Misc (D) Dead Load, 0 ( ). Beams Girders (D) Dead Load (P) Partitions (Vertical) (P) Partitions (Lateral) (C) Concentrated Loads (L) Live Load ( ) Fire Rating; ( ) Sprayed ( ) NR (>) 1' Hr (' ) 2 Hr z 0 z 0 z C,) Z <w w z z w rl J .I I I- II F — — — — — — — — — — — — — — — — — — — -- - - # - - c I 8? LIT .4 10 H - ço 1 t ..: KY L. I H0- 03 1 _.n .. .. ...-.-.-. . - .".-I .... - - ----r- o 7t 4 . ..r.. g-::.: .::: .: •:• ly '7 7 'H Qp t 1j L fI H-1I_i I ! - - I : tp - - I STEDMAN & DYSON 1 . . . . STRUCTURAL ENGINEERS 9 SAN DIEGO. CALIFORNIA- ... J..LiJL4: . . ....: I ; H * r . i....z..J Jj.:.4:,.:. ....i... . .. J.L. - ,. 4. J:[i::r.i 4L _LL L dLL 4:_± .4.. j... ;.._. . .. ..- .L._ .. .. . . . .4... . .. . ... I 4 II I -i I4JJ J 4444 4.-. -.... -.*.4. •' - -ri . . 4 1 t 1 ( -.4 34 ....4 . ...j...t ..,1 ..f4..._.j . 4! . .j _L 444444 4 1 ' 1 H - F - - .4.... .. .4..,. _.-. t ftL ;- t'-; " F I 3 - 1 + L.'. _L....!_1 ...i_.i -f-.I..........'-"4 ---t'4- ----L---4---t- •.,.......................... 11 3_ .. ________ STEDMAN & DYSON STRUCTURAL ENGINEERS • SAN DIEGO, CALIFORNIA- i41. - - - - - - - - - - - _ - - - TrTi I - i ;0 • . 1 . . .... .. .. 1 . 4. .. .L..;. - 4 . . IV.. 14. ti1TTT : T 1- \, - -' .Ir .1 -. fl*. .4 •.. 1• . . 1 op J~7N op 63 tO Lp I :r: 1Tt T1T4. T 1T:1Tt : LI1 J 1_4 .I I jH 1-: L ft77F 1 f 4L.4 I STEDMAN & DYSON STRUCTURAL ENGINEERS 0 SAN DIEGO. CALIFORNIA :.... 4.. . 4 I - -. - - - - - .- - - - - - - - - - - - - - - --: 4- 4-- 4-H 1 • Aft VV_ fj 1..., ..•. •c\1 (___• -- r 4, - - (•_-..' .Y' S_ V31 - -- -- - ---a- - J sp I - .- I jD - --t• tr 4- L.' P 'i.,. .._ .. ....,L..... 4. 4.._.4_ _. .J.. ... ..,.. t 7J -4 . . . - t I tt ft 4 I4.I 4 - -L.I14.L . ......J _...4 .....L_4...1.#..i. 4._4._ -j - I I .I - _______lS 4 .L.L.L.H*..4 4. .. •. .. - .4_IL r.: . ._4. 44.. ._. I J4 1 4 :. STRUCTURAL ENGINEERS • SAN DIEGO, CALIFORNIA- — — — — — — — — — — — - — — — — — — -- H . . . i . . .•.. . \ . .J:Oç. —•)—HI .. . ryN CA - 4 7-1 ) - E ..J. •X L..-'. . .LJ — (J( f.. 3. . / .... .,. . .• . .... . . .N4. • , (I I f.Z 0 .ç. (•'3 \ I ..- - 1 ' _ IL ..-+. .. I i I.-..- I 1T -- -rct° ..t..-. i... 7-Lr_ 4 L_ 4 f1J. •I - UN .....- .. . ...... ,,,4....i.. 13 . - '.s': Z .• - . .t F . . .. v . ,. - .• .- -- . :- - STEDMAN & DYSON STRUCTURAL ENGINEERS 9 SAN DIEGO. CALIFORNIA • RETAINING WALL DESIGN ( TITLE equipent yard wall with retaining I • WALL & FOOTING DATA : * WALL HEIGHT - 3.67 FT. 4 WALL THICKNESS 10.00 IN 0• I * WALL WEIGHT 2,174.00 LBS * WALL FORCE @ TOP 815.00 LBS * WALL MOMENT 4,928.00 FT LBS .. * FOOTING DEPTH 15.00 IN : SOILS DATA BEARING ALLOWABLE 1,333.00 PSF I f * ACTIVE FLUID PRESSURE . 30.00 PCF * ACTIVE UNIFORM PRESSURE 0.00 PSF I * COEFFICIENT OF FRICTION 0.25 * PASSIVE FLUID PRESSURE 150.00 PCF * PASSIVE UNIFORM PRESSURE 0.00 PSF * DEPTH FROM TOP OF FOOTING - I. .TO START OF PASSIVE 0.00 IN : * SOIL SLOPE .- 0.00 101 * SOIL UNIT WEIGHT 110.00 PCF FOOTING DESIGN '•-- TOE WIDTH 3.50 FT WALL THICKNESS 0.83 FT . HEEL WIDTH 3.50 FT WIDTH 783F1 10 I FOOTING DEPTH 15.00 IN MOMENT AT WALL BASE 8,166.20 FT LBS I MOMENT AT TOE 5,528.16 FT LBS MOMENT AT HEEL -2,388.22 FT LBS SOIL BEARING & SLIDING DESIGN - CALCULATED ALLOWABLE TOE BEARING 1,279.00 PSI 1,333.00 PSI I HEEL BEARING 12.00 PSI 1,333.00 PSF • FRICTION COEFI 0.21 0.25 - .• • SF OVERTURNING 2.40 1.50 • I E FROM CL FTG 1.28 FT -------------- - • - * INPUT DATA .1 - • -- .: - - I - , I I -, I RETAINING WALL DESIGN .. TITLE equipment yard wall with retainina & surcharge . IV I I f 492' I WALL & FOOTING DATA * WALL HEIGHT 3.67 FT I * WALL THICKNESS 10.00 * WALL WEIGHT 2,174.00 IN LBS * WALL FORCE @ TOP 815.00 LBS * WALL MOMENT 4,928.00 FT LBS I , FOOTING DEPTH 15.00 IN SOILS DATA PSF I . *BEARING ALLOWABLE 1,333.00 * ACTIVE FLUID PRESSURE 30.00 PCF * ACTIVE UNIFORM PRESSURE 0.00 PSF * COEFFICIENT OF FRICTION 0.25 .. * PASSIVE.FLUID PRESSURE 150.00 PCI . . * PASSIVE UNIFORM PRESSURE 0.00 PSI * DEPTH FROM TOP OF FOOTING . . I TO START OF PASSIVE 0.00 IN . * SOIL SLOPE 0.00 TO 1 . . . . * SOIL UNIT WEIGHT 110.00 PCI I * SURCHARGE @ TOE 250.00 PSF- FOOTING DESIGN TOE WIDTH 4.00 FT . I WALL THICKNESS 0.83 FT . . . HEEL WIDTH 3.92 FT I WIDTH 8.75 FT . 'Z) FOOTING DEPTH . 15.00 IN MOMENT AT WALL BASE 8,166.20 FT LBS . MOMENT AT TOE 5,712.9811 LBS 12 MOMENT AT HEEL -2,446.25 FT LBS SOIL BEARING & SLIDING DESIGN . . CALCULATED . ALLOWABLE- S TOE BEARING 1,330.00 PSI 1,333.00 PSI HEEL BEARING 160.00 PSI 1,333.00 PSF . . FRICTION COEFF 0.16 0.25 5 5 - Cr flhICDTIIDJTkI '1 . .11 UYLl\IUI.I1lU ..L1 1.V . E FROM CL FIG . 1.15 FT 5 NOTE; ONE THIRD OF THE HORIZONTAL SOIL . S I FORCE HAS BEEN APPLIED VERTICALLY . S AT THE PLANE OF THE APPLIED FORCE. S I I * INPUT DATA LIIL I 21F.3F. U ,, . . S - •••; S &°Toe ( I 102 G-2-2... SCREEN WALL DESIGN V TITLE equipment yard wall no retaining V V WALL & TOOTING DATA V V V V VV * WALL HEIGHT V 18.00 FT I. V * WALL THICKNESS 10.00 IN V V V * WALL WEIGHT V LBS V V V V V V * UNIFORM PRESSURE V 46.88 PSI .--46VM () C, V V V V FOOTING THICKNESS - 15.00 IN V V V 00 V V V V SOILS DATA V V V V V V V V V V V V V V V V V V *,BEARING ALLOWABLE 1,333.00 PSF V V V V V FOOTING DESIGN V V V V VV V V V V TOE WIDTH V V V 3.83 'FT. V WALL THICKNESS V 0.83 II V V V V V V HEEL WIDTH 3.83 FT V WIDTH V V 8.50 FT V V FOOTING THICKNESS V 1500 IN V V V V V V V V V MOMENT VAT WALL BASE 7,594.56 FT LBS • V MOMENT AT-TOE V 5,978.26 FT LBS V V V V V V MOMENT AT HEEL V —137241 FT LBS \V V V SOIL BEARING & SLIDING DESIGN V V V • V V V 3.V' 3Vç, - V I CALCULATED ALLOWABLE V V V V TOE. BEARING V 1,331.00 PSI 1,333.00 PSI V V VVV_V V V V V j V VV V V V CONTACT LENGTH 5.16 FT • V V V t.(7) I SF OVERTURNING 1.68 1.50 V V V V V VV V E FROM CL FTG 2.53 FT V V V 2-S V * INPUT DATA 'I. • V • VV V V V V• V V V V HVVV V • V V I I V V •V' V V 2 V I I V.. I I - - -- - - - - - - - - - - - - - - - - - - - - - -- -- nt -- s-: 1 •-: . 4- '1 . S . - :-:.-•• i.H. 1 .L- h:.. - - I ? ,j r6c! 0° IF ti±J 4 fcy, F 4 -.. I . .. - ' 1 - - . ID "L IQ 5.- I - S -STRUCTURAL ENGINEERS as SAN DIEGO, CALIFORNIA - - I I .SCHUMACHER ENGINEERING: .1969 Palomar Oaks WaYj-.Cárlsbád CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS 1 - FINAL TECHNICAL REPORT i i- - SITE SARA TITLE III EHS MATERIALS * - . . ...... - ,•- . I - 4 I . -I .4 I • :.. . -24 August 1993. . . .. I I Prepared By ERIKSEN-RATTAN ASSOCIATES INC 8989 RIO San Diego Drive,- SUite 200 - - - ..San Diego, CA 92108-1648• -' Telephone (619)299-6444 FAX (619)299-1229 I . LOCATION KEY: -. . BUILDING 1 Control Area 1.1=B1/CA11 . .. . . \ Existing.. EqCiiprnent Engineering [.103],' Equipment Manufacturing [106], Field Service )T\ I . [114], et al [material locations by -roam numbers "103", "106', 114"]'. Co"ntrol Area 1.2 = Bi /A1.2 Existing Woodworking [404] [material locations by room number 4041 I H-6 Fab Area 11=B1/FA11 I Existing Glass Shop [319 324,i'7,332,333,32532 334] [material locations by GS] H-6 Fab Aria 1.2-B1/FA1.2 Existing R&D, 1ChemicaI-4 Production, Packaging,. Engineering [302-317 & 328] [material I t locations by R&D CP CP&P ENGR] t H-6 Fab Area 13=B1/FA13 New QA Labs & R&D Expansion [130 139 141] [material locations by QA R&DE] I43M7 Storage Room 501 =B1/S1:1 •.. . . . -- . . Existing Storage Room 501/Chemical Production Storage [material locations by room number 501 ] I H.3/H7StoraceRoom 502=B1/S12 Existing Storage Room 502/Glass Shop Storage [material locations by room number. i 502]I H-3/H-7 StoraQe Room 503=B1/S1 3 1 Existing Storage Room 503/Chemical. Production i & R&D- Storage [material locations by room number 503] t BUILDING 2 Control Area 2.1=B2/CA2.1 . I I l Existing Maintenance & Woodworking [401-403] [material locations by room numbers] H-6 Fab Area 2.1 = B2/FA2. I Existing Shipping & Receiving [330] [material locations by room number] - .- - H-6 Fab Area 2.2=B2/FA2,2 , New Chemical Production. [329] & Chemical Production & R&D Storage [505] . [material . . . - , locations by room numbers "329,505"] - .• * . . EX1ERlOR Exterior Storage =ES I I I Existing Exterior Storage [ES1=Rammable Gas Bunker ES2=Hydrogen Gas Bunker ES3= Inert Gas Bunker; ES4= Oxygen Gas Bunker; ES5= Pad Storage]'" I I I - - - - - - - - - - - - - - - - - - - Page 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SARA TITLE III ERS MATERIALS . ST3: Item# . CAS # Conc% State Name . HazClaas Stge Units, UC Units UO Units Cabs >15Psi Loè 1 107-18-6 100 L Ailyl Alcohol [Vinyl Carbinoil ST3 .1717 Gins .0660 Gins. .0264 Gins Y . 'N R&D [TPQ: 1,000 Lbs; RQ: 1 Lb] .2 7783-70-2 100 L Antimony Pentäfluoride[TPQ: 500 ST3 .0143 Gins .0055 ,.Gins .0022 Gins . N N R&D Lbs; RQ: i 3 7726-95-6 100 L Bromine (TPQ: 500 Lbs; RQ: 1 Lb) ST3 .0428 Gins .0164 Gins .0065 Gins N N R&D 4 7726-95-6 100 L Bromine [TPQ: 500 Lbs; RQ: iLb] ST3 1.0000 Gins - .2500 Gins 0.0000 Gins Y N R&DE' 5 7726-95-6 . 100 L Bromine [TPQ: 500 Lbs; RQ: 1 Lb] •. ST3 10.0000 Gins 0.0000 Giis 0.0000 Gins N N 503-CP 6 7726-95-6 100 L Bromine [TPQ: 500 Lbs; RQ 1 Lb] ST3 15.0000 Gins 0.0000 Gins 0.0000 Gins N N 501 7 7782-50-5 ' 100 . CG Chlorine [Chlorine Gas] [TPQ: 100 ST3 0:0000 Cf . 5.4160 . Cf '0.0000 Cf Y N R&D Lbs; RQ: 1 Lb] 8 67-66-3 100 L Chloroform (Trichioromethane] .5 ST3 ' 2.5561 Gins .9831 Gins .3932 'Gins Y N QA S [TPQ: 10,000 Lbs; RQ: 1 Lb] 9 . 67-66-3 100 L Chloroform (Trichloromethane] ST3 3.2500 Gins 1.2500 Gins 0.0000 . Gins Y , N R&DE (TPQ: 10,000 Lbs; RQ:. 1 Lb] 10 ' 67-66-3 100 L. Chloroform (Trichioromethanel ST3 5.0000 Gins - 0.0000 Gins • 0.0000 Gins - Y N 505-RD S , . [TPQ: 10,000 Lbs; RQ: 1 Lb] ii 67-66-3 - .100 L Chloroform (Trichioràmethane) ST3 8.4535 Gins .0.0000 Gins - 0.0000 Gins N N' 503-RD - . (TPQ: 10,000 Lbs; RQ: 1 Lb] 12 106-89-8 - 100 L. - - Epichiorohydrin [1-Chioro-2,3- ST3 - .0143 Gins -. .0055 Gins .0022 Gins - Y N -, - QA -' S . Epoxy Propane] (Chioropropyiene • . -. . -. - - Oxide] [TPQ: 1,000 Lbs; RQ: i Lb) 13 107-1573 ba L Ethylenediamine'[1,2- ST3 .0171 Gins .0066- Gins . . , .0026 Gins . . Y N R&D - - Ethanediarnine) (1,2- S . Diaminoethane] [TPQ: .10,000 Lbs; RQ: iLb] 14 107-15-3 100 L Ethyienediamine [1,2- . 5T3 .- ' - .1860 Gins - - .0715 Gins .0286 Gins Y N QA - - Ethanediamine] [1,2- • ' . - Diaminoethane) [TPQ: 10,000 Lbs; - RQ: 1 Lb] 15 7664-39-3. 100 - L - Hyd1ofiuoric Acid (Hydrogen , ST3 .5250 Gins .2980 Gins .0792 Gins - N N , QA Fiuoride] - [TPQ: 100 Lbs; RQ: 1 Lb] .5 -- Hazardous Materials & Occupancy Classification Analysis Eriksen-Rattan Associates Inc. - - - - - - - - - - - - - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SARA TITLE III EHS MATERIALS V , ST3:' Page.. 2 Item# C14.S U Conc% State Name . . . HazClass : Stge . Units UC ' Units UO . Units Cabs >15Psi Lod 16 7664-39-3 100 L Hydrofluoric Acid [Hydrogen . ST3 ' 3.2,500 . Gins .2500 Gins ' 0.0000 Gins Y. .N R&DE Fluoride] [TPQ: 100 Lbs; RQ: '1 Lb] 17 7664-39-3 100 :, L Hydrofluoric Acid (Hydrogen ' , ST3 16.0000 Gins' 0.0000' Gins 0.0000 Gins Y . N GS Fluoride] [TPQ: 100 Lbs; RQ: 1 Lb] 18 7664-39-3 100 L Hydrofluoric Aäid (Hydrogen ST3 . 60.0000 Gins -0.0000 Gins 0.0000 Gins N N ESS Fluoride) [TPQ: 100 Lbs; RQ: 1 Lb), 19 7664393* 49 , L Hydrofluoric Acid [Hydrogen . ST3 ' , 0.0000 Gins , '60.0000 Gins ' 0.0000 Gins . N . N , GS V Fluoride] (TPQ: 100 Lbs; RQ: .1 Lb).. 20 7664393* 49 . L -Hydrófluoric Acid [Hydrogen, ' ST3 ' :6500 Gins . .2500 Gins .1000' Gins . ' Y N ENGR Fluoride] [TPQ: 100 Lbs; RQ: 1 Lb) 21 , 7647-01-OG 10,0 CG Hydrogen chloride, Anhydrous ' . ST3 00000 Cf ' 5.0000 Cf 0.0000 Cf , V V V Y N . R&D (Hydrochloric Acid) [TPQ: 500 Lbs; : •, ,. ' , . . '. , -. . . .- . V ' ' ' ' ,RQ: .1 Lb]. 22 7647-oi-0G 100 CG Hydrogen Chloride, Anhydrous 'V , ST3 . 0.0000 Cf : ' 26.3302 Cf ' 0.0000 Cf. - . N N V 'QA [Hydrochloric Acid) (TPQ: 500 'Lbs; RQ: 1 Lb) 23 7647-01-OG 100 CG Hydrogen Chloride, -Anhydrous ' ST3 209.0000 Cf 1.0000 -Cf - ' ' 0.0000 ' Cf N Y CP - [Hydrochloric Acid] [TPQ 500 Lbs RQ:iLb] 24 7647-01-OG '100 ' CG Hydrogen'Chioride, Anhydrous ' . ST3 1000.0000 Cf . 0.0000 Cf . '. 0.0000 'Cf .' N: N - 501 (Hydrochloric Acid) [TPQ: 500 Lbs; 25 7722-84-1* 27 L Hydrogen Peroxide (</=271k>) [TPQ ST3 1625 Gins 0625 Gins 0250 Gins N N ENGR 1,000 Lbs; RQ: 1 Lb] 26 778306_4* 100 L Hydrogen Sulfide [TPQ: 500 Lbs; ST3 ': , ,. 0.0000 Gins .0013 Gins 0.0000 Gins Y ' N , QA RQ: i Lb] 27 7580-67-8 100 S Lithium Hydride [TPQ: 100 'Lbs; RQ: 5T3 - .2862 Lbs .1100 :Lbs .0440 Lbs - Y' N ' R&D 1' Lb) 28 748794_7* , 80 L mercuric,-Chloride [Mercury(II) ST3 , .. .0085 Gins : .0033 Gins .0013 Gins N N ' QA' V Chloride) (TPQ: 500 Lbs/Liquids- Powders 10,000 Lbs/Solids; RQ: 1 Lb) Hazardous-Materials & Occupancy Classification Analysis-- Eriksen-Rattan Associates Inc. 8/26/93 SCHUMACHER 1969 Palomar Oaks Way, Carlsbad 92009 - SARA TITLE III ENS MATERIALS" S .. ST3: Page 3 Item# CAS # Conc% State Name HazClass Stge Units tIC Units UO - Units Cabs >15Psi Loà 29 7697-37-2 85 L Nitric Acid [41% to 85%] (Hydrogen 5T3 - 1.9500 Gins .7500 Gins .3000 Gins Y . N ENGR Nitrate] [TPQ: 1,000 Lbs; RQ: 1 Lb] V V 30 7697-37-2 85 L Nitric Acid (41% to 85961 [Hydrogen ST3 3.4513 Gins 1.3274 Gins .5318 Gins N N QA Nitrate] (TPQ: 1,000 Lbs; RQ: 1 Lb) 31 7697-37-2 85 L Nitric Acid 141% to 85%] [Hydrogen ST3. 12.0000 Gins .. 0.0000 Gins 0.0000 Gins Y N GS Nitrate] (TPQ: 1,000 Lbs; RQ: 1 Lb] V V V 32 52583_42_3* 85 L Nitric Acid [Fuming] [>40%-85%) ST3 3.2500 Gins .2500 Gins 0.0000 Gins Y N R&DE [Hydrogen Nitrate] (TPQ: 1,000 V V V Lbs; RQ: 1 Lb) V V 33 108-95-2 - 100 S Phenol [TPQ: 500 Lbs/Liquids- ST3 .- ::4294 -Lbs .1651 Lbs .0660 Lbs N N QA V Powders 10,000 Lbs/Solids; RQ: 1 V V V V V V Lb] 34 10025-87-3 100 L Phosphorous Oxychioride ST3 0.0000 Gins 44.4709 Gins . 0. 000,0 Gins N - N CP&P V (Phosphoryl Chloride) (TPQ: 500 V V Lbs; RQ: 1 Lb) V V 35 10025-87-3 100 : L V Phosphorous Oxychioride ST3 V .3250 Gins V .1250 V Gins. V .0500 Gins V y .. N V ENGR V V [Phosphoryl Chloride] [TPQ: 500 V V V V V V V V Lbs; RQ: 1 Lb] V V V V V 36 10025-87-3 100 L Phosphorous Oxychioride ST3 V 30.0000 Gins V 0.0000 Gins - 0.0000 Gins V. N V V NV GS V V [Phosphoryl Chloride] [TPQ: 500 V V Lbs; RQ: 1 Lb) 37 10025-87-3 100 L Phosphorous Oxychioride ST3 . . 500000 Gins I 1 0.0000 Gins V 0.0000 Gins N . N GS V [Phosphoryl Chloride) [TPQ: 500 V V V V :- V V Lbs; RQ: 1 Lb] 38 10025-87-3 100 . L Phosphorous Oxychioride ST3 V V 90.0000 Gins .0.0000 Gins 0.0000 Gins - N N 330. V V [Phosphoryl Chloride] [TPQ: 500 V V Lbs; RQ: 1 Lb] 39 10025-87-3 V V 100 L Phosphorous Oxychioride ST3 200.0000 Gins 15.0000 . Gins V 0.0000 Gins N NV V CP -[Phosphoryl Chloride] (TPQ: 500 Lbs; RQ:. 1 Lb) V V V; V V V 40 10025-87-3 100 L Phosphorous Oxychioride ST3 220.0000 Gins 0.0000 Gins V 0.0000 Gins . N N V 501 V V :(Phosphoryl Chloride] [TPQ: 500 - V Lbs; RQ: 1 Lb] V V V V V V V V V V V V Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SARA TITLE III EHS MATERIALS .- ST3: Page 4 ------------ Item# CAS # Conc% -State Name HazCiass Stge Units UC Units UO Units Cabs >15Psi Loc 41 1314-56-3 100 S Phosphorous Pentoxide (TPQ: 10 ST3 - .6500 Lbs .2500 Lbs :1000 Lbs N N QA Lbs; RQ: 1 Lb) S 42 1314-56-3 100 S Phosphorous Pentoxide [TPQ: 10 ST3 .8589 Lbs 23303 Lbs .1321 Lbs Y N R&D Lbs; RQ: 1 Lb] 43 7719-12-2 100 L Phosphorous Trichioride ST3 - 0.0000 Gins 2.0000 Gins 0.0000 Gins N N R&DE (Phosphorous Chloride) [TPQ: 1,000 ,S Lbs; RQ: 1 Lb) - 44 7719-12-2 100 L Phosphorous Trichioride ST3 .0812 Glns .0312 Gins .0125 Gins - Y N ENGR (Phosphorous Chloride) (TPQ: 1,000 0 - Lbs; RQ: 1 Lb) 45 - 7723-14-0 100 S Phosphorus (TPQ: 100 Lbs; RQ: 1 Lb) ST3 21.0000 Lbs 1.0000 Lbs 0.0000 Lbs Y N CP 46 7723_14_0* 1 L Phosphorus [TPQ 100Lbs; RQ: 1 Lb) ST3 .0858 Gins .0330 Gins :0132 Gins N QA. 47 7723-14-0 1 L Phosphorus [TPQ: 100 Lbs; RQ: i Lb] ST3 .0858 Gins .0330 Gins .0132 Gins N N QA. 48 7664-93-9 99 L Sulfuric Acid (Dihydrogen Sulfate) 5T3 1.2877 Gins .4943 Gins .1880 Gins N- N QA (Acid) (TPQ: 1,000 Lbs; RQ: i Lb) 49 7664-93-9 99 L Sulfuric Acid [Dihydrogen Sulfate] ST3 75.0000 Gins 0.0000 Gins 0.0000 Gins N N ESS.: (Acid) (TPQ: 1,000 Lbs; RQ: 1 Lb) 0; 50 7664_93_9***, 10 L Sulfuric Acid (Dihydràgen Sulfate) 5T3 : --,.0214 Gins ;0082 Gins .0033 Gins - N N QA (Acid) [TPQ: 1,000 Lbs; RQ: 1 Lb] - .. 51- 13494-80-9 15 L Tellurium (TPQ: 500 Lbs/Liquids- ST3 - - .0171 Gins .0066 Gins .0026 Gins N N QA - Powders 10,000 Lbs/Solids; RQ: 1 Lb) - 52 7550-45-0 100 L -Titanium Tetrachloride ST3 .2155 Gins .0829 Gins - .0332 Gins -N- N R&D • [Titanium(IV) Chloride] (TPQ: 100 0 Lbs; RQ: 1 Lb) 53 7550-45-0 100 L Titanium Tetrachloride - ST3 1.0000 Gins .5000 Gins 0.0000 Gins Y - N R&DE [Titanium(IV) Chloride] (TPQ: 100 Lbs; RQ: 1 Lb) 54 115-21-9 -. 100 L -Trichioroethylsilane [TPQ: 500 5T3 • .2500 Gins .0900 Gins - .0300 Gins N N R&D Lbs; RQ: 1 Lb) 55 98-13-5 - 100 L Trichiorophenylsilane - ST3 -- . .7158 Gins .2753 Gins .1101 Gins N N R&D - - . S - (Phenyitrichlorosiiane) (TPQ: 500 - - Lbs; RQ: 1 Lb) Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SARA TITLE III EHS MATERIALS . . . ST3 Page 5 Item#. CAS # Conc% State Name . . HazCiass Stge Units --UC--- Units UO Unità Cabs >15Psi Loc 56 .998-30-1 .100 L Triethoxysiiane (TPQ: 500 Lbs; RQ: ST3 . •.0036 Gins .0014. Gins . :0006 Gins Y N QA iLbi . S ••. 'S.... 57 998-36-1 - 100 L Triethoxysilane [TPQ: 500 Los; RQ: ST3 .1000 Gins .0300 Gins. . 0.0000 Gins Y., • N R&D iLb] : . .• - . .5 58 75-77-4 100 L Trimethyichiorosilane ST3 .1818 GIns .0701 Gins • .0016 Gins Y N R&D [Chiorotrimethylsilane) [TPQ: . • S . 1,000 Lbs; RQ: 1 Lb] • . S S 5 5 5191, 751-77-4-...... L Trimethyichiorosilane ST3 • 3.1700 Gins • 0.0000 Gins . 0.0000 Gins • N . N 503RD 55 (Chiorotrimethyisilane) (TPQ: S S ' S • . S 5 -• 1,000 Lbs; RQ: 1 Lb) S - • S - • S. • • 5 S 60 1066-45-1 100 5 • TrimethyltinChioride [TPQ: 500 - • - ST3 - .1431 Lbs ,. .0550 Lbs - 0.0000 Lbs Y • N. R&D S Lbs/Liquids-Powders 10,000 - 5 5 5 5 5 5 5 5 . - S '• • S Lbs/Solids; RQ: 1 Lb) S S 5 . S 5 • S S S . S •• .5 .- -• S • .: S • 5 - Hazardous Materials & Occupancy CiassificationAnáiysis - Eriksen-Rattan Associates Inc. - : • . SS 5 5 U Prepared By I ERIKSEN-RATTAN ASSOCIATES INC 8989 Rio San Diego Drive - Suite 200 San Diego, CA 92108-1648 I Telephone (619)299-6444 FAX (619)299-1229 I I * I 1 ' I I HAZARDOUS MATERIALS ABBREVIATIONS A = Aerosol HAZ CLASS = Hazard ST3 = Sara Title III AL1.= Aerosol Level. t Classification . RQ Reportable Qty .AL2 = Aerosol Level 2 . . . TPQ =. Threshold Planning Qty . I AU = Aerosol Level 3 HR = Hazard Ranking [UFC 79-3] H=Health .. TX Toxic C Cryogenic. . F = Flammability . . . . .I .• . :. . . . R = Reactivity . uc = Use-Closed System CA = Carcinogen . . . . . . . . . . . . HT Highly. Toxic . . UP = Use-Open System CABS = Appioved Storage Cabinets I lR = Irritant . . UNITS =. Quantity Measurements CAS# = . .. . . . . Cu .=:Curies, .. . Chemical'Abstract Service: L .=Uquid :: . . f = Cubic Feet I Merck . . . . Gins = Gallons Aldrich LG = Liquefied Gas : Lbs = Pounds •. . . . . . . . . McC = Micorcuries I Sigma RTECS LOC . = Location/Control Area . MlC = Millicuries . Other . . .. . .. ; . ., Mix = Mixture NAME = Chemical/Product Name UR = Unstable Reactive =. None/Not Applicable . . .. UR1 Unstable React 1 I N NH.= Non-Hazardous . UR2.= Unstable React 2 CD = Combustible. Dust . . . . UR3D. = Unstable React 3-Det I . .. CG = Compressed Gas . OHH Other Health Hazard . UR3N.= Unstable React 3-Nondet. UR4 = Unstable.React 4 OP = . Organic Peroxide'.. . . CL = Combustible Liquid . OPI = Org Perdx I . WA = Water. Reactive I CL2 = Combust Liq II OP2 = Org Perox II . WR1 . = Water React 1 CL3A= Combust Liq Ill-A OP3 = Org Perox Ill WR2. = Water Reaôt 2 U CB = Combust Liq Ill-B 0P4 = Org Perox IV WR3 = Water React 3 I . OPUD'= Org Perox Unclass Det . . . CONC % = Concentration . . . . . >15PSI = Pressurized Flam Liq OX = Oxidizer . >15 PSI CR = Corrosive OX1 . = OxidIzer 1 . . I O)(2 = Oxidizer 2 . . CRY = Cryogenic .. 0X3 = Oxidizer 3' I . CRYF = Cryogenic Flammable CRYO = Cryogenic Oxidizing 0X4 = Oxidizer 4 .. ., . . . . . PY = Pyrophoric .. .. EX = Explosive . . I ' R = Radioactive . .. . FG = Flammable Gas . RAD = Radioactive , FGL = Flammable Gas.Uquefled . . . . . S.= Solid . . . . . . . I .. FL = Flammable Liquid . . FL1A = FLam Liq i-A . SN = Sensitizer ... . FL1 B = FLam Liq I-B FL1 C = Flam Liq I-C . . . STATE = Physical Material .State . . .. . FS = Flammable Solid ' STGE = Storage .1.. G=Gas . . . . I SCHUMACHERENGINEERiNG: 1969 Palomar Oaks Way - Carlsbad, CA 92009 I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS I FINAL TECHNICAL REPORT - .. ,. I ... SITE CONTENTS LISTING I 24 August 1993 , H - ',: - I Prepared By - -. I.. - ERIKSEN-RATTAN ASSOCIATES INC. 8989 Rio San Diego Drive - Suite 200 . San Diego, CA 92108-1648 Telephone (619)299.6444 I 1 , : FAX (619)299-1229 ( I LOCATIONKEY: .: - . BUILDING 1 Control Area 1.1 =B1/CA1.1 Existing Equipment Engineering [103],-.Equiment' Manufacturing [106], Field Service I . ..[114],et al [material locations by room numbers "103,106", 114']. . . Control Area 1.2=61/CA1.2 . . . . . Existing Woodworking [404] [material locations by room number "404] H-6 Fab Area 1.1=B1/FA1.1 I . Existing Glass Shop [319, 324, 325,327, 332,333, 334] [material locations by "GS"] H-6 Fab Area 1.2=B1/FA1.2 . . J• . ..• - Existing R&D, Chemical Production, Packaging, Engineering [302-317 & 3281 [material 1 ' locations by "R&D", "CP", "CP&P"; "ENGR'] . H-6 Fab Area 1.3=B1/FA1.3 . New QA Labs & R&D Expansion [130,139,141 material lo ations by "QA', 'R&DE] I 1-1-3/1-1-7 Storage Room 501 =B1/S1.1 Existing Storage Room 501/Chemical Production Storage [material locations by room 'rlumber'501'] . . 1-1-3/1-1-7 Storage Room 502=B1/S1.2 .. -. . Existing Storage Room 502/Glass Shop Storage. [material jocations by room number f - . "502"] . . . . ,• H-3/H-7Storaqe Room 503=B1/S1.3 . I . Existing Storage Room 503/Chemical Production & R&D Storage [material locations by. room number "503"] . BUILDING 2 -Control Area 21=B2/CA21 Existing Maintenance & Woodworking [401-403] [material locations by room numbers] H-6 Fab Area 2.1 = B2/FA2. 1 . . . Existing Shipping & Receiving [330] [material locations by room number] . . H-6 Fab Area 2.2 = B2/FA2.2 . . New, Chemical Production [329] & Chemical . Production & R&D Storage [505] I [material 4 locations by room numbers 329", '505'] EXTERIOR - Exterior Storage = ES I . - Existing Exterior Storage [ES1 = Flammable Gas Bunker; .ES2=Hydrogen Gas Bunker; * ES3=lnert Gas Bunker; ES4=0xygen Gas Bunker; ES5=Pad Storage] , I - - - - - - - - - - - _ - - - - - - - SITE: Page 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING ' Item# CAS U Conc% State Name - 0 HazClass , , Stge Units UC Units JJO Units Cabs >15Psi Loc 1 64-19-7 - 100 L Acetic Acid (Glacial) (HA: H3 F2 CL2, CR, OHM 1.0024 Gins .3855 Gins ' .1542' Gins N N QA COR] 2 64-19-7 100 L Acetic Acid (Glacial) (HR: H3 F2 CL2, CR, OHM .0858 Gins .0330 Gins .0132 Gins Y N R&D cOR] 3 67-64-1k 50 L Acetone {2-Propanone} (50% in FL1B, IR, OHM 50.0000 Gins 0.0000 Gins 0.0000 Gins N N 502 Water] [HA: H3 F31 4 67-64-1 100 L Acetone {2-Propanone} (HR: H3 F31 FL1B, IR, OHM .9000 Gins 0.0000 Gins .1000 Gins Y N 403 5 67-64-1 100' L. Acetone {2-Propanone} (HA: H3 F31 FL1B, IR, OHM . 11.0000 Gins 0.0000 Gins 0.0000 Gins N N 501* 6 67-64-1 100 L Acetone {27Propanone} [HA: H3 P31 FL1B, IR, OHM 16.0000 Gins 0.0000 Gins - 0.0000 Gins N N 503_CP 7 67-64-1 100 ' L Acetone {2-Propanone} (HA: H3 P31 FL1B, IR, OHM .5000 Gins - 2.0000 Gins .5000 Gins Y N CP 8 67-64-i 100 L Acetone {2-Propanone} (HA: H3 P31 FL1B, IR, OHM , .6500 Gins .2500 Gins .1000 Gins Y N ENGR 9 . 67-64-1 ' 100 L Acetone {2-Propanone} (HA: H3 F31 FL1B, IR, OHM 50.0000 Gins 5.0000 Gins 0.0000 Gins N N GS 10 67-64-1 100 L Acetone {2-Propanone} (HR: H3 P31 FL1B, IR, OHM . .1717 Gins .0660 Gins .0264 Gins Y -N QA ii 6,7-64-1 , - 100 L Acetone {2-Propanone} (HR: H3 F31 FL1B, IR, OHH .8585 Gins .5500 Gins . 0.0000 Gins Y N R&D 12 67-64-1 , 100 L Acetone {2-Propanone} (HA: H3 F31 FL1B, IR, OHM . 3.2500 Gins' .2500 Gins 0.0000 Gins Y N R&DE.- 13 75-05-8 100 L . Acetonitrile (HA: H3 P3 Ri Wi] FL1B, IR, .6867 Gins .2641 Gins - ' .1054 ' Gins Y N QA - . OHM, WRi 14 75-05-8 100 L Acetonitrile (HR: H3 F3 Ri W1I FL1B, IR, ' .0858 Gins' .0330 Gins .0132 Gins Y N R&D OHM, WRi 15 Mix-440 . ' 100 . L Adhesive/Cement/Sealant [35-40% CA, FLiB, 0.0000 Gins , 0.0000 Gins .1000 Gins N N 103 Acetone/67-64-1, 15-20% IA, OHM, SN Hexane(1)/110-54-3, 35-40% Resins, , 10-15% Dutadiene Acryionitrile Copolymer/107-13-1, <1% Dye] (HR:- 16 00-01-131' 100 L Aguastar Coulomat Single Solution CA, CR, .4293 Gins .1651 Gins .0660. Gins Y N QA - - [60-80% Methanol/67-56-1, 10730% FL1B, OHM, TX - Guanidiniumbenzoate/26739-54-8, 0- .20%;,-Sulfur Dioxide/7446-09-5, 0- - . 10%-Iodine/7553-56-2] (HA: H3 F31 . . . 17 25635-88-5 100 CG Air (Compressed) [Breathing] NH 0.0000 Cf 311.0000 Cf - 0.0000 Cf - N Y CP 18 25635-88-5 100 CG Air (Compressed] [Breathing] NM - 933.0000 Cf 0.0000 - Cf. 0.0000 Cf N. N ES3 Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. -- "5: - .''-•' - -- .-.- -- _-_._-"__ 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING . SITE: Page 2 Item# CAS # Conc% State Name HazCiass Stge Units UC Units UO Units Cabs >15Psi Loc 19 7783_06_4* 100 - L Aitch-Th-Ess [Hydrogen Sulfide FL1B, IR, 0.0000 Gins .0013 Gins - 0.0000' Gins Y N QA Generation] [HR: 113 F4] TX, ST3 20 107-18-6 100 L - Aiiyi Alcohol (Vinyl Carbinol] CR, FL1B, .1717 Gins .0660 -Gins .0264 Gins Y. N R&D, (HR H4 F3] HT 513 21 7446700* 50 L Aluminum Chloride ERR: H3 Wi COR] CR, OHH, WRi .0085 Gins .0033 Gins .0013 Gins N N . QA 22 7784-18-1 100 - S Aluminum Fluoride ERR: H31 IR, OHH - .0357 Lbs .0137 - Lbs .0055 Lbs N - N R&D 23 7429905* 4 L Aluminum ICP/DCP Standard Solution CR, TX .0858 Gins - .0330 Gins .0132 Gins N -N QA - ERR: 113 COR] 24 1344-28-1 100 S Aluminum Oxide [Alumina] IR, 01111 . 4.2950 Lbs . 1.6518 Lbs .6606 Lbs N - N - QA - - [hromatrographic Sorbent] [HR: H3] 25 - 1344-287-1 100 5 Aluminum Oxide [Alumina] - IL OHH - 1.4365 Lbs - - - .5525 Lbs . - - .2210 - Lbs N N .R&D - . [Chromatrographic Sorbent] [HR: H31 - . . 26 81133-22-4 100 5 Aniberlite IRA 743 ERR: 112] - IR - - - - 1.4365 Lbs .5525 Lbs ,.2210 Lbs N N " R&D 27 9050-97-9 100'- S Ainberlite IRA 900 ERR: 112] IR .5726 Lbs .2202 Lbs . .0881 - Lbs - N N R&D. 28 9037-24-5 - 100 S Amberiyst Anion Exchanger ERR: 1121 IR - .7158 Lbs - .2753 Lbs - - - . .1101 Lbs N - N R&D 29 9049-93-8 100 - S Amino Acid Standard 11 (F)' OHH - 1.0737 Lbs .412,9' 'Lbs .1651.- Lbs N N QA [Amberlyst A-21 ,Ion Exchange - -. ---- - - Resin] 4112: H31 30 9049-93-8 100 - S Amino Acid Standard H (F) OHH - - 1.4365 Lbs , - .5525 Lbs - .2210 Lbs - N - N - R&D. -- -. - (Amberlyst A-'21 Ion Exchange - -Resin] (HRF 1133' 31 631-61-8 - .100 S Arnmonium Acetate [RR: 112] - IR - 3.5913 Lbs - 1.3813 Lbs ' .5525 Lbs -N N ' . QA 32 12228-87-4 100 S Ammonium Biborate-Tetrahydrate [pH IR .7158 Lbs .2753 -Lbs -, - - .1101 Lbs - - N N QA - - 8.81 33 -1066-33-7 100 S Ammonium Bicarbonate ERR: 1121 IR .7158 Lbs .2753 Lbs - .1101 Lbs - N N - R&D 34 00-01-134 100 5 Ammonium Borate Decahydrate - IR, ORB .7158 Lbs - - .2753 Lbs - - - .1101 Lbs - N N QA : . . . (Ammonium Decaborate] ERR: 1131 35 506-87-6 -- 100 - S Ammonium Carbonate [RR: H21 - IR - .7158 Lbs .2753 Lbs - .1101 Lbs -N - N 'R&D 36 - 12125-02-9 100 5 Ammonium Chloride [RR: 112]' IR 2.8633 Lbs 1.1013 Lbs - .4405 Lbs N N - QA 37 12125-02-9 100 5 Ammonium Chloride ,[RR: H2] - IR . .1431 - Lbs - .0550, 'Lbs ': - .0220 Lbs - - N N' R&D 38 12125-01-8 - 100 - S - Ainmonium Fluoride ERR: H3 COR] - - CR, SN - .1431 'Lbs :0550 Lbs - .0220 Lbs ''N N QA 39 12125-01-8 100 S Ammonium Fluoride ERR: H3 COR] - -CR, SN - .0357 Lbs .0137 LbS .0055 Lbs N -N R&D Hazardous Materials -& Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. - - - - - - - - - - - - - - - - 4 - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING - - : 'SITE: Page 3 Item# CAS # Conc% State Name . 14azC1ass Ste ' Units UC Units UO Units Cabs >iSPsi Loc 40 16919-19-0 100 S Ammonium -Hexafiiotosiiicate [HR: CR .3579 Lbs .1376 Lbs .0550 Lbs N N QA H3COR) 41 1341-49-7 100 S Ammonium Hydrogen Fluoride ' CR . 28730 Lbs 1.1050 Lbs, .4420 'Lbs N N QA - [Ammonium Bifluoride] (HE: H3 COR] : 42 1336-21-6 ioo L Ammonium Hydroxide [Aqua Ammonia] CR, TX 0.0000 Gins 2.0000 Gins 0.0000 5Glns N N CP&P - (p14 >13) (Base) [HE: H3 COR) 43 1336-21-6 100 L Ammonium Hydroxide [Aqua,Ammonia) CR,' TX 16.0000 Gins 0.0000 Gins - 00000 Gins N N GS [pH >131 (Base) (HE: H3 COR] 44 1336-21-6 100 L Ammonium Hydroxide (Aqua Ammonia) CR, TX - .2575 Gins - .0981 Gins .0396 Gins N N QA (pH >13) (Base] [HR: H3 COR) 45 7803-55-6 100 S Ammonium Metavandate (HE: 143) OHH .3579 Lbs .1376 Lbs .0550 Lbs N N QA 46 12054-85-2 100 S Ammonium Molybdate(VI) IR, TX .1625 Lbs- .0625 Lbs .0250 Lbs N N QA • Tetrahydrate (HR: 143) - 47 12054852* 80 L Ammonium- Moiybdate(VI) IR, TX 0858 Gins .0330 Gins .0132 Gins N N QA Tetrahydrate (Solution) [HR: 143] 48 12007-89-5 100 S Ainmnium.Pentaborate Octahydrate - IR '. 2.8730 Lbs 1.1050 Lbs - .4420 Lbs -N N . QA [pH 8.31 . . . -• 49 7783-28-0 - 100 - S Ammonium Phosphate Dibasic (HR: 143 CR . - , - - 2.8730 Lbs 1.1050 Lbs --.4420 Lbs N' N QA COR) 50 7722-76-1 100 5 Ammonium Phosphate Monobasic IR .2289 'Lbs , .0880 Lbs -' .0352 , Lbs - ' N ' N QA - . (Monoammonium Phosphate) (HR: 1421 - - - -- - " 51 77276.1* 50 L Ammonium Phosphate Monobasic IR .- - .0858 Gins - .0330 Gins . - .0132 Gins N N QA- - (Monoammonium-Phosphate) (HE: 112) 52 7783-20-2 100 S Ammonium Sulfate [HE: 1421 IR ' . .7158 Lbs .2753 Lbs ' .iiol Lbs N N QA .53 12125-02-9 20 L - Ammonium, Volumetric Standard IR - .1717 Gins .0660 Giis - . .0264 Gins N N 'QA , - - [Solution in Water] (HE: H21 54 ' 75-85-4 100 L Amy1 Alcohol [tert-Pentyl Aièohol) CL2, 01411, SN .3154 Gins .1213 Gins - .0485 Gins Y N QA - (T-) (HR: H2 143) 55 7440-02-0k 10 - L Anode Rinse (Anode Bags with Solid CA, IR, 01414, ' - - '.0171 Gins .0066 Gins, - - .0026 ., Gins N N - QA Nickel Chips) [lIRe H3] - SN 56 00-01-155 100 L Aiiti-Fog [Alcohol Baèed) (HR: H3 'FLiB, IR, OHB - - 1.0000 Gins * 0.0000 Gins 0.0000 Gins 'N N E55 -, F31 .- Hazardous Materials & Occupancy Classificati'on Analysis - Eriksen-Ratan Associates Inc. 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page 4 Item# CAS # Conc% State Name HazClass• Stge Units UC - Units . UO Units. Cabs >lsPsi Loc 57 00-01-155 100 L Anti-Fog (Alcohol Based) (ER: 113 FLlB, IL 01111 0.0000 Gins , 0.0000 Gins 1.1250 ' ' Gins , ' N N GS F31 58 1309_64_4* 100 S Antimony (III) Oxide (Finished , NH ' 660.0000 Lbs , 0.0000 Lbs 0.0000 Lbs , N , N GS Product] [ER: 01 59 1309-64-4 100 S Antimony (III) Oxide [ER: 1121 IR . 0.0000 Lbs '660.0000 Lbs 0.0000 Lbs N N: GS 60 1309-64-4 100 S Antimony (III) Oxide [ER: 1121 ' IR ' 2111.6550 Lbs 812.1750 Lbs 324.8700 Lbs N N QA 61 744036_0* 10 L Antimony ICP/DCP Standard Solution CR, TX' ' .9531 Glns .3966 Glns .0469 Gins N N QA [ER: 1131 62 7783-70-2 100 L Antimony Pentafiuoride [ER: 113 COR] CR, ST3 ' .0143 Gins ' .0055 Gins , ' .0022 Gins, N , N , R&D 63 7440-360 100 S Antimony (ER: 1121 ' IR ' .2146 Lbs .0825 Lbs .0330 Lbs N , N QA 64 00-01-127 ' 100, L Aqua Sorb [Dessicant/Surfactant] IR' , .1431 Gins .0550 Gins .0220 'Gins N N QA (ER: 1121 65 7440-37-1C 100 C Argon Caw: 39.941 ' NH 0.0000 Gins 450.0000, Gins 0.0000 Gins ' , N N ' 106 66 7440-37-1 100 CG Argon Caw: 39.941 NH 311.0000 Cf '0.0000 Cf 0.0000 Cf , N N ' EP 67 7440382* 1 L , Arsenic ICP/DCP Standard Solution CA, IR, OHH, .0943 Gins .0663 Gins .0148 Gins , N N QA (HR: 1441 68 7440-38-2 100 S Arsenic [ER: 114 F21 CA, FS, IR, '34.0000 Lbs 1.0000 ' Lbs , 0.0000 Lbs N N CP ONH,TX' , 69: 50-81-7 .100 ' 5 Ascorbic Acid (L} (ER: 1121 ' IR ' .1431 Lbs '.0550 Lbs. .0220 ' Lbs N N QA 70 543-80-6 100 S Barium Acetate (HR:'112) ' IR , .1431 Lbs, ' .0550 Lbs -.0220 Lbs N .N R&D 71 ' 10361_37_2* 10 L Barium Chloride Volumetric CA, IR; 01111,' ' .0128 Gins ' .0049 Gins , ' .0019 'Gins N N QA Standard (ER: 1131, ' ' TX 72 10361-37-2- 100 S . Barium Chloride [ER: 1131 ' CA, IR, 01111, ' .7158 Lbs .2753 Lbs , - .1101 Lbs - N N QA • -. TX . 73 00-01-165 , 100 ' S - Barium Formate [ER: 113) CR, 01411, TX .1431 Lbs ' .0550 Lbs .0220 Lbs N " N R&D 74 13477-09-3, 100 S Barium Hydride [ER: F3 H2 W2] IR, PY, WR2 ' .5900 Lbs' , .0065, Lbs - , 0.9000 Lbs ' Y N' R&D' 75 12230-71-6 - 100 - S Barium Hydroxide Octahydrate (ER: - CR, TX - .7158 Lbs , , .2753 Lbs - .1101 Lbs ,N - N QA H3COR) 76 - 7440393* 2 - L Barium ICP/DCP Standard Solution CR, TX - , .1024 Gins ' .0129 Gins , . 0i71 Gins' N N QA (in Nitric Acid) (ER: H3 COR) '- 77 1304-28-5 100 S Barium Oxide [Barium Monoxide]' ' CR, OX2, WRi .7158 Lbs .1000 Lbs - 0.0000 : Lbs N N R&D - (Base) [ER: 113 COR OX ER) Hazardous Materials & Occupancy 'Classification Analysis - Eriksen-Rattan Associates Inc. • a ' - - -- - -- - '- - - - - "- .-. '•_:_•,_'• 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page 5 Item# CAS # Conc% State Name HazClass Stge Units . VC -Units UO, Units Cabs >iSPsi L6c 78 7727-43-7 100 S Barium Sulfate ERR: H31 IR, OHH -. .7158. Lbs .2753 Lbs .1101 Lbs N N QA 79 7727-437 10 L Barium Sulfate [Solution] ERR: H3]- IR, OHH .0858 Gins .0330 Gins- .0132 Gins N -'N QA 80 12084-29-6 100 S 'Barum Acetylacetonate Octahydrate IR .0714 Lbs .0274 Lbs 0.0000 Lbs N N - R&D ERR: H33 81 554-95-0 100 S Benzenetricarboxyiic acid (1,3,5-) IR - .0714 Lbs .0274 - Lbs .0110 Lbs N N QA - [HR: H21 82 65-85-0 100 S Benzoic Acid ERR: H3] IR; OHM - 1.0737 Lbs .4129 Lbs - .1651 Lbs N - N QA 83 532-32-1 100 S Benzoic Acid, Sodium Salt [Sodium IR- .7158 Lbs .2753 Lbs - -.1101 Lbs N N QA Benzoate) (RR: H2) 84 - 100-47-0 - 100 L Benzonitri].e 'ERR:. H2 F21 - CL3A, IR .1288 Gins .0500 Gins - - .0200 Gins - Y N - - - -R&D 85 119-61-9 - 100 L Benzophenone, ERR: H2 Fl] . CL3B, IR - - - .1432 Gins .0551 Gins ' 0.0000 Gins --N N - R&D - 86 7440_41_7* - 2 - L Beryllium •ICP/DCP Standard- - - CR, OHM, TX .2102 Gins .0808 Gins - - 0051:1 Gins - - N N- QA - ' - Solution [in Hydrochloric Acid or • fl - - Nitric Acid] (pH 31 ERR: H31 87 366-18-7 100 S Bipyridine (2,2-) ERR: H2] IR 0357 Lbs ' .0137 Lbs .0055 Lbs Y N R&D 88 6143-68-6 100 L Bis(Monoethyiamino)Dimethylsilane CR, FLiB, - .0143 Gins .0055 Gins .0022 Gins N N - -R&D ERR: H3 F3 Ri WRi] - - OHM, WR1 • - ' - - ' 89 16066-09-4 - 100 L' Bis(Trimethyisiioxy)-1,3- - CR, FL].B, . - .'0024 Gins - - .0006 Gins - .0002 -Gins 'N , N R&D - -- . - Dimethyldisiloxane (1,3-) ERR: 143 TX, WRi -- - F3 Ri CORWR1] •, ' . . -. - - ,. - - ' - - - - - 90 14630-40-1 - 100,. - -- L Bis(Trimethylsiiyi)Acetyiene (HR: FLiB,- IR .0071 -. - Gins .0027 Gins .00il Gins' - .Y N R&D H2 P31 ' .'• - .- - - - 0 - ' . ' ' . - 91 i873-88-7 100 ' L - Bis)Trimethylsiloxy)Methyisiiane cR,FL1B, • - .0007 Gins -- .0003 Gins .0001 Gins'.' N , N - R&D ERR: H3 F3 Ri WRl] . ' ' OHM, WRi • .. : • ' . ' . ' ' ' 92 7440-69-9* 4 L Bismuth ICP/DCP Standard Solution CR 0X2 1801 Gins 0693 Gins 0277 Gins N N QA (in Nitric Acid] ERR: H3 OX2 CORI , - - ' ' ' • ' ' ' 93 10043-35-3 100 - S Boric Acid ERR: H21 • , IR • '- .5010 Lbs ' .1927 Lbs - .0770 Lbs ., N N - QA 94 7440..42* 1 1.. Boron Atomic Absorption Solution IR, - ' - .0858 ,, Gins .0330 Gins - .0132 - Gins N - N - QA (in Water] ERR: H21 95 7440-42-8 1 - L Boron ICP/DCP Standard Solution - IR ' ' .0858 Gins ' '.0330 Gins - '.0132 Gins N N - - QA - - • [stabilized in 0.1%.Chiorine or, Nitric Acid]' [HR:H2]' Hazardous Materials & Occupancy Classification Analysis - EriksenRattan Associates. Inc. - - - - - - - - - - - - - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING '. SITE: Page 6 - Item# GAS # Conc% State Name . HazCiass Stge Units UC Units UO Units Cabs >15Psi Loc 96.. 10294-33-4 100 L Boron Tribromide ERR: 143 CORI CR, TX 5.0000 Gins 0.0000 Gins 0.0000 Gins N N, 330 97 10294-33-4 100 L Boron Tribromide (HR': H3 CORI CR, TX.,, . - ,i6.0000.,, Gins,,. . Gins '0.00,00 Gins., ,N - •N, 501, 98 10294-33-4 100 L Boron Tribromide ERR: H3 CORI CR, TX 16.0000 Gins 0.0000 Gins . 00000 Gins N N 503CP 99 10294-33-4 100 •L Boron Tribromide ERR: H3 CORI CR, TX - 32.0000 Gins 5.0000 Gins 0.0000 - Gins N N CP - 100 10294-33-4 100 L Boron Tribromide ERR: H3 CORI . CR, TX 2.0000 Gins 0.0000 Gins - 0.0000 Gins N N GS ioi, 10294-33-4 100 L Boron Tribromide (HR:'H3 CORI. 'CR, TX 2.6417 Gins 0.0000 Gins 0.0000 Gins N N' GS 102 130386-2 100 S Boron Trioxide:.[BoricAnhydride] -IR , . '.7158 Lbs .2753 Lbs 0.0000 Lbs N N R&D (HR: 'H2] ' 103 7726-95-6 100 L Bromine ERR: H3 OX2 CORI CR, OHH, 15:0000. -Gins 0.0000 Gins 0.0000 Gins' N N 501 - 0X2, TX, ST3 104 ,7726-95-6 100 L Bromine EHR:H3'OX2 CORI - CR, OHH, - 10.0000 Gins 0.0000 Gins ' - 0.0000 Gins N N 503-CP, 'OX2, TX, ST3 105 7726-95'6 i00 L Bromine [HR H3 0X2 CORI CR OHH 0428 Gins 0164 Gins 0065 Gins N N R&D - : OX2, TX, ST3 106 7726-95-6 , ioo L Bromine ERR: H3 0X2 CORI ' CR, OHH, 1.0000 Gins .2500 Gins 0.0000 Gins , Y N R&DE • - - ' OX2,TX,,ST3 , 107: 112-29-8 , i00 S Bromodecane(i-) ERR: H21 , . IR .1431 Lbs " .0550 Lbs .0220. Lbs Y N QA' 108 143-15-7 100,b , L Bromododecane (l-)'-EHR:.H2 F21 -- CL3B,, IR ' .0143 Gins .0055 Gins .0022 Gins Y N. ' QA 109 76-59-5 , 100 S BromothymoiThiue'E31,3"- , IR - '. .0071 Lbs .0027 Lbs .00ii 'Lbs ' ' N N. QA DibromothyTnoisulfonephthaièinl ERR: H21 . ' - - '• ' ' '110 ':13683:41_5 ' 100 L Bromovinyitrimethylsiiafle (1-) CR, FLiB .. ,. .0015 Gins ' .0005 Gins . .0002 - Gins N N R&D - ERR: F3 H3 COR] . - •. ' . ' - .• ' ' : , ' - , . ill 5787-00-8 100 5 ' Brucine Sulfate Hydrate ERR: H21 IR .0357 Lbs ' .0137" Lbs : .0055 Lbs . N N QA 112 A239i2-7 100 L Buffer pH-10 *[HR: H2] , - . IR - .6500 Gins . .2506' Gins , ' .1000 "Gins Y ' N ' ENGR 113 A23,912-7 100 L Buffer pH-10 ERR: H2] ' ' IR ' - .0858 ,Gins . .0330 Gins ' .0132 ' Gins ' N N QA 114 A23,903-8 100 L ' Buffer pH-4 ERR: H21 IR . .0858 Gins' .0330 Gins - '.. .0132 Gins N N ' QA 115 A21,908-9 , , 100 . L Buffer pH-7 [RR H2] , IR .6500 Gins'.. .2500 Gins ' .1000 Gins , - N 'ENGR hG,, A23,908-9 100 L Buffer pH-7 [HR: H21 IR - .1717 Gins .0660 Gins .0264 Gins '. N N QA 117 ' 106-99-0 - 100 CG 'Butadiene (1,3-) [mw: 54.101 ERR CA, FG, IR, - 0.0000 'Cf - 2.0000 Cf 0.0000 Cf Y N R&D F4' H3 R21 . - • • UR2 118 78-92-2 100 -L Butanoi (2-) Esec-Butanol] [2- FL1B, IR, OHH 3.0000 Gins 0.0000 Gins 0.0000 Gins- 'N 'N '502, - - Butyl Alcohol] (sec-Butyl Alcohol] - - , ERR: H3 F31 • . Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. - - - - - - - - - - - - - - - 8/26/93 SCHUMACHER -.1969. Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING - - - SITE: Page 7 Item#. CAS # Conc% State Name HazClass Stge Units UC Units UO Units Cabs >15Psi Loc 119 78-92-2 100 L Butanol (2-) (sec-Butanol] [2- FL1B, IR, OHH 1.0000 Glns 0.0000 Glns ' 0.0000 Glns N• N CP Butyl Alcohol) [sec-Butyl Alcohol] 0 (KR: 113 F3] .• - 120 78-92-2 100 L Butanol (2-) [sec-Butanol] [2- FLlB, IR, ONE .0406 Glns .0156 Glns '• .0063' Glns Y N ENGR Butyl Alcohol] [sec-Butyl Alcohol] S [KR: H3 F3] S : '- 121 ' 71-36-3 100 'L Butyl Alcohol (N-) (Butanol] (MA: FL1C, IR .0143 Glns .0055 Gins, .0022 Gins Y N , QA 112F3] 122 142-96-1 100 L Butyl Ether (n-) (HR 113 F3] FL1B IR OHEJ Glns 0066 Gins 0026 Gins Y N QA 123 128-37-0 100 S Butyl-4-Hydroxymethylphenol (2.67 IR, OHH -: .0714 Lbs .0274 Lbs .0110 Lbs N N R&D Di-tert) [BHT] '(KR: 1131 124 '75-64-9 100 L Butylamine (tert ) (HR 113 £3] FL1B IR 2500 Gins 10,60, Glns 0.0000 Glns Y N R&D OHH,TX 125 56310-18-0 100 5 Butylchlorosilane (Di-tert-) (MA: 'CR .2862 Lbs ' .1100 Lbs .0440 Lbs -N N. R&D H3COR] 126 3529-09-7 100 L Butylethylenediamine (N,N-di-t-) CL3A,CR .0071 Glns .0027 Gins -- .00ll Gins N N R&D [HR:H3E'2] - 127 594-19-4 20 L Butyllithium (tert-) in Pentane - - CR, PY, WR2 .1900 Gins .0081 , Gins - 0.0000 - Gins Y N: R&D 11.7M Solution] [MA: 113 F3 W2 COR] 128 109-72-8. 80 L Butyllithiurn in cyclohexane. (lo.M 'CR, PY, WR2. .0260 Gins .0003 Gins 0.0000 Glns Y N R&D Solution] (MA: 113 £3 W2 COR] 129 1600-29-9 100 5 Butylsilane (n-) (HR: H3 Fl] FS, IR, OHH .1431 Lbs .0550 Lbs .0220 Lbs N N ' R&D 130 18171-74-9 100 5 Butyltrichiorosilane (tert-) (HE: FS- .7158 Lbs ' '- .2753 Lbs '.1101 Lbs. N N R&D • . - ' F21 . . . 131 ' 7440439* 2 L ' Cadmium ICP/DCP Standard Solution CA, CR, SN, .1802 Gins .0693 Glns - .0277, Gins - N N QA [in Nitric Acid] (HE: H3 COR] TX 132 - 7440-43-9 100 S Cadmium (KR: 113) - CA, SN, TX - 1.0737 Lbs .4129 Lbs - '.1651 Lbs N N , QA 133 10043-52-4 100 - S - Calcium Chloride [MA: 1131 IR, ORE 17.2510 Lbs 6.6350 ,Lbs : 2.6540 . Lbs, - N -N QA 134 7789-78-8 100 5 Calcium Hydride (NRf' H3 F2 W2 Co1fl CR, FS, WR2 .2862 Lbs , .1100 '' Lbs - ' .0440 Lbs Y N - R&D 135 7440702* 2 L Calcium ICP/DCP Standard Solution CR, TX , - .0256 Gins .0099 Gins - ' :0039 Gins N N QA (in Nitric Acid] [HR 113 COR] 136 7778-18-9 100 - S Calcium Sulfate (Drierite] (MA: 113] IR,' 011K ' 3.1500 Lbs - - 1.2500 - Lbs - .5000 - Lbs N - N QA Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page 8 Item# CPS fl Conc% State Name - llazClass Stge Units UC' Units UO Units Cabs ,lSPsi Loc 137 56-23-5 100 L Carbon Tetrachloride , CA, 01411 .8585 Gins .3302 Gins .1320 Gins Y N QA' ETetrachloromethane) [HR: 1431 138 56-23-5 1001, L Carbon Tetrachloride - CA, 01411 00000 Gins 1.2500 Gins 0.0000 Gins Y N R&DE '(Tetrachioromethane) (HR: 1431 139 7440-44-0 100 S Carbon (Activated Carbon] [HR: H21 IR 30.0000 Lbs 2200.0000 'Lbs 30.0000 Lbs N N CP 140 7440-44-0 100 S Carbon (Activated Carbon) [HR: 142] IR ' .0714 Lbs .0274 Lbs .0110 Lbs N N QA - 141 1390-65-4 100 S Carmine - [Alum Lake of Carminic, IR .0071 Lbs .0027 Lbs .0011 Lbs N N QA Acid] [HR: 1421 142 8001-79-4 100 L Castor Oil (939209] ERR: 142 Fl) CL3B, IR, SN- ' 1.3000 Gins .5000 Gins ' - .2000 Gins Y N R&D 143 61790-53-2 100 - S Celite Filter Agent ERR: H21 IR ' .1431 Lbs' ' .0550' Lbs _0220 Lbs N N R&D 144 7647-17-8 100 S Cesium Chloride ERR: H31 IR, 01414 .7158 Lbs .2753 Lbs .1101 Lbs N N' R&D 145 7789-17-5 100 S Cesium Iodide (Powder) [HR: 112) ' IR ' ' ' .0143 Lbs ' .0055 Lbs ' .0022 Lbs ' N N 'QA 146 , 00-01-163 ' 100 L Chlorinated Solvents (Weld-On CL2, IR, ' 0.0000 Gins 0.0000 Gins ' .1000 ' Gins N N 103 Solvent) (HR: 143 F21 01414, TX ' 147 . 7782-50-5 , 100 LG , Chlorine ,(mw: 70.91 (HR: 143 COR OX) CR, OX, TX, ' , . 0.0000 'Cf . 5.4160 Cf ' 0.0000 ' Cf Y N R&D ST3 148 507-20-0 100 L Chloro-2-Methyi 'Propane (2-) ERR: FL1B, IR , , .0716' Gins .0275, Gins .0110 Gins Y 'N R&D H2 F311 '.- 149 78-8614 - ' 100 'L - hiorobutane (2-) [sec-Butyl FL1A, IR - , - .0143 Gins - - .0055 Gins - .0022 Gins - - Y - N - QA, Chloride] (HR: F4 H2] 150 75-00-3G 100 CG Chloroethane (Ethyl Chloride) Emw: FG, IR ' 0.0000 Cf 6.0000 Cf 0.0000 C'f, - - Y N R&D 64,521 ERR: 142 F41 151 67-66-3 , lOb L Chloroform (Trichioromethane] (HR: CA, IR, 01411, - 8.4535 Gins 0.0000 'Gins' 0.0000 Gins N - N 503-RD H31 TX, ST3''- 152 67-66-3 100 - L Chloroform (Trichloromethane) ERR: CA, IR, 01414, 5.0000' Gins - , 0.0000 Gins - 0.0000 Gins Y N ' .505-RD 1431 - ' ' - 'TX, ST3 153 67-66-3 100 L Chloroform (Trichioromethane) 'ERR: CA, IR, 01411, 2.5561 Gins - - .9831 Gins - .3932 Gins Y , N QA - 1431 . TX, ST3 154 67-66-3 100 L Chloroform [Trichloromethane] ERR: CA, IR, 01114, 3.2500 Gins 1.2500 Gins - 0.0000 Gins - Y N R&DE - H33 - . - TX, ST3 155 629-06-1 100 - L Chloroheptane (1-) ERR: F2 1423 CL2, IR - .0143 Gins - .0055 Gins - - .0022 Gins Y N R&D 156 2917-46-6 - 100 L Chloromethyl Dirnethylsilane (bis-) CL2, CR .0143 Gins - .0055 Glns ;0022 Gins : Y N - R&D - ERR: F2 H3 COR) Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. - - - - - - - - - - - - - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page 9 Item# CPS : Conc% State Name -. HazClass -. Stge Units UC Units - UO Units Cabs >15Pèi .Loc 157 2344-80-1 100 L Chioromethyl Trimethyi Siiane [HA: CR, FLiA .0143 Gins .0055 Gins :0022 Gins Y N R&D H3F4COR] 158 4430-20-0 100 S Chlorophenol Red Powder [HA: H21 IA - .0015 -Lbs . .0005 Lbs .0002 Lbs , N N - QA 159 4430200* 1 L Chiorophenol Red Solution (HR: H2] IR - . .0173 Gins .0066 . Gins .0026 Gins N N QA 160 123-41-1 . 20 L Choline Hydroxide (Solution in CR ' .0858 Gins. .0330 ''Gins - .0132 Glns N N QA - : Water] [HA: ff3 COR] 161 123-41-1 20 L Choline Hydroxide (Solution in ' CR .4293 Gins .1651 Glns .0660 Gins Y N R&D Water] (HA: H3 COR] 162 123-41-1 20 L Choline Hydroxide-[Solution in - CR .6500 Gins .2500 Gins- . .1000, Gins Y N R&DE - - Water] [HA: ff3 COR] - - - - - - -'• . :- 163 1333_82_0* 25 L Chromic Acid (Sulfuric chromerge, -. CA, CR, OHH, .0128 Gins .0049 Gins .0019 Gins '-N N QA Sulfur] '[Chromium(VI) Oxide] [Acid 0X2, TX.. '•, S Dichromate] (HR: H3- OX2] 164 7440473t 4 L Chromium ICP/DCP Standard Solution CR, TX .0943 Glns :0363 Gins ..0145 Gins N N. QA [in Hydrochloric Acid] (HA: H3 COR] 165 00-01-160 100 A Circuit Cooler ALl, IR, 0.0000 Lbs. 0.0000 Lbs - .0250 . Lbs - N N 103 - . (Dichiorodifiuoromethane/75-71-8, OHE, SN Trichlorofluoromethane/75-69.-4] [HR: H3 Fl], 166 00-01-158 100 L Clair II [Surfactant] (HR: 01 ' NH - 20.0000 Gins- 0.0000. Gins 0.0000 Gins N N ESS 167 00-01-158 100 L Clair II [Surfactánt] [HA: 0] i NW 0.0000 Gins -20.0000 Gins - 0.0000 Gins - - N - N GS. 168- 00-01-148 -100 -L Cleaning Fluid [HA: H3 F2]--- S 'CL2, IA, OHH,, 19.0000 Gins 0.0000 Gins 1.0000 Gins . N N403 169 7440_484* 2 L Cobalt ICP/DCP Standard Solution - CR, OX2 .0943 Gins 7 -- .0363 - Gins - . - .0145- Gins - N N QA [HA: ff3 0X2 COAl 170 10026-18-3 - -ioo S Cobalt(II) Fluoride [HR:-H3 CROX1] CR, OXi, TX - .0357 Lbs .0137 Lbs.- - '. .0055 Lbs N.. N R&D 171 00-01-162 100 A Connector Plus [1,1,1- ALl, XR,COHH 0.0000 Lbs - 0.0000 Lbs ..'l.00OO Lbs . N N 103-. - Trichioroethane, Polyphenyi Ether, Carbon Dioxide] (HA: ff3 Fl] 'i72 6046-93-1 100 5 Copper (II) Acetate Monohydrate IR - - .1431 Lbs - .0550 Lbs - .0220 Lbs N N R&D - - (HA: H21 173 7789-19-7 100 S Copper (II) Flouride [HA: 021 - IA .0357 Lbs - .0137 Lbs .0055 Lbs- N N - R&D 174 - 34946782-2 100 5 Copper (II) Trifiate [HR: H3 COR] CR . .0071 Lbs .0027 Lbs .0011 Lbs 'N N - -R&D -- • --. , ... . - S -,. -. - . --- - ____5__ -- - _._ __.: - ----S S '- - . - -- S ••_; - -- - - - - Hazardous-Materials & OcupncyClification Analysis - Eriksen-Rattan Associates Inc. - - - - . - - - - - - - - - - - - - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING " , SITE: Page '10' Item# CAS U Conc% State Name - HazClass Stge Units UC , Units ' DO Units Cabs >15Psi Loc 175 7440_50_8*** 2 L Copper ICP/DCP/Atomic Absorption ' CR, 0X2 .0943 Gins .0363 Gins -. 0145 Gins N N QA Standard Solution (BR: H3 0X2 COR) 0 ' , ,, , 176 7440750-8 100 S Copper (Powder] ERR: H2] ' F'S .2862 Lbs .1100 Lbs , .0440 Lbs N N'. R&D 177 598-54-9 100 S Copper(I) Acetate (Im: H21 IR - .0143 Lbs '.0055 Lbs .0022 Lbs N N R&D 178 7681-65-4 , ' 100 S Copper(I) Iodide [HR: H31 , IR, ,OHH .0357 Lbs .0137 Lbs .0055 Lbs , N N R&D 179 1317-39-1 100 S Copper(I) Oxide (BR: H31 IR, TX .2862 Lbs .1100 - Lbs .0440 Lbs N N , R&D 180 544-19-4 100 S Copper(II) Formate Hydrate (HR:'H3] CR, OHH .3579 Lbs .1376 Lbs .0550 , , Lbs N N R&D 181 3112-74-1 100 5 Copper(II) Propionate Hydrate ERR: ' IR .0714 Lbs .0274 Lbs , .0110 Lbs N N R&D H2] 182 7758-99-8 iøb S Copper(II) Sulfate Pentahydrate ' IR, TX .7158 Lbs " .2753 Lbs , , .1101 'Lbs N ' N- QA (Cupric Sulfate] (HR: H31 ,183 '17455-13-9 ' 100 S Crown-6-Ether(18-) (BR: H21 IR ' : .0357 Lbs , .0137 Lbs , , .0055 Lbs N - ' N- - R&D 184 7758-89-6 100 - S Cuprous Chloride [Copper(I) ' OHH, TX , 1.4316 Lbs .5000 Lbs 0.0000 Lbs N ' N R&D Chloride] ERR: H31 185 458-37-7 100 , S Curcumin [HR: H21 , IR .0357 Lbs .0137 Lbs '.0055 , Lbs N N , QA 186 544-25-2 100 L. Cycioheptatriene (BR: H2 F31 - FL1C, IR, TX , .0342 Gins .0132 Gins'' , .0052 Gins - Y N R&D' 187 110-82-7 100 L Cyclohexane ERR: H3 F31 FL1B, IR, ORB .1288 Gins' .0495 Gins .0198 Glhs Y ,N QA 188 , ilO-82-7 100 L yciohexane (BR: 113 F3] - FL1B, IR, ORB .0085 Gins .0033, Gins - .0013 , Gins , Y , , N R&D' 189 - 4441-63-8 ' 100 S - Cyciohexanebutyric Acid (BR: H23 ' IR .0143 Lbs .0055- Lbs ,' ".0022 Lbs ' N : N QA 190 108-93-0 100 L Cyclohexanol (BR: H3 F2) , CL3A, IR, ORB .0858 Gins , :0330 Gins - .0132 Gins Y N , R&D 191 822-68-4 100 5, Cyclohexyiphosphine (BR: H2] IR - -.0143 -Lbs' .0055 - Lbs - .0022 ,Lbs - N N. R&D 192 - 98-12-4 100 S Cyclohexyltrichiorosilane (BR: H3 CR, .0357 Lbs .0137 Lbs .0055 Lbs N 'N R&D - COR] 193 1270-98-0 100 S Cyclopentadienyitatanium - CR ' .1431 Lbs - ' .0550 Lbs,: ' .0220 - Lbs - N - N R&D - ' Trichioride (BR: 113 COR) -' : ' - - -. -• - -•• -' 194' 00-01-141 100 L, Cyciosiloxane & Polysiloxane Elm: FL1B, IR, - 10.0000 Gins 0.0000 - Gins - 0.0000 Gins , N' - -N 503-CP - H3 P3 WR1] ' - , OHM, WR1 195 00-01-140 100 L Decafiuoro-2,4-Beptanedione CR, FL1B, - .0286 Gins - .-0110 Gins , - .0044 Gins Y N -' R&D (1,1,1,5,5,6,6,7,7,7-) ERR: 113 F3 TX, WR1 - R1CORWRi) 196 124-18-5 - 100 L De cane (BR: H3 F21 - - CL2, OHH, SN .0901 Gins .0385 Gins .0154 Gins Y - N - QA 197 124-18-5 100 L 'Decane (BR: 113 F21 ' CL2, OHH,, SN - .1432 Gins - .0551 Gins .0220 Gina - Y N R&D. Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates 'Inc. - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page ii Item# CAS # Conc% State Name HazCiass Stge Units UC Units UO Units Cabs >i5Psi Loc 198 13170-23-5 100 5 Diacetoxy-di-t-Butoxysilane (DABS) IR, TX .7000 Lbs .1000 Lbs 0.0000 Lbs N N R&D (HE: 1131 . . . . 199 95-50-1 100 L Dichlorobenzene (1,2-) (HE: 113 P2) CL3A, TX, IR .1717 Gins . .0660 Gins : .0164 Gins Y . N QA 200 75-34-3 100 'L Dichioroethane (1,1-) (1W: 113 P31 FLiB, IR, 01111 .0286 Gins .0110. Gins . . .0055 Gins Y N QA 201 107-06-2 100 L Dichloroethane (1,2-) (Ethylene CA, FLiB, .2575 Gins .0981 Gins .0396 Gins Y N QA Dichloride) (HE: 113 P31 IR, 01111 202 156-60-5 100 L Dichioroethylene (trans-1,2-) [1W: FLiB, IR 12.6000 Gins 0.0000 Gins •' 0.0000 - Gins N N 330 H2F31 -- 203 156-60-5 100 L Dichioroethylene (trans71,2-) [1W: FLiB, IR 60.0000 Gins 0.0000 Gins . .0 .0000 Gins N N 502 112F3) 204 156-60-5 100' L Djchloroethylene (trans-1,2-) (HE: FL1B, IR 150.0000 Gins 0.000,0 Gins 0.0000 Gins. N N 503-CP H2F3) •. . . . . ' ''' . 205 156-60-5 100 L Dichioroethyrene (trans-1,2-) (HE: FLiB, IR 0.0000 Gins .5811 Gins 0.0000 Gins ' '. N N CP&P • 112F3) ,. , . , S ' . ' -S 0 206 156-60-5 100 L Dichioroethyiene (trans-1,2-) (1W: FLiB, IR 32.2676 Gins 10.0000 Gins . 4.0000- Gins N N ENGR 112P3) 207 156-60-5 100 L Dichioroethylene (trans-1,2-) [1W: FLiB, IR .6867 Gins .2641 Gins . ' .1054 Gins Y 'N , . R&D 112F31 208 75-09-2 100 L . Dichioromethane- [Methylene. • CA, IR, OHH 37.0000 Gins 0.0000 Gins . 0.0000 Gins N N 503-RD Chioride] [Methane Dichloride) (HE: 1131 , . ' , . . . 209 75-09-2 -100 L. Dichiorornethane [Methylene - , CA,, IR, 01111 10.0000 , Gins 0.0000 Gins 0.0000 Gins Y N 505-RD Chloride)' (Methane Dichloride] (HE: 1131 210 75-09-2 100 L Dichioromethane [Methylene CA, IR, OliN .6867 Gins .2641 Gins .1054 Gins Y N QA Chloride (Methane Dichioridel ' . . • . (HE: 1131 211 75-09-2 100 L Dichioromethane (Methylene CA, IR, OliN 1.0000 Gins .1000 Gins .0.0000 Gins Y -N R&D Chloride) [Methane Dichloride) • S - - (HE: 1131 • 5 5 - - 5 - 212 75-09-2 • 100 L Dichiorornethane Methylene CA, IR, 01411 - 4.2500 Gins 1.0000 Gins 0.0000 Gins Y - N' R&DE Chloride] (Methane Dichloride] (HE: H31 - - Hazardous Materials & Occupancy Classification Analysis- Eriksen-Rattan Associates Inc. - - - - - - - - - - - - - - - - - - - 8/26/93 SCHUMACHER :1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING " SITE: Page 12 Item# 'CAS # Conc% State Name 'HazCiass Stge Units: ,UC', Units , UO Units Cabs >15Psi Loc 213 75-54-7 100 , L Dichioromethyisilane CR, PY, WR1 .1000 Gins , .0100 Gins ' 0.0000 Gins Y , ,N R&D (Methyidichlorosiianel [HE: H3 'F3 WRI COR) 214 142-28-9 100 L Dichioropropane (1,3-) [HR: H3 F31 FLiC, IR, OHM .0036 Gins .0014 Gins .0006 Gins Y ' N ' QA 215 4109-96-0 100 LG Dichiorosiiane [mw: 101.011 [HE: CR, FG, WR1 0.0000, Cf 5.0000 Cf 0.0000 Cf Y N , R&D H3 F4 WR1 CORI 216 829-84-5 100- ' L Dicyclohexyiphosphine [HR: H2 F31 , IR,P,Y ' , .0050 Gins .0,006 Gins ' 0.0000 Gins Y N R&D 217 77-73-16 100 1. Dicyclopentadiene [HR 92 F31 FLiC IR TX 0171 Gins 0066 Gins 0026 Gins N N R&D 218 64741-44-2 ioo L Diesel Fuel, Oil [Gas Oil) [HR: H3 CPA, IR, OHM 220.0000 Gins 0.0000 Gins '. 0.0000 Gins N N - GS • F21 , ' - -•' ' ' '' - 219 996-50-9 100 L Diethyl-1,i,i-Trimethyisiiylamine CR, FL1B' , 1.5850 Gins 0.0000 Gins' 0.0000 Gins N N, 503-RD - (N,N-) [Trirnethyisiiane Diethyiarnine) [TMSDFAI [HE: H3 F31 ' ' ' ' ' ' : ' ' -' 220 996-50-9 , 100 I Diethyl-1,i,1-Trimethyisiiyiamine CR, FLiB .1432 Gins '. .0551 Gins- .0220 Gins N' N' R&D • (N,N-) [Trimethyisilane ' ' ' .•'' Diethyiamine] [TMSDFA] (HR: H3 F3) 221 996-50-9 100 L Diethyi-1,1,1-Trimethyisiiyiamine ' CR, FL1B ' 1.3000 Gins :2500 Gins , 0.0000 Gins Y N R&DE (N,N-) [Trimethyisilane Diethyiamine) [TMSDFA) [HE: H3 F31 ' 222 1586-92-1 100 L Diethylaluminum Ethoxide [HE: H2 IR, P1, WR1 , .0153 , Gins ' .0055 Gins ' 0.0000 Gins Y. N ' QA F3WR11 223 109-89-7 100 -. L ' Die'thyiamine [HR: 113 F3 CORI. CR, ILiB, SN ' .25,76 Gins , . .0991 Gins , , .0396 Gins Y N R&D 224 1719-53-5 100 L Diethyididhiorosilane ERR: F3 H3 CR, •FLiC, , .2576 Gins , .0991 Gins - .0396 Gins N N R&D Ri COR WR1] OHM WRi. 225 2391-78-8 100 S Diethyldithiocarbamac Acid IR 1431 Lbs 0550 Lbs 0220 Lbs N N QA Diethylammonium Salt [Diethylammonium Diethyldithiocarbomate] (RR: H2) ' ' ' - .' : ' , '. ' 226 20624-25-3 ' 100 S Diethyidithiocarbamic Acid Sodium IR .1431 Lbs .0550 Lbs - '' .0220 - Lbs N N - QA '' -' , - 'Salt 'Trihydrate. [HR: H21 227 - - 100-37-8 100 L Diethylethanolamine (N,N-) [HE: H3 CL3A, CR, SN .1717 Gins .0660 Gins - - .0264 Gins Y N ,,; QA ' - F2COR] Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. - - - - - -I - - - - - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 -. SITE CONTENTS LISTING , , SITE: Page 13 Itemt$ CAS # Coná% State Name HazClass Stge Units UC Units - - UO - Units Cabs '>iSPsi Loc 228 542-91-6 100 ' L Diethylsilane (HR: H3 F3 Ri WRiI CR, FL1B, 100.0000 Gins 0.0000 - Gins 0.0000, Gins N N - 503-CP - OHH, WR1 .229 542-91-6 100 L - Diethylsilane [HR: H3 F3 Ri. WR1] - CR, FL1B, 5.2835 Gins 0.0000 Gins 0.0000 Gins N - N 503-RD OHH, WR1 230 542-91-6 100 L Diethylsilane [HR: H3, F3 RI WR1] CR, FL1B, 8.8400 Gins 0.0000 Gins 0.0000' Gins N N 503-RD - OHH, WR1 231 - 542-91-6 100 L Diethylsilane (HR: H3,F3 -Ri WR1] '' CR, FL1B, 50.0000 Gins 0.0000 Gins 0.0000 Gins Y N 505-RD OHM, WR1 232 542-91-6 100 L Diethylsilane (HR: H3 F3 Ri 'WRi] CR, FL1B, .0358 Gins - .0138 Gins .0055 Gins - N N - R&D OHM, WRi 233 542-91-6 100 L Diethylsilane [HR: H3 F3 Ri WR1] CR, FL1B, " ' -2.5000 Gins -2.5000 Gins 0.0000 Gins Y N R&DE : - OHH, WR1 234 - 5021-93-2 - 100 L Dietyidiethoxysiiane [HR: H2 F3] IR, PY - - .0016 Gins - .0006 Gins 0.0000 Gins Y N QA 235' 5808-22-0 100 S Dihydroxynaphthaiene-2,7- - IR' - .1431 Lbs . - '.0550 Lbs .0220 Lbs ,: N N - QA - Disuifonic Acid Disodium Salt - , Dihydrate (4,5) (Chromotropic Acid Disodium Salt) (1,8- - - Dihydroxynaphthaiene-31 6- 236 - 2222-29-4 - -100 L Diisopropyichiorosiiane (HR: H3 F3 CR. FLiB, - .0003 Gins .0001 Gins ' .0001 Gins N N-' R&D. Ri WR11 OHM, WR1 237 - 00-01-144 100 L Diisopropyisiiane (HR: H3 F31 - FL1B, IR, OHM. .0430 Gins - .0165 Gins .0066 Gins - N N - R&D 238 .77-76-9, - 100 - L Dimethoxypropane(2,2-) (HR: H2 F31 FL1B, IR , .0003 Gins .0001 Gins - .0001 Gins Y N QA 239 67-68-5 100 'L Dimethyi Suifoxide (DMSO) (Methyl - CL313, IR, - .2145 Gins - .0824 Gins . -:0316 Gins Y N - R&D • . ' -Suifoxide] (1W: H3 Fl] - OHM, SN 240 - 3760-14-3 100 L Dimethyi-1,5-Cyciooctadiene (1.5-) CL2, IR .0143 Gins - .0055 Gins .0022 - Gins Y N R&D H2 F21 - 241 80-73-9 100 S Dimethyl-2-Imidazoiidinone (1,3-) FS; IR 1.4365 Lbs .2000 'Lbs - , - 0.0000 Lbs - Y N R&D (1W: F2 H2] 242 124_40_3* ioo LG Dimethyiarnine (mw: 45.101 (HR: H3 CR, FG - - - 0.0000 Cf 17.0288 Cf - .-0:0000 'Cf Y N -R&D - F4COR] 243 1066-35-9 100 L Dimethyichiorosiiane - CR, FL1A, UR2' .0214 Gins .0082 Gins, .0033 'Gins' Y - N R&D- - - (Chiorodimethylsiianel (1W: F4 H3 - - - - - - R2COR] Hazardous Materials & Occupancy Classification Analysis - Erikseri-Rattan.Associates Inc. 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING - - - SITE: Page 14 Item# CAS # Conc% State Name HazCiass Stge Units UC Units UO Units Cabs >15Psi Loc 244 110-70-3 100 L Dimethylethylenediamine(N,N-) (HR: CR, FL1S .0071 Gins .0027W Gins .0011 Gins N N - R&D H3F3COR] 0 . 245 68-12-2 100 L Dimethyiformamide(N,N-) [HR: 113 F21 CA, CL2; IR, .1717 Gins .0660 Gins .0264 Gins Y N QA OHH . . . 246 68-12-2 100. L Dimethylformamide(N,N-) [HR: 113 F21 CA, CL2, IR, .2576 Gins .0991 Gins 0.0000 Gins Y N R&D -- . 01111 247 493-52-7 100- S Dimethyiphenolaminophenyl Benzoic. . IR, 01111 .0357 Lbs .0137 Lbs .0055 Lbs N N QA . Acid (p-) [Methyl Red] [HR: 113] 248 49352_7* . 10 L Dimethyiphenolaminophenyl Benzoic IR, 01111 .0858 Gins .0330 Gins .0132 Gins N N QA Acid (p-) [Methyl Red) [HR: 1131 . 249 123-91-1 100 L Dioxane(i.4-) [KR: H3 F31 CA, FLiB, 111 .0858. Gins - .0330 Gins . .0132 -Gins Y - N - QA 250 646-06-0 100 L Dioxolane (1,3-) [Glycol Methylene FL1B, IR - .0858 Gins - -. .0330 Gins .0132 Gins Y - N QA - Ether): [HR: 112 F31 251 80-10-4. - 100 L Diphenyldichiorosilane [HR: 113 COR] - CR, TX - .0143 Gins. .0055 Gins .0022 - Gins N - N R&D 252 60-10-6 - 100 5 Diphenyithiocarbazone [HR: .112) IR - ;0143 Lbs , .0055 Lbs - .0022 Lbs - N N. QA 253 4364-07-2 100 L Disilatutane (1,4) [1,2- CR, FL1B, - .0716 Gins .0275 Gins 0.0000 Gins - .11 .N R&D Disilylethane] [1111: 113 F3 Ri COR 01111, WRi - . . WRi] ... .. . . . •- 254 6381-92-6 100 5 Disodium EDTA [Disodium IR - .2861 Lbs .0660 Lbs - .0264 Lbs N - N - QA • Et hylaminediarninetetraacetic Acid Disodium Salt Hydrate] . - -[(Ethylenedinitriio)Tetraacetic .., . - .. . - - :, . Acid Disodium Salt] [Idranal III) 255 112-40-3 100 L Dodecane (N-) [HR: H3 F2] CL3A, 01111 . .1717 Gins .0660 Gins - .- 0264 Gins Y- : - N - QA - 256 60-00-4 100 S EDTA [Ethyienediaminetetraacêtic IR, 01111 .2146 Lbs .0825 Lbs -.0330 Lbs N - N - - QA Acid) [HR: 1131 257 00-01-167 - 100 A EMI-RFI Shield [}1R: H3-F31 AL3; IR, 01111 0.0000 Lbs • 0.0000 Lbs 4.0000 Lbs . N - N 103 258 00-01-128 2- L Element ICP/DCP Standard Solutions CR, 01111, TX .4292 Gins - .1651 - Gins - .0862 -, Gins N N QA -[in Nitric or Hydrochloric Acid] - [HR: H31 259 106-89-8 100 L Epichiorohydrin [1-Chloro-2;3- CL2,'IR, - .0143 Gins - .0055 Gins .0022 Gins,- Y - N - QA - - Epoxy Propane] [Chioropropylene 01111, SN, TX, . - Oxide] [1111: 113 F21 - - ST3 Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. - - - - - - - no c_ - - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING . : SITE: Page 15 Item# GAS # Conc% State Name HazClass - Stge Units UC Units UO Units Cabs >15Psi Loc 260 N-31 100 L .Epoxy Adhesive ERR: 113 Fl) CL3B, Ti . 0.0000 Glns 0.0000 Gins .1000 Gins N N 106 261 00-00-98 100 S Epoxy Resin (70% Epoxy IR, OHH 0.0000 Lbs 0.0000 Lbs .0119 Lbs N N 114 Polymer/84778-06-3; 30%. Amine '- Poiymer/94336-07-91 [HR: 1131 . 262 106-88-7 100 L Epoxybutane (1,2-) (1,2-Butylene CA, CR, .0071 Gina .0027 Gins' ' .'.00ll' Gins : Y N QA Oxide) ERR: H3 P3 COR] FL1B, TX . 0 263 3673-06-1 100 S .• Ethanediylidene(bis)Cyclohexyiamine IR .0357 Lbs .0137 Lbs .0055 Lbs N . N- R&D (N, N' -1,2-) ERR: 1121 : 264 64_17_5* 5 L Ethanol [Ethyl Alcohol] CL3B, IR, O}01 .0001 Glns .0001 Gins .0001 Gins 'N N QA • . Solution in Water) ERR: 113F2) .265 - 64-1775 100 ' L Ethanol (Ethyl Alcohol] IReagent FL1B, IR, OHH. 1.0300 Glns .3961 Gins .1582 Gins Y ,. N QA Alcohol) (HR: 113 P31 266 64-17-5 100 L Ethanol (Ethyl Alcohol) (Reagent FL1B, IR, ORB .3433 Glns .1320 Gins .0528 Gins Y N R&D Alcohol) ERR: H3 F31 . . . . 267 60-29-7 100 L Ether (Ethyl Ether) [Diethyl FL1A, IR, 01411 .1717 Gins . .0660 Gins '. .0264 Glns Y N QA Ether] ERR: 113 F41 : 268 60-29-7 100 L Ether (Ethyl Ether) (Diethyl FLlA, IR, ORB .8585 "Glns .2000. Gins 0.0000 Gins . Y .- N R&D .: • Ether) ERR: 113 F41 - . - . - - . -. . • . . ' 269 75-04-7 100 CG Ethylarnine (mw: 45.101 ERR: H3 F3 . CR, -FG, TX 0.0000 Cf 8.0000 Cf . 0.0000 Cf y ' N R&D COR] 270 •- 1789758-8 100 L Ethyldichlorosilane ERR: F3 143 R2 CR, FL1B, .0171 Glns , .. .0066 Gins .0026 Gins N ' N . R&D COR WR23 01414, WR2 ' . . .• - - ' , -. - 271 110-71-4 100 L Ethylene Glycol-Dirnethyl Ether FL1B, IR, - - -:1718 Glns .0664 Gins .0265 Glns Y N R&D (Dimethoxyethane(1,2-)] (HR: 113 F31 OHH. SN , - , -- - .• . .• . . . . 272 107-21-1 100 L Ethylene Giycol (HR: 113 Fl) CL3B, IR, 01114 .5151 - Gins - .1981 Glns - , .0792 Glns .• Y N QA 273 74-85-1 100 LG Ethylene (mw: 28.06) ERR: F41 FG - . 0.0000 - Cf 5.0000 Cf . 0.0000 Cf - Y N R&D - 274 107-15-3 100 - L Ethylenediamine [1,2- ' CR, FL1C, -. .1860 Gins .0715 Gins .0286 Gins Y N QA- - Ethanediamine) [1,2-Diaminoethane] TX, ST3 - - (RB: H3 F3 COR) - - - - • • 275 107-15-3 - 100 L Ethylenediarnine [1,2- • CR, FLiC, .0171 Gins .0066 Gins .0026 - Gins Y N R&D Ethanediarnine) [1,2-Diaminoethane) TX, ST3 - - - - • . ." - - • . ERR: 143' F3 COR) - - - " . -- - • - . -- Hazardous Materials & Occupancy Classification Analysis - , Eriksen-Rattan Associates Inc. - - - - - - - - - - - - -. - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING . SITE: Page 16 Item# CAS # Conc% State Name HazClass Stge Units UC Units TJO Units Cabs >15P5i Loc 276 94-96-2 100 L Ethylhexylene Glycol [932130) [2- CL3B, IR .1074 Gins .0413 Gins .. .0165 Gins N N QA Ethyl-1,3-Heianediol] (ER: H2 Fl) : 277 2814-7971 100 L Ethyisilane [ER: H3 F3R2 COR WR2] CR, FL1B, .0430 Gins .0165 Gins .0066 Gins N N R&D 01W, WR2 278 i7689-77-9 100 - L Ethyltriacetoxysilane [HR: H3 F3 CL3A, CR, .0715 Gins .0275 Gins .0110 Gins N N R&D R2 WR21 OlE!. WR2 . 279 78-07-9 100 L Ethyitriethoxysiiane FL1B, TX .0036 -Gins .0014 Gins .0006. Gins Y N QA (Triethoxyethyl Silane] [ER: H3 F31- .280 64-18-6 100 L Formic Acid [HR: H3 F2 COR) CL3A, CR, 01W .0858 Gins .0330 Gins . .0132 Gins N. N QA 281 75-69-4 100 L Freon ii [Freon TF] - 01W 0.0000 Gins 20.0000 Gins - 0.0000 Gins N N :103 (Trichiorofluoromethane) [170.92) [ER: H31 282 75-69-4 100 L Freon 11 (Freon TF] OlE! 0.0000 Gins 10.0000 Gins 0.0000 Gins - N N 114 - [Trichlorofluoromethane] [170.92] (1W: H3] . 283 76-13-1 100 CG Freon 113 [1,1,2-Trichioro-1,2,2- IR 0.0000 Cf 0.0000 Cf 5.0000 Cf N N 106 Trifluoroethane] [mw: 170.92] [ER: . - H2) - 284 76-13-1 100 CG Freon 113 (1,1,2-Trichloro-1,2,2- - IR 337.0000 Cf 0:0000 Cf 0.0000 Cf N N 502 Trifluoroethane] [mw: 170.921 (1W: H21 . . . . 285 76-13-1 . 100 CG Freon 113 [1,1,2-Trichloro-1,2,2- IR 450.0000 Cf 0.0000 Cf 0.0000 Cf N N 503-CP Trifiuoroethanel (rnw: .170.92) [ER: .. . . . . . H21 . . . . . 286 76-1371 100 CG Freon 113 [11,2-Trich1oro-1,2,2- IR - 0.0000 Cf 20.0000 Cf 0.0000 Cf N N ENGR Trifluoroethane) [mw: 170.92] (1W: . . . H2] -5 287 76-15-3 100 CG Freon 115 - NH 0.0000 Cf 5.0000 . Cf . 0.0000 Cf N N. R&D [Chioropentafluoroethane) [mw: 154.471 [ER: 01 288 75-45-6 100 CG Freon 22 [hiorodif1uoromethane] OHH - 0.0000 Cf . 10.0000 Cf - 0.0000 Cf -. N N 103 - [Monochlorodifiuoromethane] (mw: - 86471 (LW: H3) Hazardous Materials & Occupancy Classification luiaiysis - -Eriksen-Rattan Associates Inc. - - - an - -. No -. - An .- 8/26/93 SCHUMACHER - 1969 Paiomar.Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page 17 Item# CAS U Conc% State Name HazCiass Stge Units UC Units UO Units Cabs >15Psi Loc 289 00-01-53 60 L Frost Guard (112 Fl] CL3B, IR 0.0000 Gins 0.0000 Gins .1000 Gins N N 103 290 00-01-156 100 L GCO-10 (Cooling Tower Treatment] IR 30.0000 Gins 0.0000 Gins 0.0000 Gins N N' ES5 (HR: 112] 291 7440-55-3k 6 L Gallium ICP/DCP Standard Solution CR .0858 Gins .0330 Gins .0132 - Gins N N QA (HR: 113 COR] 292 00-01-1.61 100 A Genesolv DMSA Solvent (94% ALl, IR, 01111 0.0000 Lbs 0.0000 Lbs .0238, Lbs N N 114 - Trichiorotrifiuoroethane/76 - 13-i. - 4% Methanol/67-56-1, <1% Ethanol/64-17-5, It Nitromethane/75-52-5, <1% 293 10038_98_9* 80 L Germanium (IV) Chloride (HR: 113 CR .2500 Gins .0500 Gins 0.0000 Gins Y' N R&DE COR] 294 14165-55-0 100 L Germanium (IV) Ethoxide [Iffi: F2] CL2 .6500 Gins .2500 Gins 0.0000 Gins Y N R&DE 295 7440564* i L Germanium ICP/DCP Standard IR .1288 Gins .0495 Gins .0198 Gins N N QA Solution [HR: 1121 296 10038-98-9 100 5 Germanium .Tetrachloride [HR: 113 CR .8589 Lbs .3303 Lbs .1321 Lbs N N R&D COR] 297 7440-56-4 100 5 Germanium [Powder] [HR: F2 112] FS, IR- - 4.3095 Lbs 1.6575 - Lbs - .6630 Lbs N N QA 298 299-27-4 100 S Giuconic Acid, Potassium Salt ,[HR: IR .3579 Lbs .1376 Lbs .0550 Lbs N N QA 112] 299 56-81-5 ioo L Glycerin [Glycerol] [1,2,3- CL3B, IR, 01111 .7158 Gins .2753 Gins .1101 Gins N' N QA !ropanetrioi] [HR: 113 Fl] 300 744057_5* 7 L Gold ICP/DCP Standard Solution CR, TX ' .0943 Gins .0363, Gins .0145 Gins N - N QA (HR: 113 COR] 301 7782-42-5 100 S Graphite [Spectroscopic Powder] IR - -. .2031 Lbs - .0781 Lbs .0313 -, ,Lbs - N ' - N QA [HR; 1121 302 7440-59-7 100 CG Helium (aw: 4.001 NH - 0.0000 Cf - 50.0000 Cf - 0.0000 Cf - - N N CP 303 7440-59-7 100 CG Helium [aw: 4.001 NH - - 3840.0000 'Cf 0.0000 Cf, 0.0000 Cf N N 11S3 - 304 142-82-5 100 - .L Heptane (N-) [HR: 112 F3] FL1B, IR 1.3737 Gins .5284 Gins - .1373 Gins Y N QA 305 142-82-5 100 L Heptane (N-) [HR: H2 F3] FL1B, IR .8585 Gins - -' .1000 1GIns - '0.0000 Gins - Y N - R&D 306 2586-89-2 100 L Heptyne (3-) [HR: H2 F3] FL1B, IR - .0071 Gins .0027 Gins .0011 Gins Y N R&D 307 13465-77-5 100 L Hexachiorodisilane (HR; 113 Wi COR] CR, WR1 - .0036 Gins .0014 - Gins - 0.0000 Gins Y - N -. R&D Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. on - No - - - - - - - - - - No, - - -I. - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING . SITE: Page 18 Item# CAS # Conc% State Name HazCiass Stge Units . UC Units UO Units Cabs >15Psi Loc 308. 67-72-1 100 S Hexachioroethane (KR: H21 IR .1431 Lbs .0550 Lbs ,. 0220 Lbs N N QA 309 544-76-3 100 L Hexadecane (N-) (HR: 112 Fl) CL3B, IR .0171 Gins .0066 Gins .0026 Gins Y N QA 310 00-01-138 100 L Hexafluoro-2-Chioro-3-Pentene-4- . CR, FLiB, .0430 Gins .0165 Gins .0066 Gins Y N R&D One (HR 113 F3 Ri COR WRi] TX WR1 311 1522-22-1 100 L Hexafluoroacetyl Acetone CR .7010 Gins .4461 Gins .0071 Gins Y N R&D (1,1,1,5,5,5-) (HR: 113 COR] 312 00-01-143 100 L Hexafiuoroacetyiacetone Sodium FL1B, IR 0714 Gins 0274 Gins 0110 Gins Y N R&D Salt (HR: 113 F31 OliN, TX 313 392-56-3 100 L Hexafiuorobenzene [HR H2 F3] FL1B IR 0003 Gins 0001 Gins 0001 Gins Y N QA 314. 1450-14-2 100 L Hexamethyidisiiane (KR: 142 P3] FL1B, IR .0286 Gins .0110 Gins .0044 Gins N .. N R&D - 315 999-97-3 ioo L Hexamethyidisliazane (1 1 1 3 3 3- CR FL1B 5.1000 Gins .0 .0000 Gins 0.0000 Gins N N 330 (HR 143 F3] 316 999-97-3 . 100 L Hexamethyldisilazane (1,1,1,3,3,3- CR, FL1B 50.0000 Gins . 0.0000 Gins 0.0000 Gins N N 503-CR' (KR: 143 F31 317 999-97-3 100 L Hexamethyidisiiazane (1,1,1,3,3,3- CR, FL1B - 24.0000 Gins 1.0000 Gins 0.0000 . Gins N N - CP (KR: 143 F3J . . . . 318 999-97-3 100 L Hexamethyidisilazane (1,1,1,3,3,3- CR FL1B 0.0000 Gins 7.9251 Gins 0.0000 Gins N N CP&P (KR H3 F3] 319 999-97-3 100 L Hexamethyidisilazane (1,1,1,3,3,3-. CR, FL1B 50.0000 Gins 5.0000 Gins 0.0000 Gins N N GS (KR: 143 F31 . . . . . . . 320 999-97-3 100 L Hexamethyidisilazane (1,1,1,3,3,3- CR, FL1B .0813 Gins .0313 Gins .0125 Gins N N R&D (KR: H3 F31 . . .. . . 321 107-46-0 100 L Hexamethyidisiloxane (HR 112 F43 FL1A IR 0036 Gins 0014 Gins 0006 Gins Y N R&D 322 680-31-9 100 L Hexamethyiphosphoramide (KR: H3 Fl] CA, CL3B, .0143 Gins .0055 Gins - .0022 Gins N N R&D IR TX 323 110-54-3 100 L Hexane(n-) (KR: 113 F31 FL1B, IR, 01411 3.9297 Gins 0.0000 Gins 0.0000 Gins N N 501* 324 110-54-3 100 L Hexane(n-) [KR 143 F3] FLlB1 IR 01111 6867 Gins 1641 Gins 1054 Gins N N QA 325 iiO-54-3 100 L Hexane(n-) (KR: 113 F31 FLiB, IR, 01111 1.1717 Gins .6600 Gins .2641 Gins Y N QA 326 110-54-3 100 L Hexane(n-) (HR: H3 F31 FL1B, IR, 01414 .9297 Gins . 1.5114 Gins .1000 Gins 'Y N R&D 327 626-93-7 100 L Hexonai (2-) (KR: 113 F31 FL1B, IR, 01111 .6500 Gins .2500 Gins .1000 Gins Y N CP 328 1072-14-6 iOo. L lléxyisiiane (n-) [KR: 143 F3] FLiB, IR, OliN .0573 Gins .0220 Gins .0088 Gins N N R&D 329 693-02-7 100 'L Hexyne (1-) (KR: H2 F31 FL1B, IR] .0171 Gins .0066 ' Gins .0026 Gins . Y - N R&D Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. .- .- - - ,_ - - - ' OR -) -. - - ___ 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING - SITE: Page 19 Item# CAS # Conc% State Name S Hazqlass Stge Units UC Units UO Units Cabs >15Psi Loc 330 00-01-129 100 L Hydranal Coulomat A [10-30% CA, CR, .8588 Gins .3303 Gins .1321 -Gins Y N QA .Chloroform/67-66-3, 10-30% FLiB, OHH, TX Imidazoie/288-32.-4. 5-10% Sulfur . . Dioxide/7446-09-5, 1-5% Iodine/7553-56-2, 25-75% 331 00-01-130 100 L Hydranal Coulomat C (10-30% Carbon CA, CR, .0171 Gins .0066 Gins . .0026 Gins N N QA Tetrachioride/56-2375, 10-30% FL1B, ORE, TX . . Diethanoiamine/111-42-2, 5710%. . . . . Sulfur Dioxide/7446-09-5,.25-75% Methanoi/67-56-11 [KR: H3 F3 COR] 332 00-01-130 100 L Hydranal Coulomat C [10-30% Carbon CA, CR, .0858 Gins .0330 Gins :0132 Gins Y N QA Tetrachloride/56-23-5,.10-30% FLiB, OHH, .TX Diethanoiamine/111-4272, 5-10% Sulfur Dioxide/7446-09-5, 257,75% - . . -• . . Methanoi/67-56-11 [ER: H3 F3 CaR] 333 00-01-132 100 L Hydranal [25-75% Methanoi/67-56-11 FLiB, IR, ORE 1.2876 Gins .4952 Gins :1980 Gins Y N QA [HR: H3 F31, . . . . . 334 10035-10-6 100 L Hydrobromic Acid [Hydrogen CR .0858 Gins .0330 Gins .0132 Gins N N QA - Bromide] (50-100%) [ER: H3 COR) . . . . 335 10035-10-6G 100 CG Hydrobromic Acid [Hydrogen CR - 0.0000 Cf 10. 784 0 Cf 0.0000 Cf . N N QA Bromide) [mw: 80.92] (ER: H31 336 7664393*, 10- L Hydrofiubric Acid [Hydrogen CR, ORE, TX,'.,., .6500 Gins .2500 Gins .1000 Gins Y - N ENGR Fluoride] (KR: H3COR] - ST3- 337 7664-39-3 49 L Hydrofluoric Acid [Hydrogen CR, ORE, TX, 60.0000 Gins 0.0000 Gins - 0.0000 Gins N .N - ESS Fluoride] [KR: H3 COR] ST3 S - 338 7664-39-3 49 L Hydrofluoric Acid [Hydrogen CR, ORE, TX, 16.0000 Gins 0.0000 Gins 0.0000 Gins Y N - GS Fluoride] [ER: H3 COR] ST3 339 7664-39-3k io L Hydrofluoric Acid [Hydrogen CR, ORE, TX, 0.0000 Gins 60.0000 Gins, 0.0000 Gins N N GS - Fluoride] [KR: .H3.COR] - - - ST3 340 7664-39-3 49 L Hydrofluoric Acid [Hydrogen . CR, ORE, TX, - .5250 Gins .2980 Gins .0792 Gins - N - N -QA Fluoride] [ER: H3 COR] - ST3 - - - 341 7664-39-3 49 L Hydrofluoric Acid [Hydrogen - CR, ORE, TX, 3.2500 Gins .2500 Gins' 0.0000 Gins Y N R&DE Fluoride] (ER: H3 COR] ST3 . - - - - Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. OR - - - - - - - - - - qI, - - - - - W. - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page 20 Item# GAS # Conc% State Name HazClass Stge Units UC Units UO Units Cabs >15Psi Loc. 342 7647010*** 50 L Hydrogen Chloride [Hydrochloric CR, 01431 0.0000 Gins 6.0000 Gins 0.0000 Gins N -N CP Acid] (Muriatic Acid) [10-50% in S . Water) (pH 1-4) [HR: H3 COR] 343 7647-01-0 50 L Hydrogen Chloride [Hydrochloric CR, OHH .0515 Gins .0198 Gins .0079 Gins N N QA Acid] [Muriatic Acid] [10-50% in Water) [pH 1-4) [HR: H3 COR] 344 7647-01-0 100 L Hydrogen Chloride [Hydrochloric CR, OHH .3250 Gins .1250 Gins .0500 Gins : Y N ENGR Acid] [Muriatic Acid] [50-100%] [HR: H3 COR] 345 7647-01-0 '100 L Hydrogen Chloride [Hydrochloric - CR, OHH 50.0000 Gins 0.0000 Gins 0.0000 Glns N N ESS- Acid] [Muriátic Acid] [50-100%] [HR: H3 CORI 346 7647-01-0 100 L Hydrogen Chloride [Hydrochloric CR, 01411 0 8.0000 Gins 0.0000 , Gins , 0.0000 Gins Y ' N' GS' • ' Acid] [Muriatic Acid) [50-100%) [KR: 143 COR] 347 7647-01-0 100 L Hydrogen Chloride [Hydrochloric CR, 0154 . 2.5732 Gins .9897 Gins , .3958 Gins N N. . QA Acid] [Muriatic Acid) (50-100%] [HR: 143 COR) 348 7647-01-OG '100 GO Hydrogen Chloride, Anhydrous ' CR,' 0151, 5T3 1000.0000 Cf 0.0000 Cf ' 0.0000 - Cf -: N N 501, [Hydrochloric Acid] (mw: 36.461 , [KR: H3 COR) 349 7647-01-OG 100 GO Hydrogen Chloride, Anhydrous, CR, 01414, 5T3 209.0000 Cf . 1.0000 ' Cf 0.0000 Cf. N Y CP [Hydrochloric Acid] [mw: 36.461 • .• • •• . -. . [KR: H3 COR] 350 7647-01-00 100 CG Hydrogen Chloride, Anhydrous CR, OHH, ST3 0.0000' Cf 26.3302 Cf 0.0000 Cf , ' N N QA, [Hydrochioric Acid) [mw: 36.461 . , . ' . . ' ' : ' [HR: H3 COR) 351 7647-01-00 100 CO Hydrogen Chloride, Anhydrous CR, 01411, ST3 - 0.0000 Cf 5.0000 Cf ' 0.0000 Cf Y. - N R&D' [Hydrochloric Acid) [mw:. 36.46] ' 0 ' ' • ' • [KR: H3 COR) - • 0 ' S • , • S 352 1694i-12-i 100 S Hydrogen Hexachioroplatinate(IV) CR ' .0357 Lbs ' .0137 Lbs • ' .0055 Lbs - 'N N • • R&D Hydrate (Chioropiatinic Acid) [KR: ': :' ' : ' H3COR) ' '- • , ' • •• ' .. Hazardous Materials & Occupancy Ci'asàification Analysis - Eriksen-Rattan Associates Inc. 00 No no - - - - - - - - - - i - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 --'SITE CONTENTS LISTING SITE: Page 21 Item# CAS # Conc% State Name HazClass Stge Units UC Units UO Units Cabs >15Psi Loc 353 7722-84-1a 27 L Hydrogen Peroxide [8% to 27.5%] , CR, OHH, .1625 Gins .0625 Gins :0250 Gins N' N ENGR [HR H3 OX1 COR) OX1, ST3 354 1333-74-0 100 CG Hydrogen Caw: 2.021 [HR:-F4] FG - 0.0000 Cf - 339.0000 Cf 0.0000 Cf N Y CP 355 1333-74-0 100 CG Hydrogen Law: 2.021 (HR: F41 FG ' 1712.0000 ' Cf , 0.0000 Cf - 0.0000 Cf N N ES2 356 1333-74-0 100 CG Hydrogen Law: 2.021 [HR: F41 FG ' - 5000.0000 Cf - 0.0000 Cf . 0.0000 Cf N. N ES2 357 1333-74-0 100 CG Hydrogen Law: 2.021 [HR: F41 FG 0.0000' Cf ' 25.0000 Cf 0.0000 Cf. N Y R&DE , 358. 99-96-7 - - 100 S -Hydroxybenzoic Acid (4-), (HR: H21 IR .7158 Lbs .2753 Lbs .1100 Lbs N 'N - QA 359 5470-11-1 ' 100 S. Hydroxylamine Hydrochloride urn: CR, OHH, TX, .7158 Lbs .2753 Lbs .1100 Lbs. -N N QA - ' H3 W11 ' - WRl 360 826-81-3 100 S Hydroxyquinaidine (8-) (HR: H21 IR .1431 Lbs .0550 Lbs - .0220. Lbs N N QA 361, 148-24-3 .100 S Hydroxyquinoiine (8-) (HR: H21 IR .1431 Lbs ' .0550 'Lbs .0220 Lbs N' N QA 362 00-01-145 10 L ICP-MS Calibration Standard (Lap CR, OHH, .1717 Gins .0660 Gins ,. .0264 Gins N " N - QA - Calibration Standard) (5-10% - On TX Nitric or Hydrochloric Acid + Metals) (HR: .H3 COR OX) 363 81133-21-3 100 S - IRA-743 Ion Exchange Resin - IR 359.1250, Lbs - 138.1250 Lbs 55.2500 Lbs N' N QA-'- - - - . (Amberiite) (-HR: H21 364 7440746* 6 L Indium ICP/DCP Standard Solution CR, TX .2746 Glbs - .1056 Gins - .0422 Gins N N QA - • '(in Nitric Acid (HR: H3 COR) 365 7553_56_2** , 10 - L 'Iodine Volumetric Solution [HR: H3 CR, OHH, - , .0085 Gins - .0033 Gins." ,' .0013 Gins 'N 'N QA - OXl COR] OXl, TX , . . .. .. . 366 7553-56-2 - - 100 S Iodine [Crystal] [HR: H3 OX2 COR) CR, OHM, - .1431 'Lbs .0550 'Lbs -' .0220 Lbs N N- - QA 0X2, TX 367 2314-97-8 100 CG lodotrifluoromethane IR . ' 0.0000 Cf 5.0000 Cf' - 0.0000 Cf- Y N R&D - . [Trifluoromethyl Iodide) (HR: H21 368 11113-61-1 .100 S Ion Exchange Resin (HR: H21 IR - ' ' .7158 Lbs .2753 Lbs .1101 Lbs N. N - QA 369 7439896** 6 L Iron Atomic Absorption Standard CR, TX . .0858 Gins .0330 Gins - .0132 Gins N - N QA - Solution [in Hydrochloric Acid] (HR: H3 COR) 370 743989_6* 6 - L Iron ICP/DCP Standard Solution [in CR, TX .1371 Gins " ..0527 Gins - :0210 - - Gins - N - N QA - ' • Nitric Acid] [HR: H3 COR) 371 13478-10-9 100 S Iron(II) Chloride Tetragtdrate CR 1.4365 Lbs - .5525 Lbs - .2210 Lbs N N QA - - ' [Ferrous Chloride) (HR: H3 COR) • . . , ' . . ' ' . ' Hazardous Materials & Occupancy Classification Analysis '- Eriksen-Rattan Associates Inc. - -- -.-..-.- - -S -, 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING S SITE: Page 22 Item# CAS # Conc% State Name HazCiass Stge Units UC Units UO Units Cabs >15Psi Loc 372 20344-49-4 100 S Iron(III) Methoxide [Iron(III) IR .0071 Lbs 0026 Lbs .0011 Lbs Y N QA Oxide, Hydrated] (HR: 1121 - 373 54-01-4 100 L Isoamyl Ether [HR: P2 112] CL2, IR .0858 Gins .0330 Gins 0.0000 Gins Y N R&D 374 78-83-1 100 L Isobutyi Alcohol [Isobutanol] FL1C, IR, 01111 .0342 Gins .0132 Gins .0052 Gins Y N R&D -. [Methyl Propanol] [HR: 113 F31 -. . - 375 18169-57-8 100 L Isobutyitrichiorosilane [HR: H3 F3 CR, FL1A, WR1 - .0716 Gins .0275 Gins .0110 Gins N N R&D R1WR1] . 0 376 00-01-157 100 L Isogard [Cooling Tower Treatment] IR, 01131, OX1 10.0000 Gins 0.0000 Gins 0.0090 Gins N - N E55 [15% Sodium Nitrite/7632-00-0, 2% - Potssium Hydroxide/1310-58-31 (HR: . . - H3OX11 377 67-63-0 100 - L Isopropanol (Isopropyl Alcohol] (2- FL1B, IR, OHH 3.0000 -Gins - 0.0000 Gins - 0.0000 Gins N N 501* - . Propanôi] - (Alcohol) (HR: H3 F3] - 378 67-63-0 100 L Isopropanol [Isopropyl Alcohol] [2- - FL1B, IR, OHH - - 40.0000 Gins 0.0000. Gins 0.0000 Gins N N 502 - - - Propanol] (Alcohol) [HR: 113 F3] - 379 67-63-0 100 L Isopropanol (Isopropyl Alcohol] (2- FL1B, IL 01111 20.0000 Gins 0.0000. Gins 0.0000 Gins N N 5037C? Propanol) (Alcohol) (HR: 143 P31 380 67-630 100 L Isopropanol [Isopropyl Alcohol] [2- FL1B, IR, 01414 .6000. Gins 1.0000 Gins .4000 Gins - Y- N ENGR - -. Propanol] (Alcohol) [HR: 143 F31 - . . 381 67-63-0 100 L Isopropanol [Isopropyl Alcohol] [2- FL1B, IR, OHH .3736 Gins -.2500 Gins - 0.0000 Gins Y N - R&D Propanol] (Alcohol) (HR: H3 F31 382 67-63-0 100 L Isopropanol (Isopropyl Alcohol] (2- FL1B, IR, OHM 2.0000 Gins - .2500 Gins 0.0000 Gins Y - N - - R&DE Propanol) (Alcohol) [HR: 143 P31 383 1068-55-9 100 L - Isopropyl Magnesium Chloride in CR, FL1B, .2600 Gins .1000 Gins - - .0400 Gins - Y N R&D - - THF (HR: H3 F3 R2 W2 COR] UR2, WR2 384 75-31-0 100 L Isopropylamine (2-Minopropane] CR, FL1A, TX :0858 Gins .0330 Gins .0132 - Gins - Y N R&D 0 (Monoisoroylaminel [HR: H3 P3 OR] - 385 54575-49-4 100 L- K-Selectride [Potassium tri-sec- FL1C, IR - .0171 Gins - .0066 Gins - - .0026 Gins - N N R&D - - - butylborohydride, l.OM Solution in -- - Tetrahydrofuran] [HR: P3 H21 386 109864* 50 -L Karl Fischer Reagent [Ethylene - - CR, FL1B, 01111 .0515 Gins - .0198 Gins .0079 -Gins N -N - QA - Glycol Monomethyl Ether Solution - - - - - - S w/Pyridine] (HR: H3 F31 Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. - - - - - - - -1 - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page 23 Item# CAS # Conc% State Name HazCiass Stge Units UC Units UO Units Cabs >15Psi Loc 387 109_86_4* 50 L Karl Fischer Reagent [Ethylene CR, FL1B, 01111 .0515 Gins .0198 Gins .0079 Gins Y N QA Glycol Monomethyi Ether Solution w/Pyridine] [HR: 113 F3] 388 8008-20-6 100 L Kerosene [HR: 112 P21 CL3A, IR 3.9000 Gins 0.0000 Gins .1000 Gins Y N 403 389 7439-91-0* 2 L Lanthanum ICP/DCP Standard CR TX 0858 Gins 0330 Gins 0132 Gins N N QA Solution (in Nitric Acid) [HR: 113 COR) - 390 1312-81-8 100 S Lanthanum Oxide (HR 112] IR 3579 Lbs 1388 Lbs 0550 Lbs N N QA 391 1335-32-6 100 S Lead Acetate basic [HR H3] IR OHM 7158 Lbs 2753 Lbs 1100 Lbs N N QA 392 7439-92-1* 2 L Lead ICP/DCP Standard Solution [in CR OX2 1801 Gins 0693 Gins 0277 Glns N N QA Nitric Acid] (HR 113 OX2 COR) 393 16853-85-3 100 S Lithium Aluminum Hydride [Lithium CR FS OX1 1431 Lbs 0550 Lbs 0220 Lbs N N R&D Tetrahydride Aiuminate] [HR: F2 113 WR2 - W2 OX1 COR] 394 7782-89-0 100 S Lithium Amide (HR H3 F2 COR] CR FS 1431 Lbs 0550 Lbs 0220 Lbs N N R&D 395 7550-35-8 100 5 Lithium Bromide [HR: H2] IR .1431 Lbs .0550 Lbs .0220 Lbs N N-- R&D 396 16733-97-4 100 S Lithium Cyciopentadienide (HR 113 CR 0357 Lbs 0137 Lbs 0055 Lbs N N R&D- COR) 397 816-43-3 100 S Lithium biethylamide (HR: F3 1121 PY, IR .1000 Lbs .0098 Lbs 0.0000 Lbs Y N R&D' 398 3585-33-9 100 S Lithium Dimethylamide [HR F31 PY 1.8065 Lbs 0.0000 Lbs 0.0000 Lbs N N 501* 399 3585-33-9 100 S Lithium Dimethylamide [HR: F31 PY .9500 Lbs .0500 Lbs 0.0000 - Lbs Y N R&D 400 7789-24-4 100 5 Lithium Fluoride [HR H21 IR 1431 Lbs 0550 Lbs 0220 Lbs N N QA 401 7580-67-8 100 S Lithium Hydride [HR 113 F21 FS IR TX 2862 Lbs 1100 Lbs 0440 Lbs Y N R&D ST3 -- 402 1310-66-3 100 S Lithium Hydroxide Monohydrate (HR: CR, OHM, - .3579 Lbs .1388 Lbs .0550 Lbs N N QA. H3 OXl Wi COR] OX1 WR1 403 7439_93_2* 2 L Lithium ICP/DCP Standard Solution CR, TX .1114 Gins .0429 Gins - .0171 Gins N - N QA [in Hydrochloric Acid] [HR: H3 COR] 404 13453-69-5 100 S Lithium Metaborate [HR: H31 IR, OHM .0357 Lbs .0137 Lbs .0055 Lbs N - N QA 405 865-34-9 100 S Lithium Methoxide (HR: P21 FS .1431 Lbs .0550 .Lbs .0220 Lbs : Y N - QA 406 14283-07-9 100 S Lithium Tetrafluoroborate [HR: 1121 IR 0.0000 Lbs 44.0000 Lbs 0.0000 Lbs N N CP 407 14283-07-9 100 S Lithium Tetrafluoroborate [HR: 1121 IR .5010 Lbs .1927 Lbs-- .0770 Lbs N N QA Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING S - * ,SITE: Page 24 Item# CAS # Conc% State Name - HazClass Stge Units UC Units UO Units Cabs >15Psi 'Loc 408 14283-07-9 100 S Lithium Tetrafluoroborate (HR H21 IR .0071 Lbs .0027 Lbs .0011 Lbs N N R&D 409 7439-93-2 100 S, Lithium [HR: H3 F2 R2 CORI ' CR, FS, WR2 . .1431 Lbs .0550 Lbs .0220 Lbs N N R&D 410 4039-32-1 100 L Lathium-bis(Trimethylsilyi)Axnide CR, FL1A, . .1300 Gins ' .0500 Gins .0200 Gins N N R&D • (HR: H3 F4 R2 W2 COR) O}*{, WR2 ., . . . . 411 Mix-462 100 T. Lubricant (Anti-Seize) (60-6596 CL3B, IR. , 0.0000 Gins .5000 Gins o.0000T Gins N N 114 -Lithitm Grease, <5% Graphite/77827 42-5, 20-25% Copper/7440-50-8, <5% Silicon Dioxide/763i-86-9, 10-15% Aluminum Paste) [HR: H2 Fl] 412 2414-98-4 100 S - Magnesium Ethoxide (HR: H2 F21 FS, IR - .3579 Lbs . .1388 Lbs '.0550 Lbs Y N' 'QA 413 - 2414-98-4 100 S Magnesium Ethoxide [HR: H2 F21 FS, IR .1431 Lbs .0550 Lbs .0220 Lbs N N , R&D 414 7439954* 2 -L Magnesium ICP/DCP Standard/Atomic CR, TX .. .3433 Gins - .1320 Gins .0528 Gins - . N N QA - AbsorptionStandard-[in Nitric . '. Acid] (IR: H3 cR) 415 10034-81-8 100 5 Magnesium Perchioata [Perchloric IR, OHS, OX2 - 1.3658 Lbs - .5153 Lbs .2100 Lbs . N N QA' - Acid, Magnesium Salt]. [Anhydrone) (HR: H3 OX21 416 '7487_889* 80 - L Magnesium Sulfate Solution [HR: H3] IR, 'ONE '.0858 .Gins . .' .0330 Glns . .0132 Gins - N N -. QA 417 7439-95-4 100 S Magnesium [HR: H2 F2 WR21 FS,, IR, WR2 .2862 Lbs' - :noo Lbs .0440 Lbs Y N - -R&D- 418 7439_965*' - 2 L Manganese SICP/DCP Standard . CR, TX . - .0943 Glns .0363 Gins - - .0143 Gins - N N - - QA - - - Solution (in Nitric Acid) (HR: H3 COR] -' - -• -5- ••.-' . S -. '.:: -' - - - . , . - - - 419 10034965 100 5 Manganese Sulfate Monohydate (HR: - IR , ' .7158 Lbs .2753 Lbs iloo - Lbs - N N ' QA H21 420 .10034-96-5 100 - S Manganese Sulfate Monohydrate'(NE: - IR . .0071 Lbs .0027 Ls - .0011 Lbs Y N R&D • H21 421. 7773-01-5 . 100 S Manganese(II) Chloride [Manganous ' IR, ONE .0858 Lbs .0330 Lbs- ' -.0132 Lbs N - N QA - Chloride) Chloride) [HR: H31- 422 14284-89-0 100 S Manganic Acetylacetonate (2,4- IR • .0071 Lbs .0027 Lbs -- - .0011 - 'Lbs N - N R&D Pentanedione, Managenese (III) - - - Derivative) [HR: H21 423 69-65-8 • 100 - S - 5- Mannitoi (D-) (NE: H21 . IR - .6442 Lbs -. S. .2477 - Lbs - .0991 Lbs N N QA Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. 8/26/93 SCHUMACNER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING - SITE: Page 25 Item# CAS # Conc% State Name V llazCiass Stge Units UC Units UO - Units Cabs - >15Psi Loc 424 7789-47-1 100 5 Mercuric Bromide (KR: H31 IR, TX .1431 Lbs - .0550 Lbs .0220 - Lbs . N N QA 425 7487_94_7* 10 L Mercuric Chloride (Me'rcury(II) CR, NT, OHH, .0085' Gins .0033 Gins .0013 Gins N . N QA Chloride) (HR: H4 COR) ST3 426 .7439-97-6** -1 L Mercury Atomic Absorption Standard CR, ONE, TX .0858 Gins .0330 Gins -.0132 Gins N N QA Solution fin Nitric Acid] (KR: H3 S COR] 427 7439-97-6 100 L Mercury (HR: H3 COR) CR, CNN, TX 0.0000. Gins 0.0000 Gins .5000 Gins N N 106 428 12129-69-0 100 S Mesitylene Tungsten Tricarbonyl IR V .0071 Lbs .0027 Lbs .0011 Lbs N N R&D [KR: H21 429 108-67-8 100 L Mesitylene'(HR: H2 F2) CL2,-IR, SN . . .0716 Girls . .0275 - Gins .0110. Gins Y V N R&D 430 75-75-2 100 L Methanesulfonic Acid [KR: H3 Fl) CA, CL3B, CR .0143 Gins .0055 Gins .0022 Glns Y N QA, 431 67-56-1 100 L Methyl Alcohol [Methanol] (KR: H3. FL1B, IR, OliN 4.0000 Gins 0.0000 Gins 00000 -Gins N N 501* V . . F31 432, 67-56-1' 100 L Methyl Alcohol [Methanol] (KR: H3 FL1B, IR, ONE V 5.2835 Gins 0.0000 Gins 0.0000 Gins N N 503-RD. V V V S F31, V V V V . V V 433 67-56-1 100 L Methyl Alcohol [Methanol] (ER: H3 FLiB, IR, ONE 1.0000 Gins .7500 Gins .2500 Gins Y. N • CP - F31 V V V * V 434 67-56-1 100 . . L. VMethyl Alcohol .[Methanol]' (KR: H3 FL11;, IR, ,OHH .6500 Gins .2500 Gins .1000 , Gins Y N V, ENGR V F31 435 67-56-1 100 L Methyl Alcohol (Methanol) -(KR: H3 FL1B, IR, OHH 3.4342 Gins 1.3208 Girls . .5283 Gins Y N QA -. F31 436 V 67-56-1 V 100 V_ L Methyl Alcohol (Methanol) (HR:.113 FLiB, IR, ORE . .6867 Gins -- _-.21 V VG1 . .1054 Gins Y N - R&D V V VF31 V V• * 5V S VV. V 437 67-56-1 100 L Methyl Alcohol (Methanol] (KR: H3 , FL1B, IR, 01*1 .7500 Gins . .2500 Gins. 0.0000 Gins .Y NV R&D - - F31 438 67-56-1 V V 10,0 V L Methyl Alcohol (Methanol) [ER: 143 FL1B, IR; ONE 1.2500 Gins .2500, Gins 0.0000 Gins - 'Y N R&DE F31 - 439 108-10-1 100 L Methyl Isobutyl Ketone (4-Methyl-2- FL1B, IR .1717 Gins .0660 Gins .0264 Gins Y N 0A V V V V V V 'Pentanone] (KR: H2 F3) 440 75-16-1 V 100 L Methyl Magnesium Bromide (3.OM CR, FLiA, WR2 .0342 Gins .0132 Gins .0052 VGii'5 Y: N R&D V ,V Solution in Diethyl Ether) [KR: 143 F4R2W2COR) V V Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. V V V V • ;_ U- ' 'U- 'V - - U- V_I ,_,V_ ._ - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING ' ' ' SITE: Page 26 Item# CAS # , Conc% State Name HazCiass Stge Units UC Units UO Units Cabs >15Psi Loc 441 547-58-0 100 5 Methyl Orange ERR: H21 , IR - .0714 Lbs .0274 Lbs .0110 Lbs. N '• N' QA 442 75-66-1 ' 100 L Methyl-2-propanethiol (2-) ERR: H2 ' FL1B,' IR .0171 Gins .0066 Gins' , .0026 Gins Y N R&D F31 443 74-89-SG ' 100 LG Methyiamine 1mw: 31.071 ERR:' H3 F41 CR, FG , 0.0000 Cf 5.0000 Cf ' ' 0.0000 Cf " Y N' R&D 444 624-78-2 ' 100 L Methyiethylamine(N-) [HR: H3 F4 CR, FL1A, .0428 Gins .0164 Gins , , .0066 Gins N N R&D COR) , ' ' ' SN,TX 445 ' 18236-89-0 100 L ' Methylisopropyidichlorosiiane ERR: CR, FL1B, , .0036 Gins . 00i4 Gins , , ' , .0011 Gins N N' R&D H3 F3 'R2 WEll ORE, WR2 446 917-54-4 10 , L Methyiiithium [1.5M Lithium CR, FL1A, WR2 ' .0858 Gins .0330 Gins .0132 ,Gins Y N R&D, Bromide Complex]' ERR: H3 F4 WR2 COR) ' V - '• ' , V ' ' ' ' V ' , V V V 447 109-02-4 100 L Methyimorphoiirie (4-') ERR: H3 F3 CR, FL1C .0858 Gins .0339 Gins , ' ,' .0132 Gins' ' Y N QA V COR) . ' ' ' • ' V V ' ' 'V '448 96-14-0 100 L ' Méthylpentane (3-) ERR: H2 F31 FL.1B, IR .0171 Gins .0066 Gins .0026 , Gins Y, ,N QA 449 758-21-4 100 L Methyipropyisilane ERR: H2 F31 IR, PY , .2550, Gins .0050 Gins . 0.0000 ,Gins , Y- 'N R&D 450 , 1945-77-3 ' ioo S Methyithymol Blue 'ERR: H31 , IR, OHR , .0071 Lbs '. ' .0027 Lbs , ' .0011 Lbs N N QA V V 451 8020-83-5 .100 L,, Mineral Oil [Paraffin Oil) [ER: Fl] CL3B ' ' .0858 Gins '. 0330 Gins ' .0132 Gins Y V N QA 452 00-01-133 100 5 Molecular Sieve Beads ERR: H2) IR .6500 Lbs- .2500 V Lbs , , ' V .1000 Lbs N N. , QA ' 453 7439-98-7k 10 L , Molybdenum ICP/DCP Standard ' , ORE .0943 Gins, .0663 ' Gins , .0148 Gins , N ' N-,- -QA V ' Solution (in Water] ERR: H3) 454 V 1317-33-5 100 5 ' Molybdenum Sulfide ERR: H21 IR , 0.0000 Lbs 0.0000 Lbs , .0500 'Lbs N N 455 00-01-126 100 L Muitifiuor APF-100, APF-140, APF- IR . 0.0000 Gins 0.0000 Gins ' , - ' .2590 Gins N N 106, 175, AP4-200, APF-EXP ERR: H21 456 00-01-126 100 L Muitifiuor APF-100, APF-140, APF- IR • 0.0000 Gins ' ' • 0.0000 ,Gins 1.0000 Gins N N 114' '175; AP4-200, APF-EXP [ER: H21 'V • ' - • V , V 457 00-01-126 100 L Muitifiuor APF-100, APF-140, APF- ' IR , .3433 Gins .1320 'Gins .0528 Gins Y N QA V V ' 175, AP4-200, APF-EXP (HR: H21 • • ' ' V ' :, , , ,.: 'V , ' ', V 458 001-01-126 100 L Muitifiuor APF-100, APF-140, APF- IR - ' • .3433 Gins ' .0500 Gins' - .0528 V Gins , - N N R&D V 175, AP4-200, 'APF-EXP ERR: H21 ' ' ' V , , , V V , ' 459 1465-25-4 ' 100 S Naphthyiethyienediamine - IR .0714 Lbs .0274 Lbs .0110 - Lbs V N ' N QA • ' Dihydrochloride (N-l-) ERR: H21 V 460 753-89-9 100 L Neopentyl Chioride E1-Chloro-2,2- FL1A, 'IR .0036 Gins ' . .0014 Giné .0006 Gins V Y N R&D V • Dimethyipropane) ERR: F4 H21 • , ' V ' • ' . , , VV, •, V V • , ' V Hazardous Materials & Occupancy 61aificá1oh Analysis - VEriksen-Rattan Associates Inc. 8/26/93 , SCHUMACHER - '1969 Palomar Oaks Way, Carlsbad 92009 -.SITE CONTENTS LISTING - SITE: - Page 27 Item# CAS # Conc%, State 'Name ' ' HazClass - Stge Units UC - Units UO - Units Cabs . ,15Psi Loc 461 7783-33-7 - 100 L Nessler's Reagent [Dipotassium , CL3B, CR, OHM - .1717 Gins - .0660 Gins .0264 Gins N N QA Tetraiodomercurate(II) in dilute Sodium Hydroxide) (HR: H31 -462 59-67-6 100 5 Niacin [Nicotinic Acid] [HR: H31 IL OHH' , .3579 Lbs .1376 Lbs .0550 Lbs N - - N. QA 463 - 10028-18-9 100 S Nickel (II) Fluoride (HR: H2] IR ' - - .0143 Lbs ' .0055 - Lbs .0022 Lbs N . N R&D - 464 14949769-0 100, 5 Nickel (II) IR - 0O7l Lbs ' .0027 Lbs .0011,. Lbs 'N N R&D Hexafluoroacetyiacetonate Hydrate [HR: H2] 465 6018-89-9 100 L Nickel Acetate Tetrahydrate . CA, FL1B, " .0071 Gins .0027 Glns - .0011 Glns Y' N. QA- (Nickel (I I) Methoxide) [HR: H3 F31 IR, 0MB, TX 466 - 7440020** 1 L Nickel ICP/DCP Standard Solution CA, CR, OHM, .3433 Gins - .1320 Glns - .0528 Gins N - N QA - [in Nitric Acid]- [MM: H3 COR) . SN 467 7440-02-0, 100 5 Nickel [Raney Nickel] [KR: H31 CA, IL OHH, .1431 Lbs .0550 Lbs .0220 Lbs N - N R&D SN 468 1313-99-1 100 - S Nickel(II)- Oxide [KR: H3] - CA, IR .0357 Lbs .0137 Lbs - .0055 Lbs - - N N R&D .469, 3236-82-6 100 L Niobium (V) Ethoxide [HR: H31 ,. FLiC ' - .2500 Glns 2500 Gins - 0.0000 - Glns Y - N R&DE - 470 7440031* 10 L Niobium ICP/DCP Standard Solution IR .0858 Gins ,.0330 . Gins -, .0132 Glns N N 'QA (in Water] [HR: H2] 471 7757_79_1* 10 L Nitrate Standard Solution in Water IR - .0858 Gins t .0330 Glns - - .0132 Gins N - -N QA - - . - [HR: H21 472 7697-37-2 - 85 L Nitric Acid [41% to 85%] [HR: H3 CR, OHM, 1.9500 Gins' - .7500 Glns. .3000 Gins. - - .Y - N. ENGR Wl OX2 COR]- , - - - .OX2, TX, '1,ST3 473 7697-37-2 85 L Nitric Acid (41% to 85%] [HR: H3 CR, OHM, 12.0000 Glns 0.0000 Gins 0.0000 Glns Y N , GS - Wi OX2 COR) ' . OX2, TX, -. - WR1, ST3 474 7697-37-2 85 L- Nitric Acid [41% to 85%] [MM: H3 - CR, OHM, - 3.4513 Gins 1.3274 ' Glns :' .5318 Gins - N' N QA Wi OX2 COR)' , 0X2, TX, WR1, ST3' 475 - 52583-42-3k 85 L Nitric Acid [Fuming] [>40%-85%) - 'CR, OHM,, 3.2500 Glns - .2500 Gins 0.0000 '- Glns. . - Y' - - N R&DE - [MM: H3 W1 0X2 COR) - - - OX2, TX,, ST3 Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page 28 Item#' CAS # Conc% State Name - llazClass Stge Units UC " Units UO Units Cabs >15Psi Loc 476 7783-54-2 100 CG Nitrogen Trifiuoride [mu: 71.011 IR, OHH, OX 0.0000 Cf 2.1633 Cf 0.0000 Cf Y N R&D (NH: H3 OXG] 477 7727-37-9C 100 C Nitrogen [Cryogenic] NH 0.0000 Gins 120.0000 Gins 0.0000 Gins N Y ' C? 478 7727-37-9 100 CG Nitrogen [mw: 28.02] NH ' ' 0.0000 Cf 1520.0000 Cf 0.0000 Cf N ' C? 479 7727-37-9 100 CG Nitrogen (mu: 28.021 NH 912.0000 'Cf " 0.0000 Cf 0.000,01 Cf N N ' ES3 480 75-52-5 100 L Nitromethane (HR: 112 F31 FL1C, IR 0.0000 Gins 0.0000 Gins .1000 Gins N N 106 481 75-52-5 100 L Nitromethane [HR: 112 F3] FLiC, IR .0215 Gins .0083 Gins ' ..0033 Gins Y N QA 482 111-84-2 100 L Nonane (n-) (NH: 112 F31 FLiB, IR .0858 Gins , .0330 . Gins '.0132 Gins Y' N 'QA 483 00-01-139 100 L Octafiuoro-2,4-Hexanedione CR, FL1R, .0215 Gins .0083 Gins .0003 Gins ' Y N R&D (11 1,1,5,5,6,6,6-) (NH: 143 F3 Ri TX, 'WRl COR WRi] 484 1020-84-4 100 S Octamethyicyciotetrasilazane (HR: FS, IR, 01114, .1431 Lbs .0550 Lbs ' .0220 Lbs' N N ' - R&D 113 Fl R2 UR23 UR2 485 556-67-2 100 , L Octamethyicyciotetrasiioxane (NH: ' CL3A,. IR ' .0716 Gins .0275 Gins .0110 Gins - N N R&D : 112F2) 486 111-65-9 100 L. Octane (N-) [NH: H2 F31 FLiB, IR .0143 Gins. ' .0055 ' Gins .0022 Gins Y N QA 487 546-56-5 100 5 Octaphenyicyciotetrasiioxane [HA: ' IA .0071 Lbs ' .0025 Lbs . ' .0011''' Lbs N N QA 1121 488' 142-95-0 '.100 S , Octyiamine Hydrochloride (HA: 113 CR, OHA , :' .8589 Lbs ' .3303 Lbs , ' ' .1321, LbS N . N R&D COR] 489 1942-45-6 , 100 L Octyne (4-) (HA: F3 H21 FL1C, IA ' , .0036 Gins , .0014 Gins , ' , .0006 ' Gins ' Y N R&D 490 00-01-149 ' 100 L Oil Stain (HA: 113 F3] FLiB, IR, 01114 ' .9000 Gins , 0:0000 Gins .. ' .1000 ' Gins . Y N 403 491 8002-05-9 100 L Oil.-[Petroleum Distillates) (HR: CL2, IR, 01111 0.0000 Gins 0.0000 Gins ' .0119 Gins N N 114 F2113) 492 8002-05-9 100 L Oil (Petroleum Distillates] [NH: , CL2, IR, 01111 50.0000 'Gins. ' ' 0.000Ô' Gins . 0.0000 'Gins N N 502 F2 H31 493 144-62-7 ' 100 . S Oxalic Acid [HR: 113 COR). ' , CR TX 1.4365 Lbs - .5525 Lbs ,. , , .2210 Lbs N N - QA 494 144-62-7 100 S Oxalic.-Acid (HA: 113 COR] . ' CR, TX .0714 Lbs - .0274 Lbs ' .0110 '. Lbs , . N N R&D 495 7782-44-7 100 CG Oxygen (au: 32.00) [HA: OXG] OX 0.0000 Cf 375.0000 Cf. - 0.0000 Cf , N Y ' C? 496 7782-44-7 100 CG Oxygen Caw: 32.001 [NH: OXG] - OX 1750.0060 Cf ' 0.0000 Cf . ' . 0.0000 Cf - N '' N ' . ES4 497 7782-44-7C 100 C Oxygen Caw: 32.00] (NH: OXGI OX ' 240.0000 'Gins 0.0000 Gins 0.0000 'Gins N N - 11S4 498 - 7782-44-7 100 CG Oxygen Caw: 32.00] (NH: OXG] OX - 0.0000 Cf ' 25.0000 Cf , 0.0000 Cf . N - N R&DE Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING - SITE: Page 29 Item# CAS # Conc% State Name HazCiass Stge Units UC Units UO Units Cabs >15Psi Loc 499 00-01-70 100 L PVC Glue P-705/P-711/P-717 [10-20% FL1B, 1k, SN .9000 Gins 0.0000 Gins .1000 Gins Y N 403 Polyvinyl Chloride Resin/9002-86- 2, 30-70% Tetrahydrofuran/109-99- 9, 15-36% Methyl Ethyl Ketone, 5- 15% Cyciohexanone/108-94-11 [ER: 500 Mix-530 100 t Paint Remover/Thinner [ER: H3 F31 FL1B, 1k, ORE 0.0000 Gins 0.0000 Gins .0119 Gins N N 114 501 Mix-530 100 L Paint Remover/Thinner, (ER: 143 F31 - FL1B, 1k, OHH 1.9000 Gins 0.0000 Gins .1000 Gins Y N 403 502 Mix-530 100 L Paint Remover/Thinner (ER: 143 F3) FL1B, IR, ORE 2.9000 Gins 0.0000 Gins .1000 Gins Y N - 403 503 00-01-150 100 1. Paint (Enamel) [ER: H2 F21 CL3A, IR 10.9000 Gins 0.0000 Gins .1000 Gins Y N 403 504 00-01-151 100 L Paint (Water Base) [ER: 142 Flj CL3B, IR 24.9000 Gins 0.0000 Gins .1000 Gins N N 404 505 Mix-526 -- 100 L Paint, Liquid [Touch-Up/General CL2, IR, OHM 0.0000 Gins 0.0000 Gins .0119 Gins N N 114 Purpose/Primer/Undercoat) (ER: 143 - - - F2) 506 Mix-525 100 A Paint, Spray [Touch-Up] [ER: 143 F31 AL2, IR, OHM 0.0000 Lbs 0.0000 Lbs 1.5000 Lbs N N 103 507 Mix-525 100 A Paint, Spray (Touch-Up) [ER: H3 F31 AL2, 1k, OHM 0.0000 Lbs 0.0000 Lbs .5000 Lbs N N 114 508 Mix-525 100 A Paint, Spray (Touch-Up) [ER: 143 F31 AL2, 1k, ORE 39.0000 Lbs 0.0000 Lbs 1.0000 Lbs Y N 403 509 7647-10-1 ioO S Palladium (III) Chloride [ER: H21 IR .0071 Lbs .0027 Lbs .0011 Lbs N N R&D 510 7440053* 7 L Palladium ICP/DCP Standard CR, TX - .0858 Gins .0330 Gins .0132 Gins N N QA Solution [in Hydrochloric Acid) [ER: H3 COR) 511 7440-05-3 100 S Palladium Powder [ER: 142 F21 FS, 1k, SN .0714 Lbs .0274 Lbs .0110 Lbs N N R&D 512 76-01-7 100 L Pentachloroethane [ER: 1431 CA, IR, ORE .0171 Gins .0066 Gins .0026 Gins N N QA 513 109-66-0 100 L Pentane [ER: H2 F41 FL1A, 1k .6867 Gins .2641 Gins - .1054 Gins - Y - N QA 514 123-54-6 100 L Pentanedione (Acetyl Acetone) (2,4- CL2, IL .0171 Gins .0066 Gins .0026 Gins - Y. N R&D )) [ER: H3 F2) ORE, TX- -- - 515 693-65-2 100 S Pentyl Ether [ER: F2 1421 FS, IR .1431 Lbs .0550 Lbs .0220-.Lbs Y N R&D 516 7601-90-3 100 L Perchioric Acid [ER: 143 R3 OX3 COR) CR, 0X3, UR3N - .0858 Gins .0330 Gins .0132 Gins N N QA 517 8032-32-4 100 L Petroleum Ether [Ligroin) [ER: 143 FL1A, IR, TX .1717 Gins .0660 Gins .0264 Gins I - N QA - F41 - - - - - - 518 5144-89-8 100 S Phenanthroline(1,10-) [ER: H3] TX .0071 Lbs .0027 Lbs .0011 Lbs N - N QA 519 108-95-2 100 - L Phenol [ER: 143 F21 CL3A, CR, .4294 Gins - .1651 Gins .0660 Gins N N - QA ORE, TX, ST3 - Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. W-1 we - - - - owl owl* - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING ' SITE: Page 30 Item# GAS # Conc% State Name HazCiass Stge Units UC Units UO Units Cabs >15Psi Loc 520 77_09_8* 10 L Phenolphthalein Solution (1-10% in FL1B, IR, OHH .0858 Gins .0330 Gins .0132 Gins N' N QA - Ethanol or-Isopropyl Alcohol) [HE: - - 113,F3) 521 77-09-8 100 S Phenolphthalein [Triphenyimethane IR, OWN .0714 Lbs .0274 Lbs .0110 Lbs N N, 'QA • Dye] [Feen-A-Mint Gum) [HE: 113.] 522 7664_38_2* 85 L Phosphoric Acid (o-) (Solution in CR, OHM 1.0000 Gins 0.0000 Gins 0.0000 Gins Y N GS Water) [HR 113 COR] 523 7664_38_2* 85 L' Phosphoric Acid (o-) (Solution in CR, 01111 .1717 Gins .0660 Gins .0264 Gins N N QA - Water] (HR: 113 COR] 524 , 7664382* 85 L Phosphoric Acid (o-) [Solution in CR, ORE, ' - .6500 Gins .2500 Gins .1000 Gins -- N : N. R&D - . Water] [HE: 113.COR] . 525 10025-87-3 100 L Phosphorous Oxychioride CR, TX, WR2, 90.0000 Gins 0.0000 Gins ' 0.0000 . Gins N N 330 • . (Phosphoryl Chloride] [HE: 113 W2 ST3 COR] 526 10025-87-3 100 1. Phosphorous Oxychioride CR, TX, WR2, , 220.0000 Gins 0.0000 Gins ' - 0.0000 Gins '. N N 501 [Phosphoryl Chloride) [HE: H3 W2 ST3 .- . . GOR] . . 527 10025-87-3 100 L 'Phosphorous 0xyh1ôride CR, TX, WR2,- ' 200.0000 Gins 15.0000.. 'Gins 0.0000 Gins N - N- 'CP, • (Phosphoryl-Chloride] (HE: 113 W2, ST3 : - " • ' - COR] 528 10025-87-3 100 L Phosphorous Oxychioride CR, TX, WR2, 0.0000 Gins 44.4709 Gins, 0.0000 Gins -N N CP&P [Phosphoryl Chloride] [HE: 113 W2 ST3 • ''S COR] 529 10025-87-3 100 L Phosphorous Oxychioride CR, ,TX-, WR21 ,. .3250 Gins .1250 Gins .0500 Gins Y N ENGR [Phosphoryl Chloride] [HR: 113 W2 COR] 530 10025-87-3 100 - L Phosphorous Oxychloride CR, TX, WR2, 30.0000 Gins 0.0000 Gins., - '0.0000 Gins • N N - GS -' [Phosphoryl Chloride] (NM: 113 W2 • - ST3 - COR] 531 10025-87-3 100 L Phosphorous oxychloride CR, TX, WR2, - 50.0000 - Gins - 0.0000 Gins 0:0000 Gins' - N N GS [Phosphoryl Chloride] (HE: 113 W2 - ST3 - - COR] 5 Hazardouá Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. 8/26/93 SCHUMACHER 1969 Palomar Oaks Way Carlsbad 92009 - SITE CONTENTS LISTING SITE Page 31 Item# CAS U Conc% State Name - flazClass Stge Units UC Units . UO Units Cabs >150si.. Loc 532 1314-56-3 100 5 Phosphorous Pentoxide (BR: 114 W21 CR, HT, WR2, .6500 Lbs .2500 Lbs .1000 Lbs N N QA 5T3 . . . . 533 1314-56-3 100 S Phosphorous Pentoxide (BR: 114 W21 -CR, HT, WR2, :8589 Lbs .3303 Lbs. . .1321 Lbs Y N. R& ST3 534 7789-60-8 100' L Phosphorous Tribromide [BR: 113 Wi CR, TX, WR1 .7925 Gins 0.0000 Gins 0.0000 Gins . N N GS COR] 535 7789-60-8 .100 L Phosphorous Tribromide ERR: 113 Wi CR, TX,. WR1 0.0000 Gins . 3.2500 Gins o.0000 Gins N N R&DE 'COR]. 536 7719-12-2 100 L Phosphorous Trichioride - CR, OHM, TX, .0812 Gins .0312. Gins .0125 Gins .........N ENGR • (Phosphorous Chloride] (KR: H3Wi .WR1, 5T3 . .... . . . . . . COR] 537 7719-12-2 100 L Phosphorous Trichioride CR 01111 TX .0 .0000 Gins 2.0000 Gins 0'.0090 Gins N N R&DE (Phosphorous Chloride) ERR: H3 Wi WR1, ST3 . . . . . COR) 538 7723140* 1 L Phosphorus Atomic Absorption . 'IR, OHH, TX-, . .0858 Gins .0330 Gins .......0i32 Gins : N N ;. QA Standard Solution [in Water)-(HR:. ST3'' ., . . . . . 1121 . . . . . . 539 7783-55-3 100 CG Phosphorus Fluoride (mw 87.971 IR 0.0000 Cf 2.0000 Cf __0.600v Cf Y N R&D (BR: H21 .540 7723-14-0 1 L Phosphorus ICP/DCP Standard CR, OHM, 'TX, . .0858 Gins .0330 Gins .0132 Gins .,' N N' QA. Solution [in Nitric Acid] [RR: 113] . ST3 . . . . . 541 7723-14-0 loo S Phosphorus ERR: 114 F2] -' . FS,- NT, IR, 21.0000 Lbs 1.0000 - Lbs 0.0000 Lbs . Y. N . CP - - 011H,.ST3 . . ,. . .. ..,, , . . -. ........S ..- . 542 88-99-3 • . iOO S Phthal'ic Acid [HR: 1121 : IR . .3579 Lbs . .1376 Lbs . .0550 . Lbs . 'N.- N QA. 543 . 110-85-0 100 L Piperazine ERR: 113 Fl COR] CL3B,CR, SN • .1431 Gins. . .0550 Gins .0220 Gins N N R&D 544 00-01-164 100 A . Plastic Dip [1,1,1- . 'ALl, CA, IR, 0.0000 Lbs 0.0000 Lbs 1.5000. Lbs N ' N 103 Trichioroethane, Methylene - 01111, SN . . . . Chloride, Toluene] (RR: '113 Fl] 545 10025-65-7 80 L 'Platinum (II) Chloride Solution CR . .0858 Gins " .0330 Gins .0132- Gins N - N QA ERR 113] 546 9017-40-7 100 5 P61y-4-Vinyi Pyridine [HR: 1121 IR - .0714 Lbs . .0274 Lbs . .0110 Lbs N N R&D, 547 00-01-153 100 L Poiycon 7304 (Polymeric CL3B IR 0 0000 Gins 0 0000 Gins 6.;0060.' Gins N N 106 Isocyanate) (RR:. H2 Fl Ri. WRi) SN, UR1, -WRi' Hazardous Materials. & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. - - - - - - - - - -an 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING 0 SITE: Page 3 Item# CAS $ Conc% State Name . - HazCiass Stge Units UC Units UO . Units Cabs >15Psi Loc 548 .0001-153 100 L Polycon 7304 [Polymeric CL3B, IR, 15.0000 Gins 0.0000 Gins 0.0000 ,Gins N 503-CP Isocyanate) [HR: H2 Fl Ri WR11 SN, UR]., WR1 . . . . . . . 549 - 00-01-154 100 L Polycon 7700 [HR: H2 F31 FL1B, IR 0.0000 Girls 0.0000 Gins 1.0000 Gins" N N 106 560 9003-53-6 100 S Polystyrene Beads [Ultrafine) [HR: IR .0071 Lbs . .0027 Lbs .0011 Lbs N N. R&D H21 .. . . ,. 551 9002-86-2 100 S Polyvinylchloride [HR: H21 IR Ô.0000 Lbs 2500.0000 Lbs 0.0000 Lbs N N 329 552 . 2830074-5 100 L Potassium Antimony Tartrate IR, TX - .8016 Gins .3083 Gins .1233 Gins N N QA • . . [Antimony Potassium Tartrate] [HR: H31 553 7440-09-7''' 1 L , Potaséium Atomic Absorption CR, TX .0858 Gins.. .0330 Gins .6132 Glns N -N QA. Standard Solution [in Hydrochloric . ... . . . . - Acid] [HR: H3 COR) . . . - --. . .• . -554 ,.. 298-14-6 100 S Potassium Bicarbonate [HR: H31 IR, OHM 1.4365 Lbs .5525 . Lbs .2210 Lbs N N QA 555 7758-01-2 10 L Potassium Bromate (Bromic Acid, CA, OHM, OX2 .008.5 Gins .0033 Gins .0013 Gins N N QA • Potassium Salt) [Magnesium 0 . Bromate) [Bromic Acid, Magnesium . . . . • . Salt] [HR: H3 0X21 . . . . . - . .• 556 7758-02-3 100 - S Potassium Bromide [MA: H31 - IR, OHM, SN . .0143 Lbs .0055 . Lbs .0022 Lbs . N N .QA 557 7758-02-3 100 S Potassium Bromide [HR: H31 IR, OHM, SN .1788 Lbs .0687 Lbs .0275 Lbs N -N R&D 558 . 584-08-7 100 S Potassium Carbonate (HR: H21 IR 2.1548 Lbs .8288 Lbs .3315 Lbs N N QA 559 . 7447-40-7k -50 L Potassium Chloride Solution [30- IR, OHM - . .0071 Gins .0027 Gins .0011 ,Gins N N QA - - 50%] [Electrode Filling Solution] - -. . - . - . •• .-• . 0 - [Carbonate Chloride Transfer, Buffer) [HR: H31 •• . . . 0 . 0 - . . - 560 7447-40-7 50 L Potassium Chloride Solution [30- IR, OHM. :9812 Gins .0303 Gins .0125 Gins ,. Y -N R&D :• 50%] [Electrode Filling Solution] 0 0 . 0 -, • 0 [Carbonate Chloride Transfer Buffer] [HR: H31 • • . . 0 - 561 590-28-3 100 5 Potassium Cyanate [HR: H31 IR, OHM . 1.4365 Lbs - .5525 Lbs - 0.0000 Lbs N N . R&D 562 917-58-8 100 S Potassium Ethoxide [MA: F2 H21 FS, IR . .3579 Lbs .1376 Lbs .0550 Lbs Y N . QA 563 7789-23-3 100 . - 5 Potassium Flouride [HR: H3 COR] CR, TX .0714 Lbs .. . .0274 Lbs .0110 Lbs . N N R&D 564 14075-53-7 100 . 5 Potassium Fluoroborate [HR: H21 IR 1.4365 Lbs .5525 Lbs .2210 Lbs N N QA Hazardous Materials & Occupancy Classification Analysis - Erikèen-Rattan-Associates Inc. = ism - - on, - - - - - no - - - - 8/26/93 ScHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page 33 Item# CAS # Conc% State Name HazClass Stge Units UC Units UO Units Cabs >15Psi Loc 565 7693-26-7 100 S Potassium Hydride [HR: F3 H3 W31 CR, PY, WR3, 4.4200 Lbs 0.0000 Lbs 0.0000 Lbs N N 501* 566 7789-29-9 100 S Potassium Hydrogen Fluoride [HR: CR .0357 Lbs .0137 Lbs .0055 Lbs N N R&D H3COR] 567 877-24-7 100 S Potassium Hydrogen Phthalate IR .7158 Lbs .2753 Lbs . . .1101 Lbs N N QA [Potassium Biphthalate]' (Potassium ' - Acid Phthalate) (HR: H2) 568 7646-93-7 100 5 Potassium Hydrogen Sulfate (KR: H3 CR 2.1475 Lbs .8259 Lbs . ' .3303 Lbs N N QA, COR] . . . . 569 1310.58_3* 80 .L Potassium Hydroxide Solution [45% CR, O}fli, TX, .3435 Glns .1321 Glns .0528 Gins N N QA to 80%] [HR: H3 COR) - WR1 . . . 570 1310-58-3 100 5 Potassium Hydroxide (Caustic CR,' OHH, TX, 5.0277 Lbs 1.9338 Lbs ' .7735 Lbs N , 'N QA Potash) [KR: H3 Wi COR) - WR1 571 7440097** 2 L Potassium ICP/DCP Standard ' CR, TX '.0943 Gins :0663 Glns .0148,. Glns N N QA Solution [in Nitric Acid] [KR: H3 COR) 572 7681-11-0 100 S Potassium Iodide [KR: H31 IR,' OHH, SN ' .1431 Lbs ' .0550 'Lbs ,. .0220 Lbs N N ', QA 573 865-33-8 100 - S Potassium Methoxide [KR: 143 F2 COR) CR, FS .2862 Lbs .1100 Lbs .0440 , Lbs , N N ' R&D 574' 7757-79-1 100 S Potassiuñ Nitrate (KR: 143 OX1) IR,' OHH. OX1 .1431 'Lbs .0550 Lbs .0220 Lbs N N R&D. 575 ' -7722-64-7 100 ' S Potassium Permanganate"[HR: 143' OX2] IR, 01414, 0X2 ' .7158 Lbs .2753 Lbs , ' .1101" LIs : N N QA 576 7727-21-1 100 S Potassium Persulfate (KR: 'H2 OXl] OXl, IR , .7158 Lbs .2753 Lbs , .1101 Lbs N N QA 577 7778-77-0 100 - S Potassium Phosphate Monobasic IR .7158 Lbs .2753 - Lbs , ' . .1101 Lbs ",. N N ' QA (Potassium Dihydrogen Phosphate) [KR: 1421 578 777877_0* 10 L Potassium Phosphate Volumetric , NH . . .1717 Glns .0660 Glns , . .0264 Glns N N- QA Standard [in Water] (Phosphate Buffer) [Buffer Solution pH 7] (KR: 01 579 7440-09-7 . 100 S ' Potassium (KR: 143 F3 COR] ' CR, FS, PY . ' , .0071 Lbs .00381. Lbs 0.0000 , Lbs N ,. N QA 580 7440-09-7 100 5 Potasèium [KR: H3 F3 COR] , CR. FS, PY ' .0500 Lbs .0039 Lbs -- .', 0.0000 Lbs Y - N R&D 581 74-98-6 100 LG Propane (Liquefied Petroleum Gas). FG 75.0000 Cf 0.0000 .Cf - - 0.0000 Cf N - N - 551 [LPG] [mw: 44.111 [KR: F43 582 - 504-63-2 100 L Propanediol(1,3-) (Trimethylene CL3A, IR - . .0716 Gins - .0275 Glns .0110 Gins Y N R&D' - Glycol) (Propylene Glycol) (KR: H2 F21 Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates -Inc. 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009-SITE CONTENTS LISTING SITE: Page 34 Item# CAS # ' .Conc% ,State Name ffazClass Stge Units ' UC Units UO Units Cabs >15Psi Loc 583 115-07-1 100 LG Propene [Propylene] (mw: 40.091 FG, UR1 S 0.0000 Cf 2.0000 Cf 0.0000 Cf Y N R&D [ER: F4.R11 584 78-87-5 100 L Propylene Dichloride [1,2- FL1B, IR, O}IB .1436 Gins .0550 Gins .0220' " Gins Y N QA Dichloropröpane) (ER: 113'F31 -58S 141-57-1 100 L Propyltrichiorosilane (n-) (ER: F3 ' CR, FL1C. , .1074 Gins .0413 Gins , , .0165 Gins N N R&D H3 CORI 586. N-78 100 L Pump Oil (ER: H3 F21, , CL3A, IR,.. OHM , ,' 0.0000 Gins 0.0000 Gins ' . .2642 Glns " N' N 114 587 N-78 , 100 L ' Pump Oil (ER: 113 F2) CL3A, 1k, 01111 .2000 Gins 0.0000 Gins - .0500 Gins N N 401 588 N-78 100' L 'Pump Oil' [ER: 113' F21 CL3A, IL 01111' .7500 Gins 00000 Gins .2500 Gins N N- 403 589 N-78 100 -1.. Pump Oil [ER: 113 F21 CL3A, IR, OHH ' , 0.0000 Glns 2.0000 Glns - ' 0.0000 Gins N N CP 590 N-78 100 L Pump Oil (ER: 113 F21 ' CL3A, IR, 01111 ' '0.0000 Gins 3.0000 Glns 0.0000 Gins N N ' CP 591 110-86-1 100 L Pyridine (ER 113 F3] FL1B IR 01111 0085 Glns 0033 Gins 0013 Gins Y N R&D 592 123-75-1 100 ' L ' Pyrrolidine [ER: 113 F3 COR] CR, FL1B, .1717 Gins . .0660 Gins ' 20264 Glns Y N R&D oIii,Tx 593 5108-96-3 100 S Pyrrolidinecarbodthioic. Acid (1-),' ''IR'' : ' .0357 Lbs .0137 Lbs .0055 Lbs ',N N QA Ammonium Salt (ER: H21- 594 81-61-8 100 S Quinalizarin (1,2,5,8- IR ' , .0357 Lbs - .0137 Lbs ' .0055, Lbs .,. N N QA Tetrahydroxyanthraquinone) (ER: 1121 595 Mix-449 ' 100 L RTV Adhesive Sealant (80-85% . CL3B. IR 0.0000 Gins 0.0000 Gins , .0100, Glns ' .:N, , N, 103' Poly(Dimethylsiloxane), <5% Poiyacetoxysilane, 10-15% Silicon - ' ' ' ' .. -' -. . ' . Dioxide/7631-86-9] (ER:- 112 Fi] 596 Mix-449 100 L RTV,Adhesive Sealant 180-85% CL3B,' IR 0.0000 Glns ' 0.0000 'Gins 1.0000. - Gins N 'N " 106 Poly(Dimethyisiloxane), <5% Poiyácetoxysiiane. 10-15% Silicon Dioxide/7631-86-91 [ER: 112 Fl) 597 'Mix-449 - 100 L RI"! Adhesive Sealant [80-85% - CL3B, IR - ' ' 0.0000 Gins 00000 Gins' - .1000 ,Glns N ' N .114 Poly(Dimethylsiloxane), <5% ' ' ' ' ' ' ' ' •' ' ' " ' ' ' Polyacetoxysiiane, 10-15% Silicon ' ' '' ' ' ' ,. '. - . - Dioxide/7631-86 9] (HR 112 Fl] .598 60177-39-1 100 ,L Resin [AG-lax Chloride Resin] (ER: ' CR, TX, WRi ' - .7158 Gins , .2753 Glns ' .1101 Glns N N R&D' 113 R1CORWR11 Hazardous Materials & Occupancy Ciassificatioz Analysis - Eriksen-Rattan Associates Inc. - ! - - -.- '__u._.._,••_ _.a, 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING . SITE: Page 35 Item# CAS # Conc% State Name HazClass Stge Units UC Units UO Units Cabs >lsPsi Loc . 599 14319-13-2 100 S Resolve-Al La (La(thd)3, IR . .0357 Lbs .0137 Lbs 0.0000 Lbs N N R&D tris(2,2,6,6-tetramethyl-3,5-- . . heptanedionato)lanthanum] (HR: 1121 . 600 00-01-146 100 S Safe Step (HR: 1121 IR 0.0000 Lbs 60.0000 Lbs 0.0000 Lbs N N CP 601 7440199** 1 L Samarium Atomic Adsorption CR, TX .0858 Gins .0330 Gins .0132 Gins N N QA Standard Solution (in Nitric Acid] (NE: 113 COR] 602 7782492** 1 L Selenium Atomic Absorption CR, TX .0171 Gins - .0066 Gins .0026 Gins N N QA Standard Solution (in. Nitric Acid] - (NE: 113 COR] . 603 7782-49-2 100 S - Selenium Metal (HR: H31 CA, TX .1431 Lbs .0550 Lbs 0220 Lbs N N R&D .604 7631-86-9 100 S Silica Fumed [Collodial Silica] IR . .3579 Lbs . .1376 Lbs .0550 Lbs N N . QA [Cab-o-Sil] [Silica Gel] (anion, . . . . . Cation, Ion, Biárad, Mixed . . Exchange Resins) (NE: 112) . . . . . . 605 7440213** 2 L Silicon Atomic Absorption Standard CR, TX . .3433 Gins .1320 Gins .0528 Gins N .' N QA Solution [in Sodium Hydroxide] (HR:H3COR] 606 60676-86-0 100 S Silicon Dioxide (Silica, Fused) IR, -OHM 2.8730 Lbs 1.1050 Lbs .4420 Lbs N N QA • (HR: 1131 . . . . . . . . . . 607 16026-04-7 100 L -Silicon Tetrachloride (mw: 169.9] CR, WRi - .2436 Gins .0553 Gins .0221 Gins N N R&D (Silicon Chloride) (NE: 113 R2 Wi • . . . . . . '• . . OR] 608 10026-04-7 100 L SiliconTetrachioride (mw: 169.9] CR, WRl .5000 Gins - .1000 Gins 0.0000 Gins N N R&DE [Silicon Chloride] (HR: 113 R2 Wi COR] 609 63148-62-9 100 L - Silicone Oil [Immersion Oil] (Di- CL3B, ONE - 0.0000 Gins 0.0000 Gins .2500 Gins N - N - 106 Methyl Siloxane] [Di-Methyl - - • Silicone] [Amersil L-45/100] [Dow - -. Corning 200 Fluid] (NE: 113 Fl] 610 563-63-3 -- 100 S Silver Acetate (NE: H21 IR .0357 Lbs .0137 Lbs - .0055 Lbs N N R&D 611 7440_224*** 1 L Silver Atomic Absorption Standard CR, OX1 .1288 Gins .0495 Gins .0198 Gins N N QA - S Solution (in Nitric Acid] (NE: 113 5 • - - - - 2 - COROX1] Hazardous Materials & Occupancy Classification Analysis Eriksen-Rattan Associates Inc. - - - L - - 02 . no - - - - - --- out - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page 36 Item# CAS # Conc% State Name HazCiass Stge Units UC. Units UO Units Cabs ,15Psi Loc 612 534-16-7 100 5 Silver Carbonate (BR: 1121 IR , .0357 Lbs '.0137 Lbs .0055 Lbs N N R&D 613 7783_90_6* 80 L Silver Chloride Solution (HR: 1131 IR, TX .0214 Glns .0082 Glns .0033 Glns N N QA 614 553-51-7 100 S Silver Formate (Silver Oxalate) 0101, UR3N .0143 Lbs .0055 Lbs , .0022 Lbs N N R&D (HR: 113 R3 UR31 615 7440224** 2 L Silver ICP/DCP Standard Solution CR, TX .0858 Glns .0330 Glns .0132 Glns N N QA (in Nitric Acid) (BR: 113 COR] . 616 7761_88_8** ' 5 L Silver Nitrate (<1=5% ' CR, OX1, TX .0085 Gins ' .0033 Glns , .0013 Glns N N , QA Solution/Gel)- (HR H3 OXi COR) 617 7783_99_5* 10 L Silver Nitrate (BR: 112 ,OX11 ' IR OX1 ' .1717 Gins .0660 ' Glns ' .0264 Glns N N QA 618 7761-88-8 ' 100 5 Silver Nitrate (BR: 113 OX1 COR] CR, OX1, TX .0357 Lbs .0137 Lbs .0055 Lbs N N QA 619 , 7761-88-8 100. S Silver Nitrate (BR: 113 OX1 COR] CR, OXl, TX .6439 Lbs .2475 Lbs , .0990 Lbs N N " 'R&D 620 10294-26-5 ' 100' S Silver Sulfate (BR: 112) ' IR , , .0357 Lbs .0137 Lbs , , .0055 Lbs N N QA 621 10294-26-5 100 5 Silver Sulfate (BR: 1121 , ' IR ' .0071 Lbs ' .0027 Lbs .0011 Lbs N N R&D 622 7440-22-4 '100 5 Silver (Powder) (BR: 113 F21 FS, IR, OBH .0071 Lbs .0027 Lbs .0011 Lbs N ' N R&D 623 Mix-378 100 L Simple Green (BR: 01 NH ' ' 1.0000 Glns 0.0000 Gins 0.0000 'Gins , N N ES5 624 Mix-378 , ' 100 L Simple Green (BR: 01 , NH 0.0000 Gins ' 0.0000 Glns , 1.1250 Gins N N ' GS 625 00-01-166 100 L Snoop (Surfactant] [BR: H21 , IR ' 0.0000, Gins 0.0000 Glns ' ' : .5000 Gins , N N 103 626 ' 00-01-166 100 L Snoop •(Surfactant) (BR: H21 ' IR 0.0000 Gins 0.0000 Glns '.0500 Glns N N 114 627 127-09-3 100 5 Sodium Acetate [Acetid Acid Sodium IR, 01111 ' .1431' , Lbs .0550 Lbs ' .0220 Lbs ' , N N R&D Salt] (BR: H31 628 7681-38-1 100 ' 5 Sodium Acid Sulfate (BR: 113 COR) CR .2146 Lbs .0825 Lbs ' .0330 Lbs N , N R&D 629 13770-96-2 100 S Sodium Aluminum Tetrahydride (BR: ' FS, IR, WR2 , .2862 Lbs. .0500 Lbs 0.0000 Lbs N N , R&D F2H2W21 630 144-55-8 100 ' . S Sodium Bicarbonate (Sodium -, IR 1.4365 Lbs ' .5525 Lbs .2210 ' Lbs N N ' R&D Hydrogen Carbonate) (BR: 112) 631 ' 1303-96-4 ' 100 5 Sodium Borate [Borax) ,(Sodium IR, 01111 .7158 Lbs . .2753 Lbs .1101 Lbs , N N QA Tetraborate Pentahydratel (BR: 1131 632 16940-66-2 100 S Sodium Borohydride (BR: 113 F2 W2 CR, FS, TX, ' .2862 Lbs .1100 Lbs ' - . .0440 Lbs , N N ' QA CORI WR2 ' 633 16940-66-2 100 S Sodium Borohydride (BR: H3 F2 W2 CR, FS, TX, .0714 Lbs .0274 Lbs :oiio ' Lbs , N N R&D COR) , WR2 634 7647_15_6* - 5 L Sodium Bromide Solution (BR: 1123 IR .0858 Glns .0330 Glns .0132 Glns N N QA - Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. M . .- _.. - S ' - SITE: Page 37 8/26/93 SCHUMACHER -,1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING - Item# CRS # Conc% State Name : HazClass Stge Units UC Units UO Units Cabs >15Psi Loc 635 497-19-8 100 S Sodium Carbonate (Soda Ash] IR, OHM 2.1548 Lbs .8288 Lbs .3315 Lbs N N QA (Disodium Carbonate) (Carbonic 'Acid, Disodium Salt] [Crystol Carbonate] [HE: H31 636 497-19-8 100 S Sodium Carbonate (Soda Ash] IR, OHM .7158 Lbs .2753 Lbs .1101 Lbs N N R&D [Disodium Carbonate] [Carbonic Acid, Disodium Salt] [Crystol Carbonate] [HE: H31 - 637 7647_14_5* .10 L Sodium Chloride Volumetric IR, OHM .1801 Glns .0693 Gins .0277 Gins N N QA Standard [Normal Saline] [Isotonic - Salt] [HE: H31 . 638 7647-14-5 100 S Sodium Chloride [Salt] [Normal IR, OHM '. , .7158 Lbs .2753 Lbs .1101 Lbs N ' N QA Saline] [Isotonic Salt] [HE: H3) 639 4984-82-1 100 L Sodium Cyclopentadienylide [HE: F31 FL1C - .2580 Gins .1000 Gins . . .0400 Gins Y " N -. R&D 640 141-52-6 100 5 Sodium Ethoxide [HR: H2 F21 FS, IR .3579 Lbs .1376 Lbs .0550 Lbs Y 'N QA 641 141-52-6 100 S Sodium Ethoxide [HE: H2.F2] FS, IR .1431 'Lbs .0550 Lbs :0220 Lbs N: N' R&D. 642 7681494* 10 L Sodium Fluoride Solution (HE: H31 IR, OHM, TX .0858 Glns .0330 Gins .0132 Gins . 'N N QA. 643 141-53-7 100 S Sodium Formate [Formic Acid, ' IR 1.4365 Lbs .5520 Lbs .2210 ' Lbs 'N N - R&D- Sodium Salt] [Fdrmax] [HE: H21 644 1310_73_2** 5 L Sodium Hydroxide O.iN-iO.ON CR, OHH .0085 Gins .0033 Gins .0013 Gins. N N QA-. Solution in Water [Base] [HE: H3 COR] 645 1310_73_2* 50 L Sodium Hydroxide Solution [25-5016 CR, OHM, WRi - 300:0000 Gins ' 0.0000 Gins ''O.00OO Gins N N ' ESS Solution in Water] [Base] (HE: H3. '• , . - . . , ,0 OR WRi] 646 1310_73_2* - 50 , L Sodium Hydroxide Solution' [25-501; CR, OHM,' WRl 0.0000 Gins 55.0000 Gins 0.0000 Gins N N GS Solution in Water] [Base] (HE: H3 - COR WRi] - - - -- 0 647 1310_73_2* - 50' L Sodium Hydroxide Solution (25-50% CR, 'OHM, WRi 8.0000 Gins - 0.0000 Gins 0.0000 Gins V - N GS , - - Solution in Water] [Base] (HE: H3 - 0 - COR HE].] 648 1310-73-2 '100 5 Sodium Hydroxide [Caustic Soda] CR, OHM, WR1 3.5913 Lbs 1.3813 - Lbs .5525 Lbs N N QA -' (Base) [HE: H3' COR WRl] Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. - - - - - - - Mo. va , =I - - IM, - - 8/26/93 . SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING . SITE Page 38 Item# CAS .# Conc% State Name HazClass Stge Units UC Units UO Units Cabs - >l5Psi Loc 649 1310-73-2 100 S Sodium Hydroxide (Caustic Soda) CR, 01111, WR1 1.4365 Lbs - .5525 Lbs .2210 Lbs N N R&D (Base] (BR: H3 COR WR13 650 7440_235** 2 , L Sodium ICP/DCP Standard Solution CR1 TX .2059 Gins .0792 Gins .0316 Gins N N QA (in Nitric Acid) (BR: 113 COR] 0 * 651 7681-82-5 100 S Sodium Iodide (BR: 113) IR, ORB .7158 Lbs - .2753 Lbs .1101 Lbs N N ' QA 652 124-41-4 100 S Sodium Methoxide [Methanol, Sodium CR, FS, WR2 .2862 Lbs .1100 Lbs .0440 Lbs N N R&D Salt) (Sodium Methylatel (BR: 113 F2 W2 COR] 653 7631-99-4 - 100 S Sodium Nitrate (HR: H3 OXi] IR, OXi .7158 Lbs. .2753 Lbs . .1101 . Lbs N N R&D 654 7632-00-0 97 5 Sodium Nitrite (BR: H3 OXi COR) CR, OX1, Ti .6500 Lbs .2500 Lbs . .1000 Lbs N N R&D 655 62-76-0 . 100 S --Sodium Oxalate (BR: 1121 - - IR .1431 Lbs . .0550 Lbs .0220 Lbs - N N R&D 656 11135-81-2 100 S Sodium Potassium Tartrate (BR: 113 CR, FS, WR2 .0357 Lbs . .0137 Lbs :, .0055 Lbs N - N R&D F2W2CORI 657 6834-92-0 100 S Sodium Silicate (Sodium IR - .7158 Lbs .2753 Lbs - .1101 Lbs N N QA Metasilicate) [BR: 112] 658 .7757826* 10 L . Sodium Sulfate Volumetric Standard IR .2575 Gins .0981 Gins .0396 Gins N N QA •. S (Solution in Water] (BR: 1121 ' 5 . 659 7757-82-6 100 S Sodium Sulfate (BR: 113) . -IR, 01111 .7158.,.Lbs - 2753 :Lbs -. .1101 Lbs N N QA- 660 7757-82-6 100 S Sodium Sulfate (BR: 1131 - IR. 01111 .7158 Lbs .2753 Lbs -. .1101 Lbs - N ' N R&D 661 7757-83-7 100 S Sodium Sulfite [NALCO 2549 Pulv02, IR, 01111 .7158 Lbs .2753 Lbs. .1101 Lbs . N N QA Scavenger] Scavenger] [BR: H31 662 6106-24-7 100 S - Sodium Tartrate Dihydrate -. IR . .8589 Lbs . .3303 . Lbs .1321- Lbs . N - .! QA (Tartaric Acid Disdium Salt Dihydrate] (BR: 1121 663 . 7772-98-7 100 . 5 Sodium Thiosulfate (BR: 1121 . IR .7158 Lbs .2753, Lbs .1101 Lbs N - N QA 664 7772798-7 100 S Sodium Thiosulfate. (BR: H21- IR 3.5913 Lbs 1.3813 Lbs 0.0000 Lbs N N R&D 665 10102-17-7 100 S Sodium Thiosulfate (BR: 113] IR, ORB .7158 Lbs .2753 Lbs.' . .1101 Lbs N N. QA 666 7440235* 100 S. Sodium (Lumps in Oil/Kerosene] CR, F'S, WR2 .2862 Lbs .1100 Lbs . - .0.440 Lbs Y N R&D (BR: 113 F2 W2 COR] 667 00-01-152 100 S Spill-X-A -(13% Attapulgite IR, 01111 15.0000 Lbs .0.0000 Lbs 15:0000 - Lbs N N - CP S - Clay/8031-16-3, 78% Magnesium Oxide/1309-48-4, 1096 Sodium Carbonate/497-19-8, <1% Petro AGS, <196 Red Lake 0 Dye/5160-02-11 (BR: Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. - - - - - - - - - - - - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING - SITE: Page 39 Item# CAS # Conc% State Name HazClass Stge Units UC Units UO Units. Cabs >15Psi Loc 668 7772-99-8 100 S Stannous chloride [Tin Chloride] CA, CR, ORB, 2.1475 Lbs .8259 Lbs .3303 Lbs N' N QA ERR: H31 - TX - 0 669 7440_24_6** 1 L Strontium Atomic Aborption CR. TX .0943 Gins .0663 Gins .0148 Gins N N' QA Stardard Solution (in Hydrochloric Acid] ERR: 113. COR] 670 100-42-5 100 - L Styrene ERR: 113 F3 R21 CA, FL1C1 .1625 Gins .0625 Gins .0250 Gins Y N ENGR IR, OHH, UR2 . 671 110-15-6 100 5 Succinic Acid (HR: 1121 IR .3579 Lbs .1376 Lbs .0550 Lbs N N QA - 672 63-74-1 100 S Sulfanilamide (HR: 1131 - CA, 01111 .1431 Lbs .0550 Lbs .0220 Lbs N N QA 673 7704-34-9 100 S Sulfur [RR: 112 Fl] FS, IR .0714 Lbs .0274 Lbs .0110 Lbs N N R&D 674 7664_93_9*** 10 L Sulfuric Acid Volumetric Standard CR, 01111, ST3 , .0214 Gins .0082 Gins .0033 Gins N N QA [2-10% Solution in Water] (pH 2) (Acid] ERR: 1131 675 7664-93-9 99 L Sulfuric Acid (Acid] ERR: 113'W1 CR, 01111, TX, 75.0000 Gins 0.0000 Gins 0.0000 Gins ' N .N ESS COR] WR1, ST3 ' 676 7664-93-9 99 L Sulfuric Acid (Acid) ERR: H3-W1 CR, 01111, TX, 1.2877 Gins -.4943 Gins .1880 Gins N N QA COR] WR1, ST3 677 6074-84-6 ioo L Tantalum (V) Ethoxide [HR: F31 - FL1C - 1.3000 Gins .5000---- Gins 0.0000 Gins '1 N R&DE. 678 7440_25_7** 1 L Tantalum Atomic Absorption CR, TX ' .0858 Gins .0330 Gins .0132 Gins' N N QA Standard Solution [in Nitric Acid] -. ERR: 113 COR] 679 00-01-135 100 L Tantalumpentaethoxide (TMPO] [RR: - CR, FL1B, WR1, 2.1134 'Gins 0,. 0000 Gins - - 0.0000 Gins . N - N -, 503-RD H3F3R1WR11 . '- , - --- 680 13494809* 15 - L - Tellurium ICP/DCP Standard CR, TX, ST3 - .0171 Gins .0066 Gins ' .0026 Gins N N QA Solution (in Hydrochloride Acid] ERR: 113 COR]] 681 629-59-4 100 L Tetradecane (N-) 112 Fl] CL3B, IR - - 30.0000 Gins 0.0000 Gins - 0.0000 - Gins N -- N 503-CP, 682 629-59-4 100 L Tetradecane (N-) H2 Fl] - CL3B, IR 0.0000 Gins 300000 Gins: .0.0000 Gins N N -CP 683 78-10-4 100 L Tetraethylorthosilicate [Ethyl CL21 III, 01111 - 0.0000 Gins 0.0000 Gins.• - .5283 Gins N - N 114 - orthosiiicate] (Ethyl Silicate] - [tetraethyl Silicate) ETEOS] (RR: . H3F2] Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. - - - - - - - - - - - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING : -, SITE: Page 40 Itm# GAS # Conc% State Name HazClass Stge Units UC- Units UO Units Cabs >15Psi Loc 684 78-10-4 100 L Tetraethyiorthosilicate (Ethyl CL2, IR, OHH 192.0000 Gins 15.0000. Gins 0.0000 Gins ..Y N 329 - Orthosilicate] (Ethyl Silicate] 4 [Tetraethyl Silicate] (TEOS] [HR H3 F2] 685 78-10-4 100 L Tetraethylorthosliicate [Ethyl CL2 IR OHH 173 4000 Gins -.-0.,00001 Gins 0.0000" Gins N N 330 Orthosilicate] (Ethyl Silicate] - - [Tetraethyl Silicate] [TEOS] (HR: . H3.F2] - 686 78-10-4 100 L Tetrethylorthosiiicate (Ethyl CL2, IR, OHH 5.6599 Gins 0.0000 Gins 0.0000 Gins N N 501* Orthosilicate] (Ethyl Silicate] (Tetraethyl Silicate] (TEOS] [HR: - - - - H3 F21 --.- 687 78-10-4 100 L Tetraethylorthosiiicate [Ethyl CL2, IR, OHH 300.0000 Gins 0.0000 .. Gins 0.0000 Gins N,- N 502 • - Orthosilicate] [Ethyl Silicate].,, - [Tetraethyl Silicate] (TEOS] (HR: H3 F21 688 78-10-4 - 100 1.. Tetraethylorthosi1icate [Ethyl CL2, IR, OHH 250.0000 Gins 0.0000 Gins - 0.0000 Glns N N 503-CP Orthosilicate] (Ethyl Silicate] - ' .. , - - ... - (Tetraethyl Silicate] (TEOS] (HR - R3F21 - --' 689. 78-10-4 100 L Tetraethyiorthosilicate (Ethyl CL2, IR,. OHB, 265.0000 Gins 0.0000 Gins - 0:0000 Gins Y N 505-CP - - Orthosilicate](Ethyl Silicate] -- [Tetraethyl Silicatel (TEOS] (HR: - H3 F21 690 78-10-4 100 L Tetraethylorthosilicate (Ethyl CL2 IR OHH 192 0000 Gins 15.0000 Gins 0.0000 Gins N N CP • Orthosilicate) (Ethyl Silicate] - [Tetraethyl Silicate] (TEOS] (HR: - H3F21 - -'•- -. .- -- . -• . - . - 691 - 78-10-4 - 100 L Tetraethyiorthosilicate [Ethyl CL2, IR, OHM 0.0000 Glns 20.0000 lns 0.0000 Gins N N CP&P Orthosilicate] (Ethyl Silicate], . - ..- - . [Tetraethyl Silicate] -(TEOS] (HR: . . . • . . H3 F23 .. . • - - -. ,. -• -. • - - - - -_-. . - - - ' :. - , . - - . -• - - Hazardous Materials & Occupancy Classification Ana y, 1'9 Eriksen-Rattan Associates Inc. . . , _•_:__ - oil M 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING - - SITE: Page 41 Itém# CAS U Conc%5 State -Name HazCiass Stge Units UC Units : UO Units Cabs ;isPsi Loc 692 78-10-4 . ,100 L Tetraethyiorthosiiicate [Ethyl CL2, IR, ORB. .6500 Glns :2500 Glns .1000 Gins ,Y N ENGR - - . . Orthosilicate) (Ethyl Silicate) [Tetraethyl Silicate] [TEOS] [HR- H3 F21 693 78-10-4 100 L Tetraethyiorthosiiicate [Ethyl CL2, IR, OHM 25.0000 Gins 0.0000 Gins 0.0000 - Gins N; N GS Orthosilicate). [Ethyl Silicate] [Tetraethyl Silicate] [TEOS) [ER: 113F2) 694 78-10-4 100 L Tetraethyiorthosilicate [Ethyl CL2, IR, ORB '. :50.0000 Gins 5.0000 Gins 0.0000 Gins N N GS Orthosilicate) [Ethyl Silicate) . [Tetraethyl Silicate] [TEOS) [ER: - H3F21 695 78-10-4 100 L Tetraethylorthosiiicate [Ethyl - CL2, IR, OHH .1860 Gins ' - .0715 Glns- .0286 Gins Y N QA Orthosiiicate)'[EthyitSiiicate) (Tetraethyl Silicate) [TEOS) (HR- H3 F21 .- 696 78-10-4 100 L Tetraethylorthosiiicate [Ethyl CL2, IR, OHM .6500 Gins .2500 Gins .1000 Gins N N R&D Orthosilicate) [Ethyl Silicate) * . [Tetraethyl Silicate) [TEOS) [ER: - 113F2) ,.697 631-36-7 100 L Tet;aethylsilane [ER: F3 H21 FL1C, IR .0014 Gins _70006 Gins .0002 Gins Y N QA 698 109-99-9 100 - L Tetrahydrofuran -[ER: 112 F33 . , FL1B, IR 2.6000. Gins :- 0.0000 Gins - 0.0000 - Gins N N. 501* 699 109-99-9 100 L Tetrahydrofurn [ER: 92 F31 - FL1B, IR : '.0406 Gins "- .0156 Glns. .0063- Gins-. - Y - N - ENGR: 700 109-99-9 100 L Tetrahydrofuran [RR: 112 F3] FLiB, IR .6867 Gins .2641 Gins .1054 Gins - Y N - - QA 701 109-99-9 100 L Tetrahydrofuran [ER: H2 F31 : FLiB, IR .6000 Gins - .1.0000' 'Gins - 4000. Gins' - - Y N R&D - 702 - 00-01-136 100 L Tetrakis(Diethylamino)Titanium - CR, WRi - - 1.8492- Gins 0.0000 Gins . 0;0000 - Gins - N N 503-RD - - - [MEAT) [ER: H3 Ri WRi] 703-. 00-01-136 100 L - Tetrakis(Diethylamino)Titanium CR, WR1 -- 3.2500 Gins .5000 - Gins 0.0009 Gins - Y - N -. R&DE - [TDEAT) [ER: 113 Rl WR11 704 996-70-3 100 S Tetrakis(Dimethylamiño)Ethylene - ,. • IR -. .1431 Lbs .0550 Lbs . - -.0220 Lbs - N - N R&D - [HA: 1121 705 1624-01-7 100 L Tetrakis(Dimethyiamino)Silane [ER: CL3A, CR, - .0107 'Gins .0041 Gins ' .00i7 Gins - - N N -- R&D - 113 F2 RI COR WR11 - OHM, TX, HAl - . - ' - - -' - - -Hazardous Materials,& Occupancy Classification Analysis - EriksiRattan Associates Inc. • - - - ' - - - - - - - - - - - - - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar OaksWay, Carlsbad 92009 - SITE CONTENTS LISTING . V, - SITE:'Page42' . Item# CAS'# Conc% State Name HazCiass Stge Units UC Units UO Units Cabs >15Psi Loc' 706 00-01-137 100 L Tétrakis(Dimethyiamino)Titanium CR, WR1, 1.8492 Gins . 0.0000 Gins 0.0000 Gins N N 503-RD [TDMAT] (HR: H3 Ri WR11 707 00-01-137 100 L Tetrakis(Dimethyiamino)Titaniurn . CR, WR1 - 1.3000 Gins . .5000 Gins 0.0000 Gins Y N R&DE (TDMATI [HR: H3 Ri WRi) 708 1118-71-4 ioo S . Tetramèthyi-3,5-Heptanedione IR '' 1.0737 Lbs .4129 • Lbs .1651 Lbs Y. N R&D (2,2,6,6-) (Dipivaioyimethane) . V [HR: H2] 709 2370-88-9 100 L Tetramethyicyciotetraailoxane FL1B IR,WR1 • 1.5000 Gins 0.0000 Gins 0.0000 Gins N N 330. (2,4,6,8- •- .' . V - - - , , - .' .' . , , V . Tetramethylcyciotetrasiioxane) V V V V [HR 112 F3 RI WR11 710 2370-88-9 100 L Tetramethyicyciotetrasiioxane FLiB; IR, WR1 150.0000 Gins 0.0000 Gins * 0.0000 Gins N N 503-CP . (1357) (2468 - Tetramethyicyciotetrasiloxanel [HR: 112 F3 RI WR11 711 2370-88-9 100 L, Tetramethyicyciotetrasiloxane - FL1B, IR, WRi -10.0000 Gins 0.0000 Gins 0.0000 Gins N N 503-RDV-. (1,3,5,7-) (2,4,6,8- .. -. . V • . Tetramethyicyciotetrasiioxane] - [HR: 112 F3 Ri WRi) 712 2370-88-9 100 L Tetramethyidyciotetrasiioxane FL1B, IR, WRY - 15.0000 'Gins 0.0000 Gins 00000 Gins .Y N 505-RD.. V (1,3,5,7-) (2,4,6,8- Tetramethylcyciotetrasiloxane) (HR 112 F3 Ri WR11 713 2370-88-9 100 L Tetramethyicyciotetrasiioxane FLiB IR WR1 2.0000 Gins 1.2500 Gins 0.0000.- Gins Y N R&DE (1,3,5,7-) 12,4,6,8- - -' Tetramethyicyciotetrasiloxane) - [HR: 112 F3 Ri WR]) 714 110-18-9 100 L Tetramethyiethyienethamine(N N N N CR, -FL1B, TX 0171 Gins 0066 Gins 0026 Gins Y N R&D -) (TEMEDI (HR: H3 F3 COR) 715 , 768-66-1 100 L Tetramethyipiperidine (2,2,6,6-) FLiC, IR . - ' 5.0000 Gins '0.0000 Gins .0.0000. Gins N - N 503-RD [HR:112F3) 716 768-66-1 - 100 . L V Tetramethylpiperidine (2,2,6,6-) - FLiC, IR 7.1327 Gins -, .. 0.0000 VGin5 0.0000 Glns N N - 503-RD [HR: H2 !) . V V - V• S , - . - V - - ,. V' - VVVVV •VV Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. - - - - a. -MASM M- 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page 43 Item# CAS 0 Conc% State Name HazClass Stge Units UC Units UO - Units Cabs >iSPsi Loc 717 7440.28_0* 2 L Thallium ICP/DCP Standard Solution CR, TX .0085 Gins .0033 Gins .0013 Gins -. N N QA [in Nitric Acid) [KR: H3 COR] 718 00-01-159 100 L Thermaicote (>30% Zinc Oxide/1314- IR, OHM 0.0000 Gins 0.0000 Gins .1000 Gins N --- N 106 13-2. >50% Silicone Fluid-,,<5%.'. . Fumed Silica) (KR: H3) 719 Mix-447 100 L Thread Sealant with Teflon (35-401; FL1B, IR, OHM 0.0000 Gins 0.0000 Gins . .1000 Gins N N 106 Isopropyl Alcohol/67-63-0, 10-15% Vinyl Terpoiymer/63148-65-2, 25- . 30% Taic/14807-96-6, <5% Titanium Dioxide/13463-67-7, <5% 720 7440-31-5 100 S Tin (Powder) (Bars) [Mossey) [KR: OHM - 0.0000 Lbs 0.0000 Lbs 25.0000 Lbs N• - N 106 H2) . . .. 721 7440315** 8 L Tin Atomic Absorption Standard CR, TX .0858 Gins .0330 Gins'. -.0132 Gins N N QA Solution (in Hydrochloric Acid) . S [KR: H3 COR) . . . . . 722 14791-99-2 100 L Tin(II) Ethoxide [KR: H3 F31 - FL1B, IR, OHM .0007 Gins 5 .0003 Gins .0001., Gins Y N QA 723 7646_78_8** 26 L Tin(IV) Chioride.in ' CA, CR, OHM . .0171. Gins .0066 Gins - .0026: Gins N N QA Dichioromethane (26% TC-+ 7491 DUM/75-09-21 (KR: H3 COR) 724 7704-98-5 100 S Titanium (II) Hydride [KR: F21 '' - ,FS .1431 Lbs .0550 Lbs - - 0.0008 - Lbs N N R&D 725 7705-07-9 100 S Titanium (III) Chloride [KR: F2 H3 CR, FS .1431 Lbs - .0550 Lbs - - .0220 Lbs. N N R&D COR) 726 7789-68-6 100 S Titanium (IV) Bromide [KR: H3 COR) CR - .1431 Lbs .0550 - -Lbs 0.0000 Lbs - N ". N R&D 727 .3087-36-3 - '100 L Titanium '(IV) Ethoxide [KR: F3 H2) FL1C,- IR .0071 Gins .0027 Gins - .0011 Gins . ' Y N , QA 728 , 3087-36-3 100 L Titanium (IV)Ethoxide [KR: F3 H2) FLiC, IR .0358 Gins ' .0138 Gins ' .0055 Gins N N R&D 729 7783-63-3 100 5 Titanium (IV) Fiouride [KR: H3 COR) CR .0714 Lbs - .0274 Lbs 0110 Lbs N N R&D 730 7440326* 10 L Titanium ICP/DCP Standard Solution. IR .0858 Gins .0330 Gins - - .0132 Gins- N -N QA [in Wter) (KR: H21 731 7550-45-0 100 L Titanium Tetrachloride . - CR, TX, ST3 ' .2155 Gins .0829 - Gins - - - -.0332 - Gins - N N - R&D - . . . [Titanium(IV) Chloride] [KR H3 - COR) 732 - 7550-45-0 -100 -- L' Titanium Tetrachloride - CR, TX, ST3 - 1.0000- Gins ;5000 - Gins 0.0000 . Gins - - N R&DE [Titanium(IV) Chloride] [KR: H3 - COR) Hazardous -Materials & Occupancy Classification Abalysis - Eriksen-Rattan Associates Inc. - - - - - - - - - - - - - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING ., ,. SITE: Page 44 Item# CAS # Conc% State Name HazClass ' Stge Units UC Units . UO Units Cabs >15P5i Loc 733 7720-83-4 100 5 Titanium(IV) Iodide [NB: H31 IR - .0143 Lbs .0055. Lbs .0022 Lbs N N R&D 734 1271-19-8 100 5 TitanoceneDichioride [HR: H21 : IR : -,.0500 Lbs .0550 Lbs :0220 Lbs N N R&D 735 108-88-3 100 . L Toluene [Aromatic Hydrocarbon] FLiB, IR, OHM .. 1.0000 Gins 0.0000 Gins 0.0000 Gins N N 501* [HR: H3'F31 736 108-883 - 100 L Toluene '[Aromatic Hydrocarbon] FL1B, IR, OHH :0858. Gins .0330 Gins .0130' Gins 'Y N QA • . [HR: 113 F3) 737 108-88-3 100 L Tolueñe [Aromatic Hydrocarbon] FL1B, IR, OHH .3734- Gins .1000 , Gins 0.0000 Gins Y N R&D [NB: 113 F3] .738 00-01-168 100. A 'Touch and -Foam'[Dipheny1methane 'AL3, IR,OHII , 0.0000 Lbs .-, 0.0000 Lbs .7500 'Lbs N N 103 - • . . . Diisocyanate/26477-40-5, ' - Chlorihnated Phosphate/13674-84-5, Dimethyi Ether/115-10-6, . ' ' . ' . ' ' Propane/64-98-6, Isobutane/72-28- 739 18105-64-1 100 S Tri-t-Butoxychlorosiiane [NB: H3 , FS, IR, 01111, ' ' ' ' '.0714 Lbs - .0274 'Lbs ' .0110 Lbs ' N - R&D - Fl R2 WR21 -. , WR2' 740 56-36-0 ' ii.00 S Tributyltin Acetate [NB: H2] , IR ' 3579 Lbs, .1376 Lbs , .0550 'Lbs : N N' R&D. 741 71-55-6 '' 100 ' L Trichioroethane (1,1,1-) [74-100%] ' IR, OHM - 0.0000 Gins 0.0000 Gins ' i.0000 Gins , N N' , 106' [HIC 113] 742 71-55-6 ' ' 1,00' 'L Trichior6ethane (1,1,1-) [74-100%] IR, OHM ' ' ' 150.0000 Gins 0.0000' 'Gins ' 0.0000 Gins , N N. 330. [NB: H31 743 71-55-6 100 L Trichloroethane (1,1,1-) [74-100%] IR, OHM 400.0000 Gins . 0.0000 Gins' - '0.0000 Gins N , ,N - 502 • ' [NB: H31, 744 .71-55-6 , - 100 L Trichioroethane (1,1,1-) [747100%] IL OHM . 250.0000 Gins 0.0000 Gins - ' 0.0000 Gins, N N - 503-CP I '[NB: 1131 '. ' - ' . " ' ' S - ' ' . -. ' :, '' '•• ' - - 745 71-55-6 100 L Trichioroethane (1,1,1-) (74-100%) IR OHM 335 0000 Gins 15.0000 Gins 0.0000 Gins N N CP [HR 113) 746 71-55-6 100 L Trichioroethane (1,1,1-) [74-100%] IL OHM 9.000'0 Gins 35.5313 'Gins ' 0.0000 .Gins ,N N, ,CP&P. [NB: H31 747 71-55-6. 100 -L Trichioroethane (1,1,1-) [74-100%] IL 01111 ' 1.3000 Gins .5000'' Gins - , .2000 - 'Gins Y - , N ', ENGR - - [NB: 1131 748 71-55-6 100 L Tr.chioroethane (1 1 1 ) [74-100%] IR OHM 50A000 Gins 5.0 1 000 Gins 0 0000 Gins N N GS ' [NB: 1131 Hazardous Materials & Occupancy Classification Analysis -' Eriksen-RattanAssociates Inc. 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS, LISTING SITE: Page 45 Item# CAS U Conc% State Name HazCiass Stge Units UC Units. UO Units Cabs >l5Psi Loc - 749 71-55-6 100 L Trichioroethane (1,1,1-) [74-100%) IR 01411 65.0006 Gins 0.0000 Gins 0.0000 Gins N N GS (HR H3] 750 71-55-6 100 L Trchioroethane (1,1,1-) [74-100%] IR OHH 0858 Gins 0330 Gins 0130 Gins Y N QA (HR: H31 751 71-55-6 100 L Trichloroethane (1,1,1-) [74-100%] IR, OHH .3969 Gins .1000 Gins 0.0000 GIns N N R&D (HR: H3] 752 79-00-5 100 L Trichioroethane (1,1,2-) (HR H31 CA IR 01411 1437 Gins 0553 Gins 0221 Gins Y N QA 753 115-21-9 100 L Trichloroethyisiiane FL1S, TX, ST3 .2500 Gins .0900 Gins .0300 Gins N N R&D (Ethyltrichiorosilane] (HR: H3 F31 754 98-13-5 100 L Trichiorophenyisilane CR TX ST3 7158 Gins 2753 Gins 1101 Gins N N R&D [Phenyltrichiorosiiane] (HR: 143 -. COR] -- 755 96718-4 100 5 Trichioropropane (1,2,3-) (HR: F2 FS, IR, TX .1431 Lbs .0550 Lbs .0220 Lbs Y N QA -1431 756 10025-78-2 100 L Trichiorosiiane (mw: 135.45] (HR: CR, FL1A, .1073 Gins .0413 Gins .0165 Gins N N R&D 143 F3 R2 W2 COR) UR2, WR2 757 75-94-5 100 L Trichiorovinyisiiane (HR: F3 143 CR, FL1B .0286 Gins .0110 Gins 0.0000 Gins Y N R&D - COR] --- - - -- 758 102-71-6 100 S Trxethanoiamine (HR 1431 IR OHH 1437 Lbs 0553 Lbs 0221 Lbs N N QA 759 998-30-1 100 L Triethoxysiiane (HR: 144 F31 FL1B, HT, ST3 .0036 Gins .0014 Gins .0006 Gins Y N QA 760 998-30-1 100 L Triethoxysiiane [HR: H4 F31 FL1B, NT, ST3 .1000 Gins .0300 Gins 0.0000 Gins Y N R&D 761 122-51-0 100 L Triethyi Orthoformate [HR H2 F31 FL1C IR 0171 Gins 0066 Gins 0026 Gins Y N QA 762 78-40-0 100 L Triethyi Phosphate [HR 142 Fl] CL3B IR 5.0000 Gins 0.0000 Gins 0.0000 Gins N N 503-RD 763 78-40-0 100 L Triethyl Phosphate (HR: 142 Fl) CL3B, IR 5.0000 Gins 0.0000 Gins - 0.0000 Gins Y N 505-RD 764 78-40-0 100 L Trethyi Phosphate (HR 142 Fl] CL3B IR 1.3000 Gins 5000 Gins 0 0000 Gins Y N R&DE 765 122-52-1 100 L Triethyi Phosphite [HR: H3 P21 CL2, IR, OHH 5.0000 Gins 0.0000 Gins 0.0000 Gins Y N 505-RD 766 122-52-1 100 L Triethyi Phosphite (HR: H3 F2] CL2, IR, OHH .0428 Gins .0164 Gins .0065 Gins Y N QA 767 122-52-1 100 L Triethyi Phosphite [HR: 143 F21 CL2, IR, OHH 1.3000 Gins .5000 Gins 0.0000 Gins Y N R&DE 768 121-44-8 100 L Triethyiamine [Diethylaminoethane] CR, FL1B, TX .0858 Gins .0330 Gins- .0132 Gins Y N R&D [HR: 143F3 COR] - - 769 150-46-9 100 L Triethyiborate [HR: F3 142] FL1B, IR 100.0000 Gins 0.0000 Gins 0.0000 Gins N N 503-CP 770 150-46-9 100 L Triethyiborate (HR: F3 H21 FL1B, IR 10.0000 Gins 0.0000 Gins 0.0000 Gins N - N 503-RD Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc. 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING SITE: Page 46 Itemft CAS # Conc% State Name HazCiass Stge Units UC Units UO Units Cabs >15Psi Loc 771 150-46-9 100 L Triethylborate (HR F3 H2] FL1B IR 30.0000 Gins 0.10000 Gins 0.0000 Gins Y N 505 RD 772 150-46-9 100 L Triethylborate [HR F3 H2] FL1B IR 0171 Gins 0066 Gins 0026 Gins '1 N QA 773 150-46-9, 100 L Triethylborate (HR F3 H2) FL1B IR 3.2500 Gins 1.2500 Gins 0.0000 Gins Y N R&DE 774 994-30-9 100 L Triethyichiorosiiane (TESCI] CR, FL1B, .0286 Gins .0110 Gins .0044 Gins N N R&D (Chiorotriethyisiiane) [HR: H3F3 OHM, WRi Ri COR WRiI 775 7179-27-3 100 L Triethyihexahydro 1 3 5 Triazine IR TX 1717 Gins 0660 Gins 0264 Gins N N R&D (1-,3,5-) (HR H31 776 617-86-7 100 L Triethyisiiane (HR F3 H21 FL1B IR 0859 Gins 0330 Gins 0132 Gins N N R&D 777 753-90-2 100 L Trifluoroethyiamine (2,2,2-) (HR FL1A IR 0215 Gins 0083 Gins 0033 Gins Y N R&D F4 H21 - 778 1493-13-6 iOO L Trifiuoromethanesuifonic Acid [HR CR 0143 Gins 0055 Gins 0022 Gins Y N R&D H3 COR) 779 592-09-6 100 L Trifiuoropropyitrichiorosiiane CR FLiA 0358 Gins 0138 Gins 0055 Gins N N R&D (3,3,3-) (HR H3 F3 R2 COR WR2I UR2 WR2 780 16842-00-5 ioo L Trxmethyiamineaiane (HR H3 F3 Ri CR FLiB 0215 Gins 0083 Gins 0.0000 Gins Y N R&D COR WRi] OHH WR1 781 121-43-7 100 L Trimethyiborate [HR H3 F3] FL1B IR TX 2 7000 Gins 0.0000 Gins 0 0000 Gins N N 330 782 121a-43-7 100 L Trimethyiborate [HR H3 F31 FLiB IR TX 15.0000 Gins 0.0000 Gins 0.0000 Gins N N 502 783 1211-43-7 100 L Trimethyiborate (HR H3 F31 FL1B IR TX 50.0000 Gins 0.0000 Gins .0 .0000 Gins N N 503 CP 784 121-43-7 100 L Trimethyiborate (HR H3 P3] FL1B IR TX 40.0000 Gins .5 .0000 Gins .0.0000' Gins N N CP 785 121-43-7 100 L Trimethyiborate (HR H3 F31 FLiB IR TX 0.0000 Gins 1928 Gins 0.0000 Gins N N CP&P 786 121-43-7 100 L Trimethyiborate (HR H3 F31 FLiB IR TX 2.0000 Gins 0.0000- Gins 0..0000, Gins N N GS 787 121-43-7 ioo L Trimet}yiborate (HR: H3 F31 FLiB, IR, TX .0598 Gins .0230 Gins .0091 Gins Y N QA 788 75-77-4' 100 L Trimethyichiorosliane CA CR 3.1700 Gins 0 0000 Gins '0.0000 Gins N N 503 RD [Chiorotrimethyisxiane] (HR H3 Fl FLiB WR2 W2] ST3 789 75-77-4 100 L Trimethyichiorosliane CA CR 1818 Gins 0701 Gins 0016 Gins Y N R&D (Chiorotrimethyisiiane] [HR H3 Fl FLiB WR2 W2) ST3 790 149-73-5 100 L Trimethyiorthoformate (HR H3 F31 FLiB IR OHM 1717 Gins 0660 Gins 1. 0264 Gins Y N R&D 791 540-84-1 100 L Trimethyipentane (2,2,4-) FLiB IR 0858 Gins 0330 Gins 0132 Gins Y N QA (Isooctane) - - (Isobutyitrimethyiethane] (HR H2 F3) : Hazardous Materials & Occupancy Ciassification Analysis - Eriksen-Rattan. Associates Inc. 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING Itern# CAS U Conc% State Name HazCiass 792 512-56-1 100 L Trimethyiphosphate ERR: 1131 CA,. IR, OHH 793 512-56-1 100 L Trimethyiphosphate ERR: 1131 CA, IR,'OHH 794 512-56-1 100 L Trimethyiphosphate (HR: 113] CA, IR, 01111 795 121-45-9 100 L . Trimethyiphosphite ERR: 112 F31 FL1C, IR 796 121-45-9 100 L Trimethyiphosphite ERR: 112 F31 FL1C, IR 797 121-45-9 100 L Trimethyiphosphite [HE: 112 F31 FL1C, IR - 798 121-45-9 100 L Trimethyiphosphite ERR: H2 F31 FL1C, IR 799 993-07-7 100 L Trimethyisilane [BR: 113 F3] FL1B, IR, OHH 800 '13257-81-3 100 S Trimethylsiioxy-3-Penten-2-one (4- IR ERR: 112) 801 1066-54-2 100 L Trimethyisilyl Acetylene [HE: F3 FL1C, IR 112] 802 17882-06-3 100 L Trimethylsilyl Benzenesulfonate FL1B1 IR [BR: F3 1121. 803 6224-91-5 100 L Trimethylsilyi-1-Propyne (1-) ERR: FL1B, IR F3112] 804 1822-00-0 100 L Trimethylsiiylmethyiiithium ERR: FL1C, IR F3112) -' 805 1066-45-1 100 S Trimethyitin Chloride ERR: 1141 HT, ST3 806 341-02-6 100 S Triphenyicarbenium CA Tetrafluoroborate [Trityl Fiuoroborate] ERR: 113 CORI 807 1516-80-9 100 L Triphenylethoxysilane ERR: 113 F3 . FL1B, IR, Ri WR1] . TX, WR1 808 76-86-8 100 S Triphenyisilyl Chloride ERR 113 CR COR] 809 15243-33-1 100 S Triruthenium Dodecacarbonyl IR [Ruthenium Carbonyl] ERR: H21 810 7439-80-6 100 S Tris(l-Phenyl-1,3- IR, 01111, UR1 Butanedionato)Eisen ERR: H3 RI) 811 77-86-1 100 . S Tris(llydroxymethyi)Aaninomethañe E2- IR Anuino-2- (Hydroxymethyi) -1,3- Prbpanediol] ETris] ETromethane] IRR: 1121 SITE: Page 47 Stge Units UC Units UO Units Cabs >15Psi' Loc 5.0000, Gins 0.0000. Gins 0.0000 Gins N . N °- 503-RD 5.0000 Gins 0.0000 Gins . 0.0000 Gins Y ' N 505-RD 1.3000 Gins .5000 Gins ' 0.0000 Gins Y' N ' R&DE 20:0000 Gins 0.0000 Gins 0.0000 Gins , N ' N 503-CF 20.0000 Gins 0.0000 'Gins .0.0000 Gins N 'N 503-RD 55.0000 Gins , 0.0000 , Gins 0.0000 Gins Y N .505-RD 3.0000 Gins 2.0000 Gins , '- 2.0000 Gins . - N . R&DE .0143 Gins .0055 Gins ' .0022 Gins ' N N R&D .1431 Lbs .0550 Lbs .0220 Lbs Y 'N R&D .0036 Gins .0014 Gins .0006 Gins Y N R&D .0003 Gins .0001 Gins .0001 Gins N N R&D .0072 Gins .0027 Gins '.0011 Gins Y - N R&D .0900 Gins .0400 ' Gins ' .0150 Gins Y N R&D .1431 Lbs .0550 Lbs 0.0000' Lbs - 'Y N R&D. .0357 Lbs .0137 Lbs .0055 Lbs N N R&D, 0143 Gins . .0055 Gins .2862 Lbs .0100 Lbs .0071 Lbs 0027 Lbs .1502 Lbs 0577 Lbs 7158 Lbs 2753 Lbs .0022 Gins ' N N - R&D 0.0000 Lbs ' Y N R&D .0011 Lbs - N N R&D .0131 Lbs - N - N QA .1101 Lbs N N QA- 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING V . SITE: Page 48 Item# CAS # Conc% State Name HazClass Stge Units UC Units - UO Units Cabs >iSPsi Loc 812 1873-77-4 100 L Tris(Trimethylsiiyi)Siiane (14k: P2 CL2, IR .0001 Gins .0001 Gins 0001 Gins N N R&D 142) V V 813 14694-95-2 ioo S Tris(Triphenyiphosphine)Rhodium(I) 1k .0071 Lbs .0027 Lbs .0011 Lbs N N R&D V Chloride (HR: 1421 V V V V V 814 10101-89-0 100 S Trisodium Phosphate, Tribasic CR, OHH V .7158 Lbs .2753 Lbs V .1101 Lbs N N V QA Dodecahydrate (14k: H3 COR) V V V 815 V 9002-93-1 100 L Triton X-iOo V V CL3B, 1k V .0858 Gins .0330 Gins .0132 Gins N N QA (Octyiphenoxypoiyethanoi] V V V V V (Octoxynoi 401 (RR: 142 Fl) V V 816 .7440_337**. 2 L Tungsten Atomic Absorption CR, TX V .0171 Gins .0066 Gins .0026 Gins N N QA V Standard Solution (in Hydrofluoric V V Acid or Potassium Hydroxide) 114k: V 143 COR] 817 14040-11-0 100 S Tungsten 14exacarbonyi (14R: 1421 V 1k .2862 Lbs .1100 Lbs .0440 Lbs V N N R&D 818 00-01-142 100 L Tungsten Hexafluoride (14R: 143 P3 CR, FLiB. .2862 Gins .1100 Gins .0440 Gins N N V V R&D COR WRi) - V TX, WRi V V V V V 819 821-95-4 100 L Undecene (1-) (14k: H2 P2) CL3A, IR .0143 Gins .0055 Gins .0022 Gins V V N R&D V 820- V7440..61..1** V L Uranium Atomic Absorption Standard -CR, TX - .0858 Gins V .0330 Gins V .0132 Gins. V N VN QA V V Solution (in Nitric Acid) (14k: 143 V V V V V V V COR) V V V V V V V V V 821 V 57-13-6 100 S Urea (HR: H21 1k .1431 Lbs .0550 Lbs .0220 Lbs N N QA 822 N-43 100 L Vacuum Punp Oil (HR: -143 P21 CL3A, 1k, 01414 . 0.0000 Gins 0.0000 Gins 1..0100 Gins V N N 103 V 823 14-43 V 100 L Vacuum Pump Oil (14k: 143 F2] V CL3A, IR, 01414 0.0000 Gins 0.0000 Gins .1000 Gins N N 103 V 824 N-43 100 L Vacuum Pump Oil (HR: H3 F23 CL3A, 1k, OHH . 0.0000 Gins . 0.0000 Gins V 1.0000 Gins N N. V V 106 825 N-43 100 L Vacuum Pump Oil (14k: 143 F2) CL3A, IR, 0H14 50.0000 Gins 5.0000 Gins . 00000 Gins N NV GS 826 N-43 100 L Vacuum Pump Oil (14k: 143F2) CL3A, 1k, 01414 V .8585 Gins .3302 Gins .1320 Gins V N QA 827 V 7440_622** 5 L Vanadium Atomic Absorption V CR, TX . . 0858 Gins .0330 Gins. .0132- V Gins N N V QA Standard Solution (in Hydrochloric - V V V V V Acid) (14k: H3 COR) 828 7440_62_2* 5 - L Vanadium ICP/DCP Standard Solution CR, TX V .1717 Gins . .0660 Gins . .0264 - Gins N - N QA [in Nitric Acid] (14k: H3 COR) V - 829 00-01-147 100 L Varnish [52%Xylene/1330-20-7, 36% .FLlC, 1k, 01414 VV 0.0000 Gins 0.0000 Gins .1000 Gins . N N 106 Iron Oxide/8011-97-0, 2% Alkyd V V Resin/68459-31-41 [14k: 143 F31 Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan A28ociates Inc. - - - - - - - - - - - - - - a - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS.LISTING . . SITE: Page 49 Item# CAS U . Conc% State Name HazClass - Stge Units U Units UO Units Cabs >15Psi ;Loc 830 00-01-147 100 L Varnish [52% Xylene/1330-20-7,. 36% FL1C, IR, OHH, 0.0000 Gins 0.0000 Gins . 4.1250 .Gins N N 114. Iron Oxide/8011-97-0,,-2%- Alkyd Resin/68459-31-41 (ER: 113 F31 - - - 831 00-01-147 100 L Varnish [52% Xylene/1330-20-7, 36% FL1C, IR, OHH ..3.9000 Gins 0.0000 Gins .1000 Gins . Y N 403 - . . Iron Oxide/8011-97-0, 2% Alkyd Resin/68459-31-41 [ER: H3 F31 . 832 1318-00-9 100 S Vermiculite (ER: None) - NH ' 0.0000 Lbs 0.0000 Lbs 300.0000 Lbs N N 106 833 18292-29-0 . 100 L -Vinydiethylmethylsilane (HP: 143 P3 FLiB, IR,, .0036 Gins . 0014 Gins . :0006 Gins N N R&D - - Ri WR1] - TX, WR1 834 1826-67-1 100 L Vinyl Magnesium Bromide [ER: F3H21 FL1C, IR .2600 Gins .1000 Gins .0400 Gins Y N R&D 835 1719-58-0 100 L Vinyldimethyichiorosilane (ER: 143 CR, FL1B, .0286 Gins .0110 Gins .0044 Gins Y N R&D F3 'COR WR2I OHH, WR2 836 75-3574, ioo L Vinylidene Chloride [HP: 113 F4 P2 CA, FL1A, .0286 Gins , .0110 Gins .0044 Gins Y N QA W21 IR, OHH; WR2 -837 Mix-372 100 A WD-40 [50,% Aliphatic Petroleum AL2, IR 0.0000 Lbs 0.0000 Lbs 2.0000 Lbs N N 103 , 25W Distillate/8052-41-3, A70 Hydrocarbon Propellant/68416-85-7, 15% Petroleum Oil/64742-65-01-,20% - . * . -- • - . , . - Corosion Inhibitor/Wetting' 838 7732-18-5 100 L Water ' - 'NH 0.0000 Gins - 0.0000 ,Gins - . .2.5090. Gins N N 114 839 7732-18-5 100 L Water - •. - NH .0342, Gins .0132' Gins .0052 Gins N , N QA 840 1330:207'. - 100 L 'Xyiene (Xylor] [Methyl Toluene] : FL1C, IR, .01411 0858 ,Gins .0330 Gins .0132 Gins - - Y N QAt - -" ' •, [Violet 31 (Aromatic Hydrocarbon) . ' : - - ' '-'• . . -. . . . - . . . (HP: .113 F31 841 23363-14-6 ' 100 S Yittrium (III) Acetate Hydrate - - IR .0357 Lbs •. .0137 Lbs 0055 Lbs 'N N R&D • -. - (III) (HP: 1121 842 . 15554-47-9 100 . S Yittrium Acetylacetonate [HP: H3 CR, WRi ' .0071 Lbs .0027 Lbs .0011 Lbs N N R&D • . - RlWRi] , . ..•' . '. ' . . . - 843 7440655* 3 L - Yttrium ICP/DCP Standard Solution ' . CR, TX - .1717. Gins .0660 - Gins .0264 Gins 'N.. N. QA [in Nitric Acid] [ER H3 COP] 844 7440_66_6* 2 L Zinc ICP/DCPStandardSolution [in CR, OXi . . .0943 Gins .0363' - Gins ' : ' .0145 Gins N N QA Nitric Acid] [ER: 113 OX1 COP) ,-.- Hazardous Materials & Occupancy Classification Analysis - Eriksen-Rattan Associates Inc.' - - - - - - - - - - - - - - - - - - 8/26/93 SCHUMACHER - 1969 Palomar Oaks Way, Carlsbad 92009 - SITE CONTENTS LISTING 0 : SITE: Page 50 Item# CAS # Conc% State Name HazClass Stge Units UC Units UO Units Cabs >15Psi Loc 845 7446-20-0 100. S Zinc Sulfate Heptahydrate (HR: H31 IR, 01111 .7158 Lbs .2753 Lbs .1101 Lbs N N QA 846 7440-66-6 100 S Zinc (Powder] [HR 112 F2 Ri WR1] FS IR WRi 7158 Lbs 3854 Lbs 0.0000 Lbs N N QA 847 7440-66 6 100 S Zinc (Powder] (HR 112 F2 Ri WR11 FS IR WR1 3579 Lbs 1376 Lbs 0550 Lbs N N R&D 848 7440_67_7** 2 L Zirconium Atomic Absorption CR, TX .0171 Gins .0066 Gins .0026 Gins N N QA Standard Solution [in Hydrogen • 0 0 Fluoride] [HR: 113 COR] • •• 0 0 0 0 • 849 7440-6-i-7* 4 L Zirconium ICP/DCP Standard CR TX 1717 Gins 0660 Gins 0264 Gins N N QA 0 Solution [in Hydrogen Chloride] • 0 0 - 0 00 0 • 0 0 0 • • 0 0 0 0 0 0 0 • 0 • [HE: 113 COR] 0 0 -. • 0 0 0 0 • 0 0 • 0 0 Hazardous Materials & Occupancy Classification Anaiyis - Eriksen-Rattan Associates Inc. HAZARDOUS MATERIALS ABBREVIATIONS A = Aerosol HAZ CLASS = Hazard ST3 = Sara Title Ill ALl = Aerosol Level 1 Classification RQ = Reportable Qty AL2 = Aerosol Level 2 - TPQ = Threshold Planning Qty . AU = Aerosol Level 3 HR ,*= Hazard Ranking [UFC 79-3] I H Health rTX = Toxic C = Cryogenic F =Flammabihty R = Reactivity Up = Use-Closed System I CA = Carcinogen HT = Highly Toxic UO = Use- Open System CABS = Approved Storage Cabinets ( V I IR = Irritant:'!"' UNITS = Quantity Measurements CAS# = Cu = Curies Chemical Abstract Service L = Liquid Cf = Cubic Feet I Merck Gins = Gallons Aldrich LG = Liquefied Gas Lbs = Pounds Sigma,-.. McC = Micorcuries RTECS LOC = Lbcation/Control Area MIC = Millicuries V I Other 4 Mix = Mixture NAME = Chemical/Product Name UR = Unstable Reactive N = -None/Not Applicable. -. .' UR1 Unstable- React 1 NH =.'N cn Hazardous UR2 = Unstable React 2 CD = Combustible Dust UR3D = Unstable React 3-Det OHH = Other Health Hazard UR3N = Unstable React 3 Nondet I . • CG = Compressed Gas . --. UR4= Unstable React 4 OP = Organic Peroxide CL = Cdmbustibie Liquid : OP1= Org Perox I, WR = Water Reactive .. I - CL2= Combust Liq ll .-.OP2= Org Perox ll WR1 = Water React 1 CL3A = Combust Liq III -A 0P3 = Org Perox III WR2 = Water React 2 CL3B = Combust Liq III -B_ 0P4 Org Perox IV WR3 = Water React 3 = Org Perox Unclass Det * I OPUD CONC % = Concentration >15P51 = Pressurized Flam Liq OX = Oxidizer >15 PSI = Corrosive OX1 --"Oxidizer 1 I CR V OX2 = Oxidizer 2 CRY = Cryogenic 0X3 = Oxidizer 3 1 * CRYF = Cryogenic Flammable OX4 = Oxidizer 4 I ' CRYO = Cryogenic Oxidizing V V - •. PY = Pyróphoric . EX= Explosive - R = Radioactive V FG = Flammable Gas RAD = Radioactive FGL = Flammable Gas Liquefied S=Solid FL = FImmable Liquid V 'FL1 A = FLam Liq I-A 1 -. - SN = Sensitizer - FL1 B = .FLam Liq 1-13,- - • •- . .••, I FL1 C = Flam Liq I C STATE .= Physical Material State FS =--Flámrnable Solid STGE = Storage G = Gas V 1 I SCHUMACHERENGINEERING: 1969 Palomar Oaks Way Carlsbad, CA 92009 I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS - .-- - ...-' • . . •• • - I - FINAL -TECHNICALREPORT - U - I . ,SUMMARY &'REQUIREMENTS • - .-. $ - - -. . - . ;••. :. 4$ ' • I . -, .'- . . . ' S 4 - ..• . 4-4 - - . 24Augüst 1993 •. -• ,.X. : : I Prepared By U . , ., •$$ ERIKSEN-RATTAN ASSOCIATES -INC. I . 8989 Rio San Diego Drive -. Suite 200 • . San Diego' CA 92108-1648 . . •- . Telephone (619)299-6444. . , .4. ••. • • FAX (619)299-1229 4 I - SCHUMACHER ENGINEERING: 1969 Paloniar Oaks Way Carlsbad, CA 92009 . I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS I - I I . SUMMARY & REQUIREMENTS. 4 - TABLE OF CONTENTS SECTION SUBJECT PAGE - I . 1.0 .. 'OveMew -. -. 1-5 2.0 Project Information . . 6-8 3.0 . Occupancy Classifications 9-14 - '4.0. Control Area Requirements 15 S. 5.0- Group H Division 3/7 Occupancy Requirements ..167-22 6.0 Group H Division 6 Occupancy Requirements 23-31 TO: Exterior Storage Requirements 32-35- 8.0 General Requirements 36-43 ', APPENDICES' 1 - 1994 Uniform. Fire COde Provisions for 'H-6" Occupancies - 2 1991 /1994 Uniform Fire Code Limitations Work Stations I - 4 • . .5 * .. I , NOTE: SEPARATE REPORTS FOR THE FOLLOWING: B1/CA1.1 . Building 1/Control Area'l ,- Existing Equipment Engineering [103], Equipment I . •.. Manufacturing [1061, .Field Service[114] B1/CA1 .2 Building 1/Control Area *2 - Existing Woodworking [404] 5- . B1/FA1 .1 - Building 1/H-6 Fab Area 1 - ExistingGlass Shop [319, 324, 325, 327. 332. 333, 334] B1/FA1 .2 Building 1/H-6 Fab Area 2 - Existing R&D, Chemical PrOduction [302-317 & 328] I . B1/FA1.3Building 1-/1-1-6 Fab Area 3 :New QA Labs & R&D Expanéion [130, 139, 141] , - B1/S1.1 Building 1/St6rage Room 501 - Existing Chemical Produótion Storage B1'/S1.2 . Building 1/Storage Room 502- Existing Glass5ShopStorage - I BI/S1 .3 Building 1/Storage Room 503 Existing Chemical Production/R&D Storage B2/CA2.1 • Building 2/Control Area 1 - Existing Maintenance & Woodworking [401-403] . - B2/FA2.1. ..Building 2/1-1-6 Fab Area 1'- Existing Shipping & Receiving [330] . .; I , B2/FA2.2 - BUilding 2/H-6 Fab Area 2- New Chemical Production [329] and Chemical Prbduction & . . R&D Storage [505] '.. S • . • . ES Existing ExteriorStoráge - Flammable Gas Bunker, Hydrogen Gas Bunker, Inert Gasp Bunker, Oxygen Gas Bunker, Pad Storage : - '5- I Site Site Contents Listing All Areas Site Sara' . Site Sara Title Ill EHS Materials,- All Area's • -. . - & •.5 . 5* - - - • .. - 4 5 • . 4 4 - ,• • • . -. '. - - I SCHUMACHER ENGINEERING 1969 Palomar Oaks Way -,Carlsbad, CA 92009 I HAZARDOUS MATERIALS& OCCUPANCY CLASSIFICATION ANALYSIS • SUMMARY & REQUIREMENTS I 1.0-. OVERVIEW This Final Technical Report has been prepared at the request of Schumacher Engineering The report corresponds 'to the proposed tenant improvements at Schumacher Engineerin's existing facility located at 1969 Palomar Oaks Way in the City of Carlsbad. The proposed tenant improvements involve two [2] new Group H, Division 6 Occupancy Fabrication Areas [Building 1 rooms 130, 139, 141; Building 2 rooms - I 329, 505] related non-hazardous occupancy modifications and exiting system improvements. in'bth Building land Building 2. . The report addresses hazardous materials storage, use and handling for the entire .facility, and I following includes both the proposed new operations as well as existing conditions. The report focuses on the issties with respect to hazardous materials: : A. Occupancy classification for both existing and new V operations. I ;. V B. Applicable Uniform Building Code and Uniform Fire Code requirements. V •, V I Based on discussions with the City of Carlsbad Fire Department the report addresses hazardous materials -definitions, descriptions, exempt amounts, quantity limitations, occupancy classifications V V I and applicable requirements that will appear in the 1994 edition of the Uniform Fire Code and Uniform Building Code [NOTE Code sections referenced are based on changes already approved the 1994 editions based on existing Code organization and numbering. Becausethe 1994 editions I for are to be reorganized, reformatted and numbered, Code section references will most likely not V V V coincide with the proposed 'new' organization/numbering system.] I .V V • - 4-. -V I V V Eriksen Rattan Associates Inc I .Summary & Requirements/Final Technical Report/8-i4-93/Page 1 of 43 V •IV V4V - - - V V • V - - VV 'I. .. ....' 3., SCHUMACHER ENGINEERING: 1969'Palomar.Oaks Way Carlsbad, CA 92009. . HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS The report reviews "existing" occupancy cIassications based on the 1985 Codes for "existing" I .. - operations and either, designates appropriate "current" occupancy classifications or indicates the appropriateness of "existing" classifications based on the 1991 & 1994 Codes. For the purpose of - I this report, "current Code" refers tà the 1991/1994 editions of the Uniform Building C6de 1UBcJ and Uniform Fire Code fUFJ "past Code" refers to the 1985 editions. Unless otherwise indicated, Code sections referenced in this report are from the 1991/1994 editions. I - 3 - a- - • .. The report is divided into fifteen [15] separately bound reports as 'identified below. The appropriate occupancy classification for each building area is also noted. ' Section Contents A Summary & Requirements 131/CA1;1 B'uilding 1/Control Area 1 -- Existin6 Equipment'.Engineering [103], - Equipment Manufacturing '[ 106], Field Service [114] -• [Occupancy: Group B, Division 2 01(1 . . I . B i/CAl .2 Building 1/Control Area 2 - Existing Woodworking [404] [Occupancy: • Group B, Division 2 -- Redesignate existing "1-14" classification to "B-2"] 131/FA1.1 Building .1/H-6 Fab Area 1 - Existing Glass Shop [319, 324, 325, 327. 332. 333,334] . [Occupancy: Group H, Division 6 OK] .. . . Bi/FA1 .2 Building 1/H-6 Fab Area 2- Existing R&D, Chemical Production [302-317 & [Occupancy:' Group H, Division 6 OK] B1/FA1 .3 Building 1/1-1-6 Fab Area 3- New QA Labs & R&D Expansion [130, .139, 141] [Occupancy: Group H, DMsion 6 OK] - B1/S1.1 Building i/Storage Room 501 - Existing Chemical Production Storage [Occupancy: Group H, Division 3 & 7 -- Redesignate existing "H-1- classification to "1-1-3/1-1-7'] 131 /S1.2 Building 1/Storage Room 502 - Existing Glass Shop Storage [Occupancy: Group H, Division 3 & 7 -- Redesignate existing "H-i" I - classification to "H-3/1-1-7"] .. - Bi /Si .3 Buildihg ,1/Stomge Room 503 - Existing Chemical Production/R&D Storage [Occupancy: Group H, Division 3 & 7 -- Redesignate existing "H-i" - . . classification to "H-3/1-1-7"] . Eriksen-Rattan Associates Inc. I Summary & Requirements/Final Technical Report/8-24-93/Page 2 of 43, - I , I SCHUMACHER ENGINEERING: 1969 P610mai Oaks Way - Carlsbad, CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS - ..,. Séctioñ•.- Contents r I .. B2/CA2.1. Building 2/Control Area 1 - Existing Maintenance & Woodworking [401-403] [Occupancy: Group B, Division 2 -- Redesignate existing H-3 classification to "B-2"] I 132/FA2.1 Building 2/1-1-6 Fab Area 1 - Existing Shipping & Receiving [330] [Occupancy Group H, Division 6 OK] I B2/FA2.2 Building 2/1-1-è Fab Area 2 - New Chemical Production [329] and Chemical Production & R&D Storage [505] [Occupancy: Goup H, Division 6 OK] I S - ES Existing Exterior Storage - Flammable Gas Bunker, Hydrogen Gas Bunke, Inert Gas Bunker, Oxygen Gas Bunker, Pad Storage I - [Occupancy: Not Applicable] .• . , • Site Site Contents Listing - All Areas Site Sara Site Sara Title Ill EHS Material - All Areas Section A summarizes' the findings and requirements associated with the hazardous materials analyses I presented in the remaining sections. Section A is divided into nine [9] sections with two [2] appendices as follows: I. 1.0 Overview .. I . :2.0 Project Information . - . • • .. 3.0 Occupancy Classifications I .. 4.0 5.0 . Control Area Requirements .. -. . . . Group H, Division 3/7 Occupancy Requirements 6.0 roup H, Division 6 Occupancy Requirements 7.0 Exterior Storage Requirements 8.0 General Requiremeits - - Appendix 1 1994 UFC Section 51.105(c) and Table 51 .105A Appendix 2 'UFC Table 51.106-A I . - . - •: -:. •... . -• I. I -. •• • - Eriksen-Rattan Associates Inc. • - .. • Summary & Requirements/Final Technical Report/8-24-93/Page3 of 43 . -• •, I 4 4 4 _____________________________________________________ -• i - SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way - Carlsbad, CA 92009 . - - _ - 1 4 . HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS - - . •0- The 81, B2 and "ES" reports contain the hazardous materials, exempt amounts and allowable amounts I analyses for indoor and outdoor area based on applicable Code provisions and requirements These reports are each divided into three [3] subsections as follows I -11,UBC Tables 9A/9B & UFC 51 Summary & Overview. Contents Listing - by Location & Materials Name -3 Contents Listing by Hazard Classification & Material State The "Site" report lists all materials for the site.- 7 . - The "Site Sara" repbrt'lists the Sara Title Ill Extremely Hazardous Substances [EHS materials] for the I site - - : : . , •• . I Definitions for hazardous materials classification abbreviations are provided as an Appendix at the end - of the 'Bi", "132", 'ES", "Site" and "Site Sara" reports. - p • I I Information contained in the report relative to the types amounts locations and use of hazardous materials has been provided to the report preparer by Schumacher Engineering.,.,,Discrepancies ?en I such'infornation contained in this report and actual field conditions is the sole responsibility of, Schumacher Engineering. - r - • 4 • --i--' - -t - •- - 1 Questions regarding Schumacher Engineering's operations should be directed to: - I Schumacher Engineering • - Pete,Schutz - Facilities Manager . • 1969 Palomar Oaks Way Carlsbad, California 92009 -. - -. • I.Telephone (619)931-2020 p . • '- • FAX (619)931-7819. I Questions regarding architectural plans related to this report should be directed to ; McGraw-Baldwin Architects • - I Bill Pridgen 701 "B" Street - Suite 440 • - - - . • - San Diego, California 92101-8101 . Telephone (619)231-0751 • - - - I FAX (619)231-4396 Eriksen Rattan Associates Inc I Summary & Requirements/Final Technical Report/8 24-93/Page44 of 43 - - -lt_• --• -p -.•- • • - • -- p- -- - '- -' - -- -• I' p 4- -p 'p -• -4 I .4 SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way -Carlsbad, CA'92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS I U Questions regarding this report should be directed to I Eriksen-Rattan Associates Inc. : Mary Eriksen-Rattan. 8989 Rio San Diego Drive- Suite 290 I - San Diego, California 92108-1648 Telephone (619)299-6444 • -. - FAX (619)299-1229 . • - - .1 + S • -• .- - • -: .+ I J- '- - .5 --- . ' • . -• I - - - I i Eriksen Rattan Associates Inc - I s/Fi Summary & Requirementnal Technical Report/8 24 93/Page 5 of 43 IJ I -.-- 'I- - H. I .: SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way - Carlsbad, CA 920,09 I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS '-I : 2.0 PROJECT INFORMATION I -a • - Schumacher Engineering's operations are located at 1969 Palomar Oaks Way in theCity of Carlsbad. The I . building is a 1- and 2-story, Type V-N, fuIIysprinklered building having a total floor area of • 63,500 feet floor feet; 2nd floor approximately square [1st + /-55,420 square = + 1-8,080 square feet]. The building was built as a Group H, Division 6 Occupanày building, with accessory use and storage : areas classified as Group B, Division 2 and Group H,' Division 1 Occupancies. Production, I quality' assurance, packaging, engineering research. and development, shipping: and receiving,, • F - maintenance,' hazardous materials storage and ancillary functions are located. on the first floor. • U Administrative and technical suppohfunctionsare located'on both the lst.and 2nd floors. 5- •, , -- r I . S - The majorityr of hazardous materials operations inide the building -involve production, quality assurance; packaging, research and development and shipping and receiving. Schumacher Engineering has stated that nearly all operatiori's involving the use of hazardous materials are "use-closed system" I • functions -- materials either used inside exhausted fume hood enclosures or inside closed distillatiOn processes and equipment. . . I : -.•.- ,• •1. - The building is technically divided into two [2] separate buildings by a 2-hour area separation wall. I The two [2] buildings are 'ièferred to in this report as Building 1 and Building 2' Building 1 is basically lully occupied", whereas "Building 2" includes areas indicated on the McGraw-Baldwin I architectural drawings as "Future Improvements". At the present time, the nature of the "Future In'provements" is not known. However, a "best guess" by Schumacher Engineering is that at least part of the "FutureImprovements" area immediately adjacent to the existing "H-6" Shipping & Receiving area will become 'H6",-with the balance of the "Future Improvements" areas becoming "B-2" offiôes or. • ancillary areas.: - G - - I - ' • • ' " - • I 1 - - Eriksn-Rattan Assoiates Inc. • .. •• . -• I Summary & Requirements/Final Technical Report/8-24-93/Page 6 of 43; . • S • • , I S , • •: - '• I SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way - Carlsbad, CA 92009 1 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS I Schumacher Engineering's proposed tenant improvements involve both Buildings 1 and 2 Modifications to , I Buildings 1 and 2 involve two [2] new Group H, Division 6 Fabrication Areas new Group B, Division 2 Offices and new exiting system upgrades. The new 'H-6 Fab Area" in Building 1 is for expansion of existing Quality Assurance and Research & Development operations [rooms 130, 139, 141]. The new' H-6 Fab Area" in Building 2 involves expansion of existing Chemical Production operations and I . Chemical Production and Research &Deve!opment storage [rooms 329 and 505]. . .4. Eleven [11] separate 'hazardous materials" building areas and one [1] "hazardous materials", exterior ,. I area are addressed in this report. Eight [8] of the building areas are located 'in Building 1,' arid three [3] are located in Building 2. The designation and description of each area is indicated below. Also indicated is the occupancy classification for each area based on the hazardous materials analysis ' and applicable 1991 and 1994 Code designations. . . I Building I B1/CA1 .1 Building 1/Control Area 1 - Existing Equipment Engineering [103], Equipment Manufacturing [106], Field Service [114] I . :[Occupancy: Group B, Division 20K] . . - B1/CA1.2 Building 1/Control Area 2- Existing Woodworking [404] . [Occupancy: Group B, Division 2 -- Redesignate existing "H-3" classification to 1 • "13-2"] . B1/FA1.1 Building i/H-6 Fab Area 1 - Existing Glass Shop [319, 324, 325, 327, 332, 333, 334] I [Occupancy: Group H, Division 6 OK] . . . Bi/FA1 .2 Building 1/H-6 Fab Area 2 - Existing R&D, Chemical Production [302-317 & 328] I - . .... [Occupancy: Group H, Division 6 OK] . .. .- B1/FA1.3 Building 1/H-6 Fab Area 3- New QA Labs &R&D Expansion [130, 139,141] -. . [Occupancy: Group H, Division 6 OK]' .. . B1/S1.1 Building 1/Storage Room 501 - Existing Chemical Production Storage' [Occupancy: Group H, Division 3 & 7-- Redesignate existing "H-i classification . to "H-3/1-1-7"] B1,/S1.2 Building 1/Storage Room 502- Existing Glass Shop.Storage I . [Occupancy: Group H, Division 3 & 7 -- Redesignate existing "H-i" classification to "H-3/1-1-7"] ? I 81/S1 .3 - Building 1/Storage Room 503 - Existind Chemical Production/R&D Storage [Occupancy: Group H, Division 3 & 7 -- Redesignate existing 0H-1" classification to,"H-3/H-7"] . . . . . Eriksen Rattan Associates Inc I - Summary & Requirements/Final Technical Report/8-24-93/Page 7 of 43 . • I -' I SCHUMACHER ENGINEERING: 1969 PalomarOaks Way -Carlsbad, CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS - - - - - S Budding 2 B2/CA2.1 Building 2/Control Area 1 - Existing Maintenance & Woodworking [401-4031 , [Occupancy: GroupB, DMsion 2 - Redesignate existing 'H-3" classification to I - B2/FA2.1 Building 2/H-6 Fab Area 1 Existing Shipping & Receiving [330] -" [Occupancy: Group H, Division OK]- S B2/FA2.2 Building 2/1-16 Fab Area 2 New Chemical Production [329] and.Chemical Production : I & R&D Storage [505] . 5 • [Occupancy Group H Division 6-OK] I Existing Exterior. Stoiage [Occupancy: Not Applicable - Outdoor Storage] S ES-i - Flammable Gas Bunker - ES-1 Flammable Gas Bunker -. • I' - ES-2 Hydrogen Gas Bunker S S . ES-3 Inert Gas Bunker - - S -. ES-4 Oxygen' Gas Bunker I 'ES -5 Pad Storage For architectural plans for both existing and new operations, see plans submitted separately by, I . McGraw/Baldwin Architects for•Schumacher Engineering. I I r I I I ..- Eriksen Rattan Associates Inc - I - Summary & Requirements/Final Technical Report/8 24 93/Page 8 of 43 I 5, •,, - 1. I - - -- r'. SCHUMACHER ENGINEERING: i969 Palomar Oaks Wáy-Carlsbad, CA92009 - I . - HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS . 4 I 30 OCCUPANCY CLASSIFICATIONS I - 0 - - . S •. . 4 S -1 •. •45• Occupancy classifications for each of the eleven [11] building areas involving the use storage or handling of hazardous materials indicated below address both "existing" classifications based on the I 1985 Code and classification based on the 1994 Code.,-'The 1994 Code classifications are based on a change that has been approved for the 1994 edition of the Uniform Fire" Code [see I Appendix 1] The change addresies both material hazard classifications not previously regulated as well as revised quantity limits for material hazard classifications currently regulated The change I will replace existing UFC Tables 51.105-A and 51105-B with a new Table 51.105-A. I Group B, Division 2 Occupancy designations are indicathd for-building areas where the use, storae and ,. 0 handling ofphysical or health hazard materials hoes, riot exceed the Exempt Amounts indicated in Uniform Building Code Tables 9-A and 9-B. 1 ' . - . -. - ' --' 1• . . - -. . . •0• . Group H, Division 3 Occupancy designationsw are indicated for building areas where the use, storage I and/or handling of physical hazard mterials"exceed Uniform Building Code Table 9-A Exempt Amounts .- in one or more of the material hazard classifications addressed in Uniform Building Code Setion I 901(a) -I .Group H, Division 7 Occupancy designations are indicated for building areas where the use storage and/or handling of health hazard exceed Uniform, Building Table 9-B Exmpt Amounts in one or more of the material had classifications addressed in Uniform Building Code Section 9011'a,. Group H, Division 6 Fab Area Occupancy deignations are indicated for Fabrication and Research and I Development Areas where the htorae, use and handling of physical and health hazard materials may exceed - -- - . - . - * - Uniform Building Table 9-A and/or Uniform BUilding 'Code Table 9-B Exempt Amounts, but do not I exceed the allowable amounts/densities set forth in the 1994 Uniform Fire Code Table 51105-A when such Exempt Amounts are exceeded The H-6 Fab Area", rea classification with respect to hazardous material I amounts is somewhat different than other H' classifications For example :. • - - 4 - .. - -S. - . - 0 Eriksen Rattan Associates Inc Summary & Requirements/Final Technical Report/8-24-93/Page 9 of 43 - - -• - S. aw '4 I: • . • •._5- . -. S -. .. __,*_e - I — 4 — 4.- .- - - ' — .— - —4 - 4- ----- '- z -- - — — I I :- / ,... SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way -Carlsbad, CA 92009 I - HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS ..1 - I A An "H-6 Fab Area" is always allowed to have up to the - . 'Exempt Amounts" of, hazardous materials indicated in - I Uniform Building Tables 9-A and 9-B B. However, when a material hzrd'category "Exempt Amount' .' is exceeded, the quantity and density limits for that . I . particular material hazard category cnnot exceed the .'' quantity/density limits' set forth in Uniform Fire Code"' I Table 51,105-A. •[See Appendix l.-] Three [3] modifications/alternative approaches tà apIicable Code provisions have been incorporated. , for two [2] H-6 Fab Areas The proposed Code modifications/alternatives require acceptance by the City of Carlsbad Fire Department thru Uniform Fire Code Section 2.30 1(b) The building areas and I modifications/alternatives implemented and requiring acceptance by the City of Carlsbad Fire Department areas follows I A Building 1/FA1 2- Existing H-6Fab Area 2- R&D, Chemical Production [302:317 & 328] * . Uniform Fire Code Table. 80.105-A limits the density of Class I-B & I-C Flammable Liquids and Class II & Ill-A Combustible Liquids as follows . - Combustible Liquids II 0.01 gallons/square foot I .. Combustible Liquids III -A 0 02 gallons/square foot Flammable Liquids 1-13 0.025 gallons/scuare foot I Flammable Liquids I-C 0.025 gallons/square foot Combination 1, II, Ill-A Liquids 0.04 gallons/ square foot'... ...... I Based on a telephone conversation with Mike Smith Fire Marshal City of Carlsbad Fire Department it was conceptually agreed to allow the densities for Class 2 Combustible I Liquids and Class I B & I C Flammable Liquids to be modified The modification Will allow a greater amount of Class II Combustible Liquids and 'a lesser amount of Class I B & I C 'I Flammable Liquids as follows: . -. . . Combustible Liquids II Increase density to 0.02 gallons/square foot I Flammable Liquids I B & I C Decrease density to0.015 gallons/square foot 'C ombination I II III A Liquids Maintain; Code required , density of 0 04 - gallons/square foot - I Eriksen Rattan Associates Inc t I Summary & Requirements/Final Technical Report/8 24 93/Page 10 of 43 -, -, ,- * . -. 4•'-F' , I ..• * ,- I SCHUMACHER:ENGINEERING 1969 Palomar Oaks Way - Carlsbad, CA 92009 -.. .. ,'- -, HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS ". - - 4 Actual densities are as follows Combustible Liquids II .0.0197-gallons/square foot - Flammable Liquids I-A, I-B, I-C 0.0134 gallons/square foot I Combination I, II, Ill-A Liquids 0.0321 aIlons/square foot - Allowing more of a less hazardous material" and less of a 'more hazardous material" while Ad exceeding the "combination flammable/combustible liquids" density decreases rather, ; than increases, the hazard potential with the area. Thus, the "intent" 'Of applicable I Code requirements is maintained: I . B. Building 2/FA2.2 - New H-6 Fab Area 2 -Chemical Production [329]' and Chemical Production & R&D Storage [505]: : i'-. • . .. ••. . I 1. Storage Room 505: The new 'H-6 Fab Area" in Building 2invoIves a room within a ' room - Storage Room 505 is located within Chemical Production Room 329. Storage Room I ' '. • 505 will be constructed of 2-h6ur fire-esistive construction ,and will be provided with a mechanical exhaust ventilation systen and automatic fire sprinkler system protection. Although materials in, Storage Room 505 are not : stored In flammable • liquids/hazaëJous materials storage cabinets, the room itself is considered to offer greater protection than if such storage were located in Chemical Production 329 in storage cabinets Thus, for the purpose of allowable amounts of Class II Combustible Liquids in an H-6 Fab Area", storage in Storage Room 505 is considered to be the same as storage in flammable liquids/hazardous materials storage cabinets [NOTE Total amount of Class II Combustible Liquids for Rooms 329 and 505 is 477 gallons - less I . than Uniform Bulldiig Code Table 9-AExemnt Amount of 480 Gallons Actual amountS in Storage Room 505 = 270 Gallons. Actual amount is Chemical ProductiOn Room 329 = I 207 Gallons] . ' . , I ' p Eriksen-Rattan Associates In Summary & Requirements/Final Technical Report/8-2493/Page 11 of 43 - • '.:. •ik 4. . ., . ' .' 4. , .., . '-I 4 ,• - '4 - •.• 4. SCHUMACHER ENGINEERING 1969 Palomar Oaks Way mCarlsbc d 0A92009 I . HAZARDOUS MATERIALS &OCCUPA4CY CLASSIFICATION ANALYSIS .' 4 . -- l i - .., 2. Chemical Production Room 329. Schumacher Engineering utilizes w-alk-in fume hood enclosures for their chemical processing/distillation operations. Each enclosure is prdvided with mechanical exhau st ventilation automatic fire -extinguishing system protection, containment capacity for the largest vessel located within the enclosure I and doors across the face of the enclosure Although not an issue at this time ' 4' 4• - . - - _ because of the provisions.indicated in item 1. above specific to this area, location of materials within such enclosures is viewed as,providing at least equivalent - - protection to that offered by flammable liquids/hazardo'üs materials storage cabinets I Thus for the purpqsei of this report stoage in Chemical Production Room 329 is viewed the same as storage in a flammable liquids/hazardous materials storage cabinet ......... • . . S :-The conditions described above also - exist in Building 1, H-6 Fab Area 'B1/FA1.2 - Existing R&D Chemical Production [302-317 &:328].- Although the report does not I address materials in Building 1 /FA1 2 as located in enclosures equivalent to cabinets Schumacher Engineering is requesting that the City, of Carlsbad Fire Department I - consider such enclosures as offering equivalent protection for future expansion of - existing operations within both new and existing "H-6 Fab Area". I - Occupancy classification for each area in Buildings 1 and 2 are based on the Hazardous Materials I . .Analysis contained in report sections 'Bi" and "132" A urnmaryf the findings is presented dn.the - . . . ... • . following two [2] pages Room/are locations are shown on the plans separately submitted by McGraw/Baldwin Architects for Schumacher Engineering 4 - r Eriksen Rattan Associates Inc - Summary & Requirements/Final Technical Report/8-24-93/Page 12 of 43 .- Z . '... . •' . - 4 .4 .4 4 44. I -.4 . .. .4 • 4' .4 4 4 . -, , '- - .4 . -' -: t .4 _.... ____. ___44 ____________- 4444•44 . ____._ 44.4.4_______-________44.4.4_44________.444 __44,..4 44 - 444. -' I ' - SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way Carlsbad, CA 92009 . • 1 - HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS Building Area ,.. "Existing" . 1994 Code . I Building 1 I - B1/CA1.1 Building 1/Control'Areai .' B-21' " B-2 I .Existing Equipment Engineering [103],: Equipment Manufacturing'[ 106], Field Service [114] B1/CA1.2 Building 1/Control Area 2 H-3 'B-21 ., I Existing Woodworking [404] . NOTE: Redesignate existing "H-3" classification to "B-2" ". I .. B1/FA1.1 Building 1/H-6 Fab Area 1 H-6, ' H-6' Existing,Glass Shop [319, 324, 325, 327, 332, 333, 334] . ' I . B1/FA1.2. ,Building 1/H-6 Fab Area 2. - H-6 Existing R&D, Chemical .Prod uction [302-317 & 328] . S •? . . : 131/FA1.3 Building 1/H-6 Fab Area 3 . N/A [New Area] H-6 • . S I.. New QA Labs& R&D Expansion [130, 139,141] . 'S • NOTE: Fab Area can be classified as a "B-2 Control Area" -- however, Schumacher )1 • . Engineering prefers that this area be classified as an "H-6 Fab Area" to aIIow for future I growth B1/S1.1: Building i/Storage Room 501 •. H-i . H-3/1-1-7 I . •- Existing Chemical Production Storage . . 5. • S - NOTE: Redeignate existing "H-i" classification to "H-3/1-1-7" ' - Bi/S1.2 Building 1/Storage Room 502 . ' . H-i I Existing Glass Shop Storage NOTE Redesignate existing "H-1" classification to 'H 3/H-7 - - NOTE: Storage Room 502 need not be classified as "H-7'- however, Schumacher- Engineerin : I prefers to designate the room as "H-3/1-1-7 to allow for future growth B1/S1.3 Building i/Storage Room 503 H-i •. H-3/H-7 I .• Existing Chemical Production/R&D Storage S. NOTE: Redesignate existing "H-i" classification to "H-3/1=1-7" 1B1/CA1.2 - Woodworking/Room 404: Woodworking operations involve sanding equipment, that is 3 I . connected to a dust collection unit loated outside the*•building. Under "current". Code • ' provisions, - this room, can be classified as Group B, Divisior. 2 Occupancy because the amount of I of dust actLially exposed and generated within th6 room is less'than 1 'pound per, 1,000 cubic feet • room area I Eriksen Rattan Associates Inc 4. Summary & Requirements/Final Technical Report/8-24-93/Page 13 of 43 • --:- -': - !--- - >5- - I 4 SCHUMACHER. ENGINEERING: 1969 Palomar Oaks Way - Carlsbad, CA 92009 - I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS Building Area Existing" 1994 Coda I Building 2 B2/CA2.1 Building 2/Control Area 1 H-3 I Existing Maintennce & Woodworking [401-403] NOTE: Redesignate existing "H-3" classification to "B-Z",. - . I B2/FA2.1 Building 2/1-1-6 Fab Area 1 H-6 - H-6 Existing Shipping & Receiving [330] - B2/FA2.2 Building 2/H-6 Fab Area 2,. N/A [New Area] H-6 I New Chemical Production [329] and Chemical Production & R&D Storage [505] 1B2/FA2.1 - Maintenance & Woodworking: The existing "H-3' designation was based on the use I . of part of. this area for woodorking operations. Rooms 401-403 contain 2 table saws,' 1 radial arm saw and 1 belt sander, each equipped with localized dust collection as an integral part of the equipment, and with only the sander actually considered as a piece of 'dust I . , producing/generating equipment' as intended thru -UBC 901(a). Under Code provisions, rooms 401.403 can be classified as a Group B, Division 2 Occupancy based on the 'exception" " - under UBC 901('a), allowing rooms/areas used for woodworking t0 be •classified as' '13-2' - I occupancies. when no more than 3 dust producing woodworking appliances having an aggregate .' • exhaust requirement of less than 11000 cubic feet per minute are utilized, provided ' the appliances . are equipped with dust collectors sufficient to remove dust generated by- the - appliances. I I I I - I 1 - -. - Eriksen Rattan Associates I Summary & Requirements/Final Technical Report/8 24 93/Page 14 of 43 - - - ' .--- -.--- - -- ' - I 4_•_ - -" - '4. - SCHUMACHER ENGINEERING: 1969 PalomarOaks Way - Carlsbad, CA 92009, - HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS 4 40 CONTROL AREA REQUIREMENTS I S I Each research/manufacturing building may have up to four [4] building' "Control Areas", with each "Control Area" alloWed to have up to the exempt amounts of hazardous materials indicated in Uniform I Building Code Tables 4A A & 9-B *A ,,"Control Area" is most often classified as a 'Group B, Division 2 Occupancy", but it can be classified as a 'Group H Occupanôy" if it is located within a "Group H 1 Occupancy" area I Three [3] provisions are attached to Control Areas' - . ' •-. - 4 I i Each Control Area" must be separated from other CntroI Areas' by one or more of the following suchthat it is bounded/separated on all sides: , 4 •-. - . - . . I -4 .•i' -4 - '4 -- o - i-hour fire-resistiveoccupancy separa'4tion. . o - Exterior wall, roof or foundation of the building. - ' .'- -. .• '.4 ..... 4 4 -- 4 '. .. . . 4 4 4 2 Each Control Area may have up the "exempt amounts" of hazardous materials indicated in I Uniform Building Code Tables 9 -A'! a n d 9-B' without having to comply with Group H Occupancy" requirements 4 ,.• - - "t . . . I 3 The storage, use m and handling of hazardous ateals in Control Areas must be in 4 , accordance with general requirements contained in.both the Uniform, Building Code and I Uniform Fire Code for such materials - . .4 .4. - I - For General Requirements for the storage, use and handling of hazardous materials inside buildings see Section 8.0 I - 4- - - Erikser Rattan Associates Inc - I Summary & Requirements/Final Technical Report/8-24-93/Page 15 of 43 — - .4 -, - 4 4 - - . . • . .- -. . . 4 -• - 4?'.-' .' - • ..-, -. . - . - S.- - -. -'- SCHUMACHER ENGINEERING 1969 Palomar Oaks Way Carlsbad CA 92009 I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS • • - - I - 5.0 GROUP H, DIVISION 3/7 OCCUPANCY REQUIREMENTS •. :. .5, . I The following itemization summarizes general requirements from Uniform Building Code Chapter 9 and Uniform Fire Code Articles 51, 79 &.80 applicable to new Group H, Division 3/7 Occupancies The I summary includes requirements from the 1991 Codes as well as changes approved for inclusion in the 1994 Codes As Schumacher Engineering is not now proposing any new H-3/H 7" ocupancies the requirements are provided for general ihformation and future changes Operatio'ns in existence prior to the City of Carlsbad's adoption of the 1988 editions of the Uniform Building Code and Uniform Fire S S , .- S - . .5 I Code need not necessarily 6e' in compliance with all requirements indicated Retroactive or - retrospective' application' of "current". Code requirements to occupancies/operations in existence -' prior to adoption of "current" Codes is generally not'.aplied unless ne of the following conditions I exist [UFC 1 103(b)] 1 1 The occupancy or operations housed therein are not in reasonable compliance with Codes L - in effect at the time they were constructed or occupied; or • . - S -. •-.' -...- I - - - 2., The Fire Chief has determined that existing conditions constitute a- distinct hazard to life or property., I 3 The nature of existing operations is modified, or the hazards associated with such ' operations are increased I Where requirements are duplicated between the Uniform Building & Fire Codes only one reference may be indicated. Details for the requirements can be found in the Code sections referenced. Also, see Section 8.0tfor general requirements.. . • - . - - - . - • . * • - - • * 5 - 4- "5_ -S.- . S • -. - ,•;- .5. I 4 1 • 4 _l* 4 I -L ' • - 5, - •.. - -, . - • . - .• S 5 5- , 'S - - , S. • . . ' '- . - - . - 5_ .- S • S * . S -- - .4 4 'St _.._.._ 5.. S. - '---S.,-,-. - I F Eriksen Rattan Associates Inc -. Summary & Requirements/Final Technical Re0:rt/8 24 93/Page 16 of 43 I I '• SCHUMACHER ENGINEERING: 1969'Palomar Oaks Way - Carlsbad, CA 92009 HAZARDOUS MATERIALS& OCCUPANCY CLASSIFICATION ANALYSIS I -: 0 Physical Hazard Materials [UBC 503 ('d)/Exception 4,-UBC 901(a), Table 9-A]: Generally I unlimited amounts of the following physical hazard categories of materials [exceptions are - noted]: - Combustible Liquids II, !lIA in storage or use-closed system with pressures </,= 15 psig Combustible Liquids Ill-B - Flanmable Liquids I in storage or use-closed system with pressures </ 15 psig. - Flammable Solids Flammable and Oxidizing Cryogenics - -'.,,Organic Peroxides II, ll,..lV, V [NOTE: Class II not to exceed 25 tons; Class III not "exceed 50t0n5] . . - Oxidizers 1 2 [NOTE Class 2 not to exceed 2,000 tons] I - Pyrophoric Solids, and Liquids - ' Unstable Reactives 1, 2 [NOTE: 'Class 2 hot to exceed 25 tons] -. Water Reactives 1,,2, [NOTE: Class 2 not to exceed 25 tons] . . Up to the UBC Table 9-A Exempt Amounts of the following'hysical hazard categories of - materials:, , . . ... . - .. Cobustible Dusts , 'Combustible Liquids It, Ill-A in use-closed system with pressures >15 psig or use-open -- system...- Explosives . . Flammable Liquids I in use-closed system with pressures >15psig di use-open system -. I .. - - ' Flammable, Oxidizing & Pyrophoric Gases •• . . Organic Peroxides UD, I - Oxidizers 3,4 " '4 . , • . . . I .. . - Unstable Reactives 3, 4 . . .••..• . , -, Water Reactives 3 4 • - . .- .. ' 1 0 'Health Hazard Materials [UBC 503'd,/Except!on,,4, 901(a), Table 9-B]: Unlimited amounts , I Of the following health hazard categories of materials: - Carcinogens - Corrosives - - • - -' - • . . '• - - Highly Toxics*'. - • . • • I • . - - -I rrita'nts -. • -• ' . - ' -' Other Health Hazards • . • . .. . .• I . -Radioactives - ,- . '• . • — - Sensitizers - •, . . .• • - - Toxics . - *Highly Toxics in amounts greater than Exempt Amounts are required to be separated from all other storage by location in either a separate 1-hour fire-resistive room or. an approved hazardous materials storage cabinet. . , . . • - - • I I 1" I . - Eriksen Rattan Associates Inc Summary & Requirements/Final Technical Report/8 24 93/Page 17 of 43 1, - IL..:.. ,,••••' . ' ' - - -' ' . -. • I - .."• 1 ' ; •' I : SCHUMACHERENGINEERING:, 1969 Palomar Oaks Way - Carlsbad, GA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS Building Construction & Location on Property/in Buildin'g [UBC Chapter 5, 903, Table 9-C] Dependent on. room area, sideyards and other occupancy classifications within the• :1 building. Minimum one exterior wall [25% of perimeter of room] and 30 feet from property lines, including property, lines adjacent to public ways and buildings on the same property I . 'for °H-3" occupancies >1 ,000 square feet in area. - Flammable/Combustible Liquids Use/Dispensing ooms limited to 1,000 square feet in area. [NOTE: 'This requirement has been deleted for the 1994 UBC.] 'flammable/Combustible Liquids Use/Dispensing or Storage Rooms >500 Square Feet: 1 exterior door for fired ' epartment access. NOTE: Flammable/COmbusible Liquids dispensed in open-systems cannot exceed Exempt Amounts, I • . -- otherwise, Group H, Division 2 Occupancy. Occupancy Separation [UBC Table 5-B, 901(c), 901(d)]: - Flammable/Combustible Liquids Use/Dispensing/Storage Rooms: ', 'Room <1= 150 Square Feet: Minimum 1-hour fire-resistive Occupancy Separation - 60-minute self-closing doors. - Room >150 Square Feet: Minimum 2-hour fire-resistive Occupancy Separation: I '. . 90-minute self-closing'doors. - Other than Flammable/Combustible Liquids Rooms: ' Minimum 1-hour fire-resistive OOcu'pancy Separation - 60-minute self or automatic closing doors. I - Also, minimum 1-hour fire-resistive occupancy separation for Highly Toxics, 'or-storage. of Highly Toxics in an approved hazardous naterials/flammable liquids storage cabinet. I . o Ventilation [UBC905(a), (b); UFC 80.301(m), 80.402(b)2C & 3C; UMC 1107]: - Mechanical ventilation. - Minimum 1 cubic foot per minute per square foot of floor area or 6 air changes per hour, whichever is greater:' , "Manual air handling control, required' [on-off-normal -- both supply and recirculated air] -- located outside access/entrance into room. : - Local. exhaust ventilation were materials having "a hazard ranking of 3 or 4 are I ' dispensed, used or handled in open systems. - Termination point for exhaust ducts discharging to the atmosphere'to be not less than .' the following: ', ' , - ' ' Ducts conveying explosive or flammable vapors, fumes, dusts: - 30' from prOperty lines 30' from combustible walls or openings in buildings which are in the direction of exhaust discharge - 10' from openings iii buildings •' , - 6' from exterior walls/roofs -' - - 10'above grade . . Other product conveying ducts: - ' - 10' from property lines - 10' from openings in buildings • ' ' I ' - 3' from exterior walls/roofs , ' - ' • ,• - 10'above grade Also, see Unifofm Mechanical Code, chapter 11. EriksenRattàn Associates Inc. Summary & Requiremehts/Final Technical Report/8-24-93/Page 18 of 43 .' . ••, I I - I SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way - Carlsbad, CA 920098 I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS I Open System Use/Dispensing [UBC 905'a4, 'b,; UFC 79.805,,86.402(b)2C; UMC 11071: - The dispensing or use of Class I Flammable Liquids or Class II or Ill-A Combustible Liquids in open systems may require Class I, Division 1 or 2 electrical wiring, equipment and devices, and local exhaust ventilation systems where flammable/combustible vapors are greater than 10% of the Lower Explosive Limit [LEL]: I Local exhaust ventilation is in addition to the area ventilation indicated above. - - Local exhaust ventilation required for use-open system of materials having a 'hazard I . ,.ranking of 3 or 4. Ventilation required to capture fumes, mists, vapors at point of generation. - See 'Ventilation" above for exhaust duct termination requirements. . Also, see Uniform Mechanical Code, Chapter 11. I o. Floors [UBC 902'b,); UFC 80.301'y), 80.401'f)]: NonLcombustible [except for surfacing] and liquid-tight. . Surfacing must be compatible with/impervious to materials used in the ,I area. -. . - o Electrical [UBC 902(g) & (h); UFC 80.301(s), 80.401(l)]: . . '2 sources of power — primary building supply and emergency supply [emergencysupply required because room is also H-7 occupancy]. - - Class I, Division 1 where flammable liquids or gases are stored or used in the use-open -, condition. . . . - Artificial Lighting: In accordance with recommendations of the Illuminating * Engineering Society Handbook. - See National Electrical Code.' . . . -• 1 Emergency Power System [UBC 902g), 6 0.301s), 80.401(1)]: Required to automatically, supply all required .electrical when the normal electrical supply system is interrupted -- i.e.: Mechanical ventilation systems. - Emergency alarm system. . . 4 .. . - Sprinkler system waterfiow and valve tamper. . . .. - Exit illumination. . ., . - Exit sign illumination. * ' •.- . * An emergency power source is described by the National Electrical Code as a source Of. .. . power that, in the event of failure of the normal supply, is available within 10 seconds of, I normal power failure. The emergency power system may consist of one or more the following as approved by the City of Carlsbad Building Department and City of Carlsbad Fire Department: On-site storage batteries.. On-site generator set. . . . . . - On-site uninterruptible power supplies [UPS systems]. . . . Separate electrical service. . . . I - - Connection ahead of service disconnecting means. . .4 . - ,, -- . - .r I ,..... .' Eriksen-Ràttan Associates Inc. . -. . . Summary & Requirements/Final Technical Report/8-24-93/Page 19of 43 I .-. . .......... 4 4: % I, I . 1* I I . I SCHUMACHER ENGINEERING' 1969 Palomar Oaks WaY7 Carlsbad CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS Emergency Alarm System [UFC 80.301(u), 80.403(d)]: - Emergency Alarm System: Emergency telephone system, local alarm manual pull station or other approved signaling device to be provided at each exit from hazardous materials storage rooms. Alarm signal to initiate local alarm, with alarm signal relayed to the constantly attended on-site location or central/proprietary receiving station.., - Supervision: Electrical and system supervision required. Materials Reactive with Water or Other Liquids [UFC 79.201('b), 80.3 10(a]: Stored in water-tight, water-resistant containers. - . Cannot be stored in the same room with flammable or combustible liquids' if the materials present a hazardous condition when mixed with water or flammable/combustible liquids. See comments below re separation for water-reactives. - Examples: Water-Reactives, Oxidizers. Material Separation for Storage [UFC 79.201(b), 80.301(n), 80.401(e)): - Separate storage rooms or cabinets: - Flammable/combustible liquids and materials reactive with water or liquids cannot be stored in the same room if materials can produce a hazard when in contact with flammable/combustible liquids or, water. [NOTE: Storage of water reactives and oxidizers inside approved water-resistant, water-tight storage cabinets should be adequate.] Highly Toxics in amounts greater than exempt amounts -- 1-hour fire-resistive occupancy separation or storage in cabinet. Noncombustible partition extending not less than 18-inches above and tb sides [front and rear] of stored material, storage in approved storage cabinets, or physical• distance separation of 20': ' - Acids from bases, flammables, oxidizers, water-réactives, pyrophorics. Bases from acids, flammables, oxidizers, water-feactives, pyrophorics. - Flammables from acids, bases, oxidizers, pyrophorics. - Oxidizers from acids, bases, flammables, water-reactives, pyrophorics. - Pyrophorics from acids, bases, flammables, oxidizers, water-reactives.' - Water-reactives from acids, bases, oxidizers, pyrophorics. - Materials are considered to be incompatible when in cbntact with each other.théy have the potential to react in a manner that generates heat, fumes, gases or byproducts which are hazardous to life or property:. Automatic Fire Sprinkler System [UBC 3802(1)3; UFC80.301(p), 80.402(b)2D]: Minimum 0.30 gpm over 3,000 square feet [or area of room - whichever is smaller]. If approved by the City of Carlsbad Fire Department, an alternate automatic fire extinguishing system may be used. 0 0 o Flammable Vapors/Fumes in Product Conveying Ducts [UMC 1102, 1105, 1106]: Concentration of flammable vapors/fumes in non-sprinklered product conveying ducts cannot exceed 10% of their lower explosive/flammable limit [LEL/LFL]. [See Section 8.0 for typical Flammable . 1 Liquids and applicable LELs/LFLs.] I - Eriksen-Rattan Associates Inc. Summary & Requirements/Final Technical Report/8-24-93/Page 20 of 43 I - •:t SCHUMACHER ENGINEERING"169 Palomar Oaks Way-' Carlsbad, CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS Spill Control, Drainage. & Containment [UBC 902(d); UFC 79.203(d), 80.30 1(I), 80.401(g), 80.402(b)2F]: - Spill control required for largest single container/tank. - Secondary containment or drainage control required for largest single container plus 20-minute sprinkler system flow. - Provisions to drain spills/containment from the building required because of flammable/combustible liquids. Monitoring of Secondary Containment [UFC 80.301(I), 80.401(g)]: When secondary containment is required, a monitoring method capable of detecting hazardous material leakage from the primary containment into the secondary containment is required. Visual inspection of the primary containment is the preferred method -- however, other means of monitoring may be used. When secondary containment is subject to the intrusion of water, a monitoring method for such water is.also required. If monitoring devices are provided, they are required to be connected to visual and audible alarms. - Exit [UBC 901(d), 3302, 3303, 3304, 3319]: - Number: Minimum of two exits for rooms/areas over. 200 square feet in area -- spaced a distance apart equal to nt less than 1/2 the overall diagonal dimension of the area. - Discharge: When 2 exits are required, only one may exit thru an intervening room. - Travel Distance: Maximum 75-foot travel, distance to *exteriorexit door, exit corridor, horizontal exit, exit passageway or enclosed stairway. - Doors: Self-closing, swing in direction, of exit travel, minimum 45-minute fire rating, panic hardware. . - Flammable/Combustible Uquids Storage/Use Rooms >500 square feet in area to have at least one exterior door approved for Fire Department access. Portable Fire Extinguishers [UFC 10.505]: Approved portable fire extinguishers [minimum • 2A2013C] provided within 50 feet of travel from all areas, and at each exit from areas. Explosion Control [UBC 910; UFC 79.104; 80.301(q)]: Not required if mechanical exhaUst ventilation provided as specified above, and vapors can be maintained at or below 10% of their LEL/LFL o Storage Arrangement/Height: Storage in piles more than 15 feet in height, or,storage on pallets, racks or shelves more .than 12 feet in height will require compliance with, Uniform Fire Code Article 81, and Uniform Fire Code Standards 81-1 and 81-2, depending on how materials are stored. ' Seismic Requirem&nts [UBC Table 23-B]: Seismic bracing is required for racks/shelves over 8 feet in height. .. Lips/Guards [UFC 80.301(i)]: Racks/shelves used for the storage of individual - containers of hazardous materials are required to be provided with lips/guards to prevent the accidental dislodgment of containers. . I .Eriksen-Rattan Associates Inc. Summary & Requirements/Final Technical Report/8-24-93/Page 21 of 43 I - - I I Way Carlsbad, CA 92009 SCHUMACHER ENGINEERING 1969 Palomar Oaks - HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS - .0 Empty Containers & Tanks [UFC 80.301b,)4]: Empty, containers. and tanks previously I containing hazardous materials are to be stored in the same manner, as required for containers having product unless the containers have been purged and made free of vapors and residue 0 Storage Plan [UFC 80.1103]: A storae plan showing materials stored and storage methods may be required by the City of Carlsbad Fire Department. . . . .. * - . .o Filling/Dispensing Openings: Filling/dispensing openings in containers/tanks are required' . . to be capped/plugged when filling/dispensing operations are not in process I o ' Gas Cabinets See Section 80- Genera! Requirements - . Treatrnnt Systems: See Section 8.0 -. GenraI Requriements. - I o Security [UFC 80301(e), 80401(o)] See Section 80- Genera! Requirements No Smoking Signage [UFC 80 301(d), 80401(n)] See' Section 80 - Genera! I ' Recfiirements . . .. .. . 0 Knox Box & Knx Vault '[UFC 10. 302, 10.304, 80.103]: See Section 8.0 -'General.' I . ,. Requirements. 0 Training and Procedures [UFC 80 109] See Section 80- General Requirements I o Hazard Identification Placrding [UFC 80.107, 80.301(d), 80.401(n)]: See SectiOn8.0 - Genera! Requirements. . - • - . •. - I o Permits [UFC 79203, 80 103] See Section 80- Genera! Requirements . - . : -' .''. .-.. . • I - I Eriksen Rattan Associates Inc 4' Summary & Requirements/Final Technical Report/8-24-93/Page 22 of 43 ... ........... ' '' . . . ...- - _-*-- ,- -- * ,• - - - . r' - - - 4*, • -, , " -' .-.& , I - I SCHUMACHER ENGINEERING 1969 Palomar Oaks Way Carlsbad, CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS 6.0 I , GROUP H, DIVISION 6 OCCUPANCY REQUIREMENTS I - The following itemization summarizes general requirements from Uniform Building Cbde Chapter 9 and Uniform Fire Code Articles 51 & 80 applicable t4oGroup.H, Division 6 Occupancies. The summary includes requirements from the 1991 Codes as well as chanes approved for inclusion in the 1994 I .Codes. Although all" ll requiremehts indicated are n0t necessarily applicable to existing "H-6 Fab - Areas", Schumacher Engineering has expressed their intent to reasonably comply with all requirements I for existing H-6 Fab Areas" With few exceptions existing operations are in reasonable compliance with current Code requirements I Where requirements are duplicated between the Uniform Building & Fire Codes, only one reference may be indicated. Details for the requirements can be found in the Code sections. réferénced. Also, I see Section 8.0 for general requirements. . I '- ó Physical Hazard Materials [UBC 901(a), Table 9-A; UFC 51.105(c)]: Each "H-6 Fab Area" . is allowed to have not less than the UBC Table 9-A Exempt Amounts of the following . - physical hazard materials: I : - - Conibustible Dusts,,• . - - Combustible Liquids II, Ill-A, Ill-B • . . • . , . V - Combustible Liquids Ill-B • . - Explosives 2. I • • - Flammable Liquids I •• . • .• -. Flammable Solids V • V - Flammable and Oxidizing Cryogenics . • V I . - -Flammable, Oxidizing & PyrophoricGasés - Organic Peroxides UD, I, II, IV, V .. V - Oxidizers 1, 2, 3, 4 Pyrophorics V -. Unstable Reactives 1, 2, 3, - .. . • V - ' Water Reactives 1, 2, 3 • V I -V - Physical hazard materials in amounts exceed VuBc Table 9-A Exempt Amounts are limited either by aggregate amount or denity in accordance with UFC Table 51.105-A [see - Appendix 1]. V - V •• - V • • V V - • __ V I I , Eriksen-Rattan Associates Inc. V - V • V V V - Summary & Requirements/Final Technical Report/8-24-93/Page 23 of 43 V V • V • - . V • - - V I - I , SCHUMACHER ENGINEERING:, 1969 Palomar Oaks Way- Carlsbad, CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS I I •o Health Hazard Materials [UBC 901(a), Table 97B; UFC 51.105(c)]: Each "H-6 Fab Area° is i allowed to have unlimited amounts of the following health materials: - - Carcinogens - Corrosives ,. • '. I - - Highly Toxics Liquids & Solids - - - Irritants - S - Other Health Hazards ' S - Radioactives • -• : I : - Sensitizers , - - Toxics Liquids & Solids Highly Toxic and ToxicGases are limited by agregate amount in accordance vith UFC Table ., I 51.105-A [see Appendix 1]. Fab Area Size -[UBC 911(b)1 & UFC 51.105(6)]: Limited by the type of'building construction and amount of hazardous production materials [HPM]. See Hazardous Materials I Analysis "FA Secitons for existing and new' H-6 Fab Areas o• Building Construction & Location on Property [UBC Chapters & Table 9-C]: Dependent on I ' building area, sideyards and other occupancy classifications within the building. o Occupancy Separation [UBC 911(b) 1]: Minimum 1-hour fie-esistive Occupancy Separation I • with 45-minute self-closing doors. -- - o Material Separation for Storage [UFC 51.-110(b)3, Table 51.110-A, 79.201(b), 80301(n), I .,80.401(e)]: L - Separate storage rbms: Flammables and water-reactives cannot be located in the same room. .- .5 1 • S - 1-Hour: Toxics & Highly Toxicsfrom all other materials. - S I I - Noncombustible partition ext'eniing not less than 1 8-inches above and to sides [front and - rear] of stored material: : - - - Acids from bases, flammables, oxidizers, water-reactives, pyrophorics: I - Bases from acids, flammables, oxidiz&rs, water-reacties, pyrophorics. - - - Flammables from acids, bases, oxidizers, pyr6phorics. * - Oxidizers from acids, bases, flammables, water-reactives, pyrophorics. I - Pyrophàrics from acids, baes, flammables, oxidizers, water-reactives. - - - 'Water-reactives from jaci.ds, bases, flammable/combustible liquids, oxidizers, • pyrophorics. - : -. • ' I •. o Floors [UBC;902b,), 911(b)2; UFC 80.301(y, 80.401(f)]: -Noncombustible [except for surfacing] and liquid-tight. Surfacing must be compatible'with/impervious to materials used in the area. I NOTE Requirement not in place prior to 1988 Codes I + I Eriksen Rattan Associates Inc Summary & Requirements/Final Technical Report/8. 24-93/Page 24 of 43 , - -- - S - - r • - 4 ;_ .5 - S - 5- . S . • S _.a.r -' • I I I SCHUMACHER ENGINEERING 1969 Palomar Oaks Way - Carlsbad CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS o Ventilation [UBC 911(k)3; UFC 51.105c), 80.402t'b)2C; UBC 1107]: - I -. Room:' . . - Mechanical ventilation. - - Minimum 1 cubic foot per minute per square foot of floor area. - Separate exhaust air duct system required for each.Fab Area-- cannot connect to another system outside a Fab Area. " - Smoke detectors r&juired in circulating airstream --detectors to initiate signal at the emergency control station.' I - - Manual air handling, control required ['On-óff-nôrmal - both supply and recirculated air] -- located outside each Fab Area in approved location. ' - Workstations: Local mechanical exhaust system to capture and exhaust fumes and vapors I - at work stations/pOint of generation. - Service Corridors: Minimum5 1 cubic foot per minute per squae foot of floor area or-6 air changes per hour, whichever is greater. I .-. Exhaust Duct Penetrations thru Occupancy Separations: Contained' in a shaft of equivalent fire-resistive construction -- no fire dampers allowed. - Local exhaust ventilation were materials having a hazard ranking of 3 or 4 are dispensed, used or handled in open systems. . - S Tetmitjon point for exhaust ducts discharging to the atmosphere to be not less than the following: - Ducts conveying explosive or flammable vapors, fumes;, dusts: - 30' from property lines - 30' from combustible walls or openings in buildings which are in the direction - of exhaust discharge I - 10' from openings in buildings •, . - 6' from exterior walls/roofs 5 - 10' above grade - Other product conveying ducts: I .. . . . - 10' from property lines ,. 4 .. ' ._.• ' 10' from openings in buildings - 3' from exterior wills/roofs grade For additional requirements, see Uniform Mechanical Code, Chapter ,1 1: I .0 Electrical [UBC 911(b)5; UFC5I.106(e), 80.401(q)]: .- . - 2 sources of power -- primary building supply and emergency supply. . -, Room/Area: Hazardous location electrical not required if average air charge is at least four [4] cubic feet per minute per square foot of floor area, and number of air "- - I . changes at any location is not less than three [3] cubic feet per minute per square foot r Of floor area. - Work Stations: Class 'I, Division'2 electrical equipment and devices both-in and within I - ' ,5 feet of workstations in which flammable liquids or gases are used. - Artificial Lighting: In, accordance with recommendations of the Illuminating - Engineering Society Handbook. S . Electrical supervision for required alarm and detection systems For additional requirements, see. National Electrical Code. S. - -•- - . . -. 5 . . 5. 5 5_ . •'_ ,- . Eriksen-Rattan Associates Inc. Summary & Requirements/Final Technical -Report/8-24-93/Page 25 of 43 - . . 5, +- - . .- , . ..• . - - 5,. .5.- - - - -, .5-;--.- SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way - Carlsbad, CA 92009 . I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS .0 Emergency Power System [UBC 901'h,J]: Required to automatically supply all required electrical systems when the normal electrical supply system is interrupted - i.e.: I . -. Mechanical ventilation systems.. -. Manual fire alarm system. - ' Emergenby alarm system. ' - Sprinkler system waterfiow and valve tamper. - Gas detection systems. - Smoke detection systems. I . - Excess flow control. , - - Treatment systems. . Exit illumination. . - •Exit sign illumination. . :I An emergency power source is described, by the National Electrical Code as a source of power that, in the event of failure of'the normal supplyj is available within 10 seconds of normal power failure. The emergency power system may 'consist of one or more the following I as approved by the City of. Carlsbad Building Depthtment and City of CaIisbad Fire - Department: - - On-site storage batteries.- • - - On-site generator set. -. On-site uninterruptible power supplies [UPS systems]. ' - Separate electrical service. - Connection ahead of service disconnecting means. . . I - o Excess Flow Control [UFC 51.105(e), 80.401(c)]:" Fail-safe system automatic- shut-offs [excess flow control] required for Hazardous Production Material [HPM]. gases and HPM liquids I . carried in pressurized piping above 15 psig -- located at supply [source]. , o Shut-Off Valves [UFC 51.108(d), 80.401(6)]: Readily accessible manual or automatic remotely activated fail-safe emergency shut-off valves are required on HPM gas and liquid I . supply piping/tubing in the following locations: - Point of use. - . Supply source. - - Entry of piping into exit corridor. . - Branch piping connections in Fab Areas. - Valves to be identified and location clearly visible. I o Toxic & Highly Toxic Gases [UFC 51.107(b), 80.303(a), 80.402(b)36]: - ' -, • -: • Located in gas cabinets, exhausted enclosures or gas rooms. - Excess flow control & shut-off valves -- see specific items. .. , Smoke detection where Highly Toxic gases used/stored. [NOTE: No Highly Toxic Gases at - this time.] Discharge/exhaust connected to treatment system where vapors at the point of discharge' I • to the atmosphere exceed 1/2 IDLH. - •. - - Connection to emergency power system. - NOTE:, No Highly Toxic Gases at this time. No new Toxic Gases added at this time. Gas detection system's in place for existing gases. I ' -- S - - . - •., - - -- Eriksen-Rattan Associates Inc. • S •' -' - S •, I . Summary & Requirements/Final Technical Report/8-24-93/Page 26 of 43 • -' -• I•i ,_.,. -__- SCHUMACHER ENGINEERING 1969 Palomar Oaks Way Carlsbad, CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS F 4. 0 Gas Detection System [UFC 51.105(e)2,-80.303(a), 80.462(b)3G]: Continuous gas detection for toxic and highly toxic gases provided to I - Detect presence of short-term hazard condition [at or below permissible exposure limit (PEL) or ceiling limit (CL)]. .. . - Provide automatic shut-off. 4 I . - Initiate/soun'd local alarni: . - Alarm at Building/Emergency Control Station - Connection toemergency power system. S. NOTE No Highly Toxic Gases at this time No new Toxic Gases added at this time Gas detection systems in place for existing gases Smoke Detection System [UBC 911(b3; UFC 80.303a 10, 80.402b3G]: I . - 'In circulating airstream --to initiate a signal at the emergency control. - Locations where highly toxic gases are used/stored. . - - Electrical and system supervision. . . Connection to emergency power system - I NOTE No Highly Toxic Gases at this time Fire Alarm System [UFC 51.104(b)]: Manual fire alarm system -required throughout I building. Activation of the alarm system to sound a local alarm: with alarm signal sent to emergency control station. See UFC Standard 14-1. . F - Alarm Signals: Separate/distinct audible and visual alarms for each system. I - Supervision Electrical and system supervision required - Emergency Power Connection to emergency power system required NOTE Requirement not in place prior to 1991 Codes Mike Smith Fire Marshal City of Carlsbad Fire Department and Pete Schutz Facilities Manager Schumacher Engineering have discussed the installation of an automatic fire alarm system [smoke detection system] in place of a manual fire alarm system F S I o Emergency Alarm System [UBC 911(e), 51.109(a)5, 80301(u), 80403(d)] Emergency telephone system local alarm manual pull station or other approved signaling device to be provided at 150 foot intervals in service corridors and at each exit stair doorvay. Alarm I signal to initiate local alarm with alarm signal relayed to the Building/Emergency, Control Station - Alarm Signals: Separate/distinct audible and visual alarms for each system. S I - Supervision Electrical and system supervision required Emergency Power Connection to emergency power system required r NOTE Emergency telephone system in place It is the report preparer's understanding that emergency telephone system in place is acceptable to the City of Carlsbad Fire Department -- I per discussions with Pete Schumacher Facilities Manager Schumacher Engineering : Eriksen Rattan Associates Inc Summary & Requirements/Final Technical Report/8 24 93/Page 27 of 43 .4 F 71 --5- 5.-. -.---- -. - -5 - I. SCHUMACHER ENGINEERING 1969 Palomar Oaks Way Carlsbad CA 92009 I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS 4 - I o Limit Controls [UFC 80401(k)] Liquid level high/low temperature, high/low liquid level and pressure controls depending on nature/type of processes may be required 1 o Automatic Fire Sprinkler System [UBC 3802(03; UFC 51.7106, 51.109, 80.301(p), 80.401(r), 1 80.402(b)2D ] Required throughout building -- special requirements as follows I - Fab Areas/Service Corridors Design Criteria: Minimum Ordinary Hazard, Group 3-- 0.18 gpm over 3,000 square feet. - Storage/Dispensing Rooms/Areas Minimum Extra Hazard Group 2-0 40 gpm over 2,500 square feet [or area of room whichever is smaller]. Gas cabinets - Exhaust ducts connected to workstations of combustible construction [exhaust ducts <10 inches from flammable gas storage cabinets not part of a workstation are exempt] Work stations. ., Approved alternate fire extinguishing systems are allowed for exhaust ducts and work stations I o Spill Control Drainage & Containment [UBC 902(d), UFC 80301(I), 80401(g), 60.402(b)2F]:. Spill control required if individual containers/tanks containing liquids exceed 55 gallons I Secondary containment for largest single container plus 20 minute sprinkler system flow required if aggregate capacity of multiple tanks/containers exceed 1 000 gallons NOTE Requirement not in place prior to 1988 Codes.,Containment for vessels in place I for all vessels located in walk-in.,hood enclosures , V Monitoring of Secondary Containment [UFC 80.301(I), 80.401(g)]: When secondary I containment is required, a monitoring method capable of detecting hazardous material leakage• from the primary containment into the secondary containment is required Visual inspection of the pnmary containment is the preferred method - however, other means of monitoring may be used When secondary containment is subject to the intrusion of water, a monitoring I method for such water is also required If monitoring devices are provided, they are required to be connected to visual and audible alarms.- NOTE Requirement not in place prior to 1988 Codes Visual inspection currently in place Exits [UBC 911(b), 3302, 3303, 3304, 3319] Number: Minimum bf two exits spaced a distance apart equal to not less than 1/2 the overall diagonal dimension of the area Discharge When 2 exits are required only one may exit thru an intervening room/area Travel Distance Maximum 100 foot travel distance tor exterior exit door, exit corridor, I horizontal exit, exit passageway or enclosed stairway - Doors: Self-closing, swing in direction of exit travel, minimum 45-minute firerating for corridors - 60 minutes for occupancy separations 1 I Eriksen-Rattan Associates Inc I Summary & Requirements/Final Technical Report/8-24-93/Page 28 of 43 'I .. . ... •. SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way -. Carlsbad,.CA 92009 I . HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS - Workstations [UFC 51.106(0,. Table 51.106-A]: To comply with the following: . .. - Constructed of materials compatible with materials used at the workstation. I . - The portion of the workstation serving as a cabinet for gases-or flammable liquids to be noncombustible [if metal, minimum 18-gauge steel]. - Seismic restraints for gas/liquid containers. . Drainage piping systems connected to a compatible system for disposition of such liquids. . . - Sloped worked surface for directing spilled materials to the containment/drainage system. . I - Approved means of containing/directing spilled/leaked liquids to drainage system. - Supply and drainage systems labeled to identify contents. - Shut-off valves for HPM supply piping at work stations. I - Horizontal servicing clearance of not less than 3 feet for electrical equipment, gas cylinder comminutions and similar conditions. - Amount of HPM per workstation limited to amounts indicated in UFC Table 51.106-A I [see Appendix 2]. . - o HPM Piping & Tubing [UBC 911(0; UFC 51.105(e)2;80.401(c)]: - General: Piping and tubing to be metallic unless material being transported is I . incompatible with metal. . -• . - Gases & Liquids: Supply piping for HPM having a health hazard ranking of 3 or 4 to and have welded connections unless an exhausted enclosure is provided. Nonmetallic piping I .with approved colinections may be used for materiäl&which are incompatible with ferrous piping. Also, see UFC Standard 79-3. - Installation in Exit.Corridors and Above Other Occupancies: HPM piping and tubing may I be installed in walls of exit corridors and floor or roof above or in concealed spaces above other occupancies under the following conditions: • - - Automatic fie sprinklers installed in space. . . - •' - Ventilation of not less than six air changes per hour provided. • .. . I - Receptor, installed below piping/tubing conveying liquids t0 - collect any discharge/leakage and drain it to an approved location. . . - 1-hour fire-resistive separation for nonmetallic piping [including waste lines]. I - Manual or automatic remotely activated fail-safe emergency shut-off valves installed on piping/tubing other than waste lined at: • -Branch connections into Fab Area(s). . I . • -Entries into exit corridors. . a -- -Class I, Division 2 electrical, in piping space. - Excess flow control & automatic/manual shut-offs: See specific items. - Identification: Labeled/identified per nationally recognized standards to indicate I .. • material being transported [Compressed Gas Association (CGA) Standards md ANSI Standard A 13.1-1981]: - Labeled to' indicate flow direction and contents from points of entry to termination. - Labelinb every 20 feet, or fraction thereof, an at every change of direction. Eriksen-Rattan Associates Inc. I ' Summary & Requirements/Final Technical Report/8-24-93/Page 29 of 43 , I •. - SCHUMACHER ENGINEERING: 1969 Palon arOaks Way - Carlsbad, CA 92009 I HAZARDOUS MATERIALS& OCCUPANCY CLASSIFICATION ANALYSIS . - .. . p... •.. . --. . 4 .- - Transporting HPM/Service Corridors [UBC 911(b)4, 911(d); UFC 51.108(c), 51.109]: HPM to be transported to Fab Areas thru enclosed piping/tubing systems or thrbugh -service I . corridors. Service corridors and operations therein to comply with the followin: -. - Minimum 1-hour fire-resistive occupancy separation. - MechanicalIyventilated -- minimijm 1 cubic foot per minute per square foot of floor area I - or 6 air changes per hour, whichever is greater. ' - -Maximum travel 75-foot distance to exterior exit door, horizontal exit, exit passageway, enclosed stairvay or door into a Fab Area..- Maximum 4-foot dead-ends. Minimum .2 exits .- not more than 1/2 can exit thru Fab Areas. - Doors to be self-closing and, swing in direction of exit travel. - Cannot be used as a required exit corridor. . . -. - Minimum 5-feet in width -- not leis than 33-inâhes wider than widest cart/truck. - - Building/Emergency Control Station,,-[UFC 51.102b,), 51.104, 51.105e), 51.109(a: An I .,emergency control station is required to be provided on site '-- to. comply with the following: . •. . '.- . - ' Receive signals from emergency equipment -- i.e.: I .. . - Sprinkler system waterfiow and tamper alarms.' - Manual fire alarm system. .. . - . . - Emergency alarm system. - Gas detection system. ,- I . - Smoke detection system. . - Air handling systems. - Emergency power system. Contain controls for ventilation, fire alarm, emergency alarm, smoke detection, etc. - Minimum 1-hour fire-resistive occupancy .separation with 1-hour protection of openings. Continuously manned [24-hours a day, 7-days a week]. NOTE: It is the report preparer's understanding that an agreement ha , s been reached between' Mike Smith, Fire 'Marhsal-City of Carlsbad, and Pete Schutz, Facilities Manager-Schumacher 'Engineering regarding this equirement. . . . ., .. . I . o Portable Fire Extinguishers [UFC 10.505]: Approved portable fire extinguishers [minimum' -.- - 2A2OBC] provided within 50 feet of travel from the area, and at each exit from the area. I o , Seismic Requirements [UBC 'Table 23-B]: Seismic bracing is required for racks/shelves over 8 feet in height. Lips/Guards [UFC -80-301(i)]: Racks/shelves used for the storage of individual I.. containers of hazardous material & are" required to be provided with lips/guards to prevent the accidental dislodgment of containers. l ô Empty Containers & Tanks [UFC 80301(b)4]: Empty containers and tanks previously' containing hazardous materials are to be stored in the same manner as required for ontainérs having product unless the containers have been purged and made free of vapors and I - residue ..• , • -. - . Eriksen-Rattan -Associates Inc. . • , . ' - - Surnmary,& Requirements/Final Technical Rep6rt/8-24-93/Page 30 of 43 - I, 4;;"-• 4 - ' •_4•, - I -, :- 0 - - 0 SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way Carlsbad, CA 92009 . 4 I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS - . . '• •• • - - . : - .: - - '0 • I - •0 •• . - - • * S 5, i,,, 1' - - - I •- * o Storage Plan [UFC 80.103]: A storage plan showing materials stored, and storage methods be required by the City of Carlsbad Fire Department I may o Filling/Dispensing Openings: Filling/dispensing openings in containers/tanks are required to be capped/plugged when filling/dispensing operations are not in process • ,. ' o Gas Cabinets: See Section 8.0 - General Requirements.,. - Treatment Ssytems See Section 80- General Requnements I o o Security [UFC 80.301(e), 80401('o,)] See Section 80- Genera! Requirements o No Smoking Signage [UFC 80301(d), 80401(n)] See Section 80 - General I • Requirements: . .• . 0 -.5,-. ... -- .5. 1 •__*"• .0 knox.Box &Kn6x Vault [UFC 10.302, 10.304, 80.103]: See Section 8.0 -General I Requirements & .5 .. .... '4 ,. -.5'. . •', o Training and Procedures [UFC 80 109] See Section 80- General Requirements I o Hazard Identification Placarding [UFC 80.107, 80301(d), 80401(n)] See Section 80 - . - General Requirements. '• .• - ' - - o Permits [UFC 79203, 80.'163]:, See Section 80 General Requirements * I U - I..•0 I : Eriksen Rattan Associates Inc & Requirements/Final Technical Report/8-24-93/Page 31 of 43 I Summary 0% II I I .e7,41 ' I • SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way -CarIsbad, CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS 70 EXTERIOR STORAGE REQUIREMENTS I The following itemization summarizes general requirthents from the Uniform Fire Code applicable. 'to the exterior. storage of hazardous materials for Schumacher Engineering's existing storage. The I summary includes requirements from the 1991 C6dà. as well as changes approved for incluion in the - 1994 Codes. Additionally, requirements from proposed UFC Articles 74 & 80 code changes NFPA 50B are also included. Details for the requirements can be found in the Code sections • referenced. 'Alsà, see Section 8.0 for general requirements. . - NOTE: The Voting membership of the International Fire Code 'Institute and WesternFire Chiefs I Association has approved exterior storage Exthript Amounts for inclusion in the 1994 UniformFire * Code [newUFC Tables 80.113-D and 80.113-El. The "Exterior Storage Exempt Amounts" approved are the basic Exempt 'Amounts currently listed in Uniform Building Tables 9-A and 9-B, without the I increases allowed for storage in cabinets and automatic' fire sprinkler system 'protection. The requirements that follow are applicable to storage in excess of the new 'Exterior Storage Exempt Amounts o. Solids & Liquids [Article 80/Division Ill]: Located as follows: - - I - Not less than 20 feet from buildings, property lines, streets, alleys, public ways or exits; or An unpierced 2-hour fire-resistive wall extending not less than 30 inches above and to the sides of the storage area in lieu of the distance indicated above. • ' . - Spill Control, Drainage and Containment [80.301(l), 80.402(c)]:' Spill control required if individual containers/tanks exceed 1-gallon. Secondary containment for - I ,largest single container plus the volume of a 24-hour rainfall as determined by a -' 25-year storm. [NOTE:• Rainfall volume inSouthern California is 6-7 inôhesi] - - I I • • ''. :' * • • '• - I I I - • Th .• . • • - , I 1- *. • Eriksén-Rattan Associates lnc. - - I Summary & Requirements/Final Technical Report/8-24-93/Page 32 of 43 I I SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way-Carlsbad, CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS I • o Compressed and Liquefied Gases: Requirements recently approved for inclusion in the 1994 Uniform -Fire Code for all compressed and liquefied gases regardless of hazard I classification are summarized below. Specific section references are not identified because of how the requirements were presented and approved. Copies of what was approved will be - provided to the City of Carlsbad-Fire Department if requested-Requirements indicated below .ar&not duplicated for the specific gases addressed in this section. I - -. DOT approved cylinders.,.. - . -Cylinders and piping-systems marked to identify contents. . - . Cylinders secured to prevent falling or being knocked over. . I . . . Cylinders/systems protected from physical damage. - -'C y1inders protected from falling objects: Piping systems marked with direcitonal flow arrowsat each valve wall, floor or celing I . penetration; every change in direction; and at a minimum of every 20 feet or fraction • - - thereof throughout the piping run. -. Combustible waste, vegetation and similar materials kept 10 feet from compreséed gas - I . - äylinders. . - . . • . Cylinder valve caps, plugs, collars- other protective device in place except when . . cylinders are in use or being filled. • - Cylinders/systems not-located there they become part of an electrical circuit or used ' I - for grounding purposes. . . . - • Bottom of cylinders protected from direct contact with soil or unimproved surfaces.. -. - Surface areas where containers are located to gé graded/sloped to prevent accumulation of water. • , - •- . I . - Containers stored in a "valve end . up" upright position, except for containers having a - - water volume less than 5 liters. I o Liquefied [Cryogenic] Nitrogen [UFC 75] - - Location on property: . .. . . . 1 foot from buildings, wall openings, air intakes. - • - 5 feet from other gases/cryogens." • • - , 50 feet from places of public assembly - includes exits/exit to a public way. - 5 feet from property lines, streets,a11eys, public ways,. exits. - - - - '-Drainage [diking/berms] around container to prevent accidental discharge of fluids from endangering adjacent containers; building, equipment, adjoining property. --- Tank/container supports.> 18-inches -- 2-hour fire-resistive. - . J i.*- ,- , . -. . Eriksen-Rattan AssoOiates Inc." - . - - Summary, & Requirements/Final Techniôal Report,/8-24-93/Page 33 of 43 I' •. ' SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way - Carlsbad, CA 92009 I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS Liquefied [Cryogenic] Hydrogen [UFC Article 75; NFPA 50B]: - Location on Property: 5 feet from buildings of noncombustible construction -- otherwise 25 feet or - 2-hour wall interrupting line of sight betveen cryogen and exposure. * - 50 feet or 2-hour wall from "corrosive,, flammable, highly toxic, pyrophoric and •. I . . toxic gases; flammable/combustible solids; flammable/combustible liquids. - 75 feet or 2-hour wall frOm oxidizer gases, air compressor intakes, inlets for HVAC, places of public assembly [includes exits/exit to a public way]. - 5 feet from nonflammable áryogens. : - . 25 feet from property lines, streets, alleys, public ways or exits. - NO building wall openings 75 feet above system or within 10 feet of system. - - Manual or automatic remotely activated fail-safe emergency shut-off valves installed on I .. supply piping/tubing at the point of use and the point of source. - Cylinders/tanks electrically grounded/bonded. - Drainage [diking/berms] around container to prevent accidental discharge of fluids from -. endangering adjacent containers, building, equipment, adjoining property. I ' Tank/container supports >18-inches -- 2hour fire-resistive. . Gaseous Hydrogen Mixtures [NFPA 50A & 1994 .UFC Articles 74 & 80 Code Changes] I :Location on Property: . .' - 5 feet from buildings of noncombustible construction - otherwise 50 feet. • - No building wall openings 25 feet above system or within 10 feet of system. 2-hour sepation from all other hazardous materials. - 50 feet from other flammable/pyrophoric gas exterior storage. . - 50 feet from air intakes/inlets to building or ventilating/air conditioning equipment. . - 25 feet from places of public assembly. I - 15 feet from sidewalks and parked vehicles. . . . - 25 feet frOm property lines, streets, alleys, public ways or exits. . . - - Manual or automatic remotely activated fail-safe emergency shutoff valves installed on supply piping/tubing at the point of use and the point of source. . . . .' ' - Cylinders/tanks electrically grounded/bonded. Piping, Valves, Fittings: . . . Emergency shut-off system that can be activated from each point of use and each source. Readily accessible cylinder shutoff valve is acceptable at the source. - No low melting point or nonmetallic materials unless they are: '-Protected against fire exposure by fire-resistive construction, gas cabinets or fire -. sprinklers. -Located so that any release resulting from failure, will not unduly expose persons, buildings, structures. . . I - '-Located where leakage can be readily, controlled by operation of an accessible, remotely - located valve or valves: I . • o Argon, Compressed Air, and Helium [UFC 74.103, 74.104, 74.107] -. - DOT approved cylinders. . •.. - Cylinders marked to identify contents. . . . - Cylinders secured to prevent falling or being knocked over. - r Eriksen-Rattan Associates Inc., i Summary & Requirements/Final Technical Report/8-24-93/Page 34 of 43 .. S - . . 'SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way -Carlsbad, CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS - - _ •. -: - - ' •• -• •. a - I - . o Liquefied Petroleum Gas [UFC 82.102, 82.104, 82 105, 82.108-82. 111, 82-113; 1985 UFC Std 82-1] - I - Installation per UFC Std 824. - 10' from buildings, adjoining property lines, streets, sidewalks. - - 20' from Class l II, Ill-A Liquid storage. • I . - Dispensing by qualified persons. Signs indicating "No Smoking" at tank and within 25'. . . . . - 10', clearance from combustible materials. ,. . Protection from vehicles [guard pthts, wall, etc.] . •:- * Oxygen [1994 UFCArticle§ 74 & 80 Code Changes]:.. Location on Property: I . -- Up to 50,000 Cubic Feet: 5 feet from buildings, public ways, property lines. Piping, Valves, Fittings:.S .. -. Emergency shut-off system that can be activated from each point of Use and each source: , Readily accessible cylinder shutoff valve is acceptable at the source. - No low melting point or nonmetallic materials unless they are: - -•- - -Protected against fire exposure by fire-resistive consttuction, gas cabinets or fire- sprinklers. • --Located so that any release resulting from failure will not unduly expose 5 persons, buildings, structures.., . -. ,. .. . .-Located where leakage can be readily controlled by operation of an accessible, remoteI ' I located valve or valves. . . .• .,. S • - , S - • 2 Security [UFC 80.301(e), 80.401(o)]: See Section 8.0- General Requirements. No Smoking Signage [UFC 80301(d), 80401(n)] See Section 80 '- General Requirements. .• -. , .. . , • • . . . , I o Knox Box & Knox Vault [UFC 10302, 10 304, 80.103]: See Section 80 - General RéqOiréments. •1 • ' , - . ;. ... I o Training and Procedures [UFC BO 109] See Section 80- General Requirements - - o Hazard Identification Placarding [UFC 80.107, 80.301(d), 80.401(n)]: See'Section 8.0 I • - General Requirements. -. ,' • • - " Permits [UFC 79.203, 80.103]: See Section80- General Requirements I 'S ,, - • S - . . •5 - - _i_5 5-,. . _•.• , .-. ,.t• . 5- . .. . - •S5. - . S. I , ' Eriksen-Rattan-Associates Inc. •- • ' Summary & Requirements/Final Technical Report/8-24-93/Page 35 of 43 1 - I . . . . . / SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way- Carlsbad, CA 92009 . I .HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS 5- I . '.5 . '. 5 '. 80 GENERAL REQUIREMENTS I The following itemization summarizes general requirements *from the Uniform Fire & Building Codes applicable to hazardous materials storage and hazardous materials use areas. The summary includes I requirements from the 1991, Codes as well as changes approved for inclusion in the 1994 Codes ' The general requirements apply to both indoor and outdoor areas, regardless of foccupancyu - I classification Details for the requirements can be found in the Code sections referenced I o Occupancies Other than H-1, H-2,* H-3, H-6 Physical Hazard Materials [UBC 901(a), Table 9-A]: Limited to the UBC Table 9-A Exempt Amounts of the following physical haiard . categories of materials: - .• . . . . 1 . Combustible Dusts . - Combustible Liquids II, 111-A, -111-8 - Combustible Liquids Ill-B- . ' ,. . . - plosives Flammable Liquids I . 1 ' . 5.', . • 5± - •Flammable Solids . . ' - Flammable and Oxidizing Cryogenics I -. Flammable, Oxidizing & Pyrophoric Gases .* . - Organic PéroxidesUD, I, II, IV, V . Oxidizers 1 2, 3 4 Pyrophorics . . . . . . . . . . . Unstable Reactives 1, 2, 3, 4 . . . *• . - Water Reactives 1, 2,3 .I o Occupancies Other than H-6, H7: Health Hazard Materials [UBC 901(a), Table 9-B]: Limited to UBC Table 9-B Exempt Amounts of the following materials: . . .. - Carcinogens , . . . -• . I - Corrosives - . - -Highly Toxics - lrritants ,. ... . . . . Othér, Health Hazards - Radioactives - Sensitizers, .,. , , S. • . - Toxics I. o - Storage Arrangement/Hight: Storage in piles mO than 15 feet ihheht, or storage on pallets, racks or shelves more than 12 feet in height will require compliance with Uniform' 1 . Fire Code Article 81, and Uniform Fire Code Standards 8.1-1 and 81-2, depending,on how •' materials are stored. - ,. . ... . .. . . . . Eriksen Rattan Associates Inc Summary & Requirements/Final Technical Report/8 24 93/Page 36 of 43 • . . _S • S ..-, 4 - . • . -- . . - I SCHUMACHER ENGINEERING 1969 Palomar Oaks Way Carlsbad CA 92009 HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS U oSeismic Requirements [UBC Table 23-!B]: Seismic bracing is required for racks/shelves I over feet in height o 1 0 Lips/Guards [UFC 80.301(i]: Racks/shelves used for the storage of individual containers of hazardous materials are required to be provided with lips/guards to prevent I the accidental dislodgment of containers Material Separation for Storage [UFC 79 20 1(b), 80301(n), 80401(e)] - I - Separate storage rooms or cabinets Flammable/combustible liquids and materials reactive with water or liquids cannot be stored in the same room if materials can produce a hazard when in contact with flammable/combustible liquids or water. [NOTE Storage of water reactives and oxidizers inside approved water-resistant, water tight I : storage cabinets should be adequate.] . . •. - Noncombustiblé partition extending not less than 18-inches above and to sides [front and rear] of stored material storage in approved storage cabinets, or physical I distance separation of 20 - Acids from bases flammables oxidizers water reactives, pyrophorics - Bases from acids flammables, oxidizers water reactives pyrophorics Flammables from acids, bases, oxidizers, pyrophorics, water-reactives. Oxidizers from acids, bases, flammables, water-reactives, pyrophoriós. - - Pyrophorics from acids, bases, flammables, oxidizers, water-reactives. - Water reactives from acids bases, combustible liquids, flammable liquids I oxidizers, pyrophorics Materials are considered to be incompatible when in contact with each other they have the potential to react in a manner that generates heat fumes gases or byproducts :1 which are hazardous tolife or property. ,. 'S Materials Reactive with Water or Other Liquids [UFC 79 20 1(b), 80 3 10(a)] - Stored in water-tight, water-resistant containers. ol I Cannot be stored in the same room with flammable or combustible liquids if the materials present a hazardous condition when mixed with water or flammable/combustible - liquids See above comment re separation for water reactives & oxidizers I - Examples: Water-Reactives, Oxidizers. - Filling/Dispensing Openings Filling/dispensing openings in containers/tanks are required U to be capped/plugged when filling/dispensing operations are not in process Open System Use/Dispensing [UBC 705(b) 1, UFC 79.805]: The dispensing or use of Class I Flammable Liquids or Class II or III -A Combustible Liquids in open systems may require Class I I Division I or 2 electrical wiring equipment and devices, and local exhaust ventilation systems if flammable/combustible vapors are greater than 10% of thó 1ower • explosive/flammable limit [LEL/LFL]. Area exhaust ventilation may be required sufficient to,. • I produce six [6] air changes per hour or 1 cubic feet per minute [whichever is greater] and taken from a point at/near floor level ••*:• - • :, • • Eriksen Rattan Associates Inc U Summary & Requirements/Final Technical Report/8-24,93/Page 37 of 43 I - SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way - Carlsbad, CA 92009 I , HAZARDOUS, MATERIALS '& OCCUPANCY-CLASSIFICATION ANALYSIS . I . I o Flammable Vapors/Fumes in Product Conveying Ducts [UMC 1102, 1105, 1106] Concentration of flammable vapàrs/fumes in non-sprinklered 'product conveying ducts cannot exceed 10% of I . their lower explosive/flammable limit [LEL/LFL]. Examples of concentrations for àommonly used Flammable Liquids are as follows: * S :. '• Flammable LiqUid' " LFL (%). 10% of LFL (%) I I ' Acetone , 2.6 0.26 . -. Acétonitrile ., 4.4 - - 0.44 Benzene .1.4 0.14 I . . . 2-Btjtanone'[MEK] .1.8% 0.18 , Butyl Chloride; 1.9 0.19 : Butyl Ethyl Ether, 1.5 - 0.15 -• S .. Carbon Disulfide ., .1.3 . 0.13 I.. -. Cyclohexane , - 0.13 - * Ethanol 3.3 0.33 Ethyl Acetate . . 2.2 ..- , . 0.22 -• -S. I . Hexane . 1.2 . 0.12; Heptane -.' .. 1.05% . . 0.105 . .' Isopropanol .. 2.5 0.25 - Methanol .' 6.0 ' ' 0.60 I . Methylacrylate , 2.8 - 0.28 Propyl Alcohol - 2.1 . ' 0.21 .• Tetrahydrofuran 1.8 " 0.18 I Toluene 1.27 '0.127 Trimethylpentane 1.1 . 0.1.1 . . ,Ducts conveying flammable concentrations greater than indicated 'above are required to ;S pràvided with automatic fire sprinkler system protection. o Automatic Fire Sprinkler System Protection [UBC Tables 9-A & 9-B, 38-1, UFC 10507, 80.1081: Automatic fir'é sprinkler system protection for Schumacher ineéring's ' S I . . operations should be designed for not less than the following: - - General hazardous riiaterials use/storage: Ordinary Hazard, Group 3 - Flammable Liquids storage: - Extra Hazard, Group 2 ' I . o Corhpressed Gases: See Section 7.0 -. Compressed Gases for general requirements . -. pertaining to compressed gases, regardless of material hazard classification. - -' . • S .5-,-,. 'o Gas Piping [1994 UFC Code Change]: Labeled/identified per, nationally "recognized, standards to indicate material being transported [Compressed Gas 'Association .(CGA) - . Standards and ANSI StandárdA13. 1-1981]: . I ,• , - Labeled to indicate flow direction and contents from points of entry to termination: - Labeling every 20 feet, or, fraction thereof, an at every change of direction: I , Empty Containers &janks [UFC, 80.301(b)4]: Empty containers and. tankspreviously containing hazardous materials-are to be stored in the same manner as requiredi for, containers having product unless the containers have been purged and made free of vapors and. residue. S.. ": •"' - ' 5 S, .,5 Eriksen Rattan Associates Inc t I Summary & Requirements/Final Technical Report/8124_93/Page 38 of 43 ,. - ..,: , '- * ' S I SCHUMACHER ENGINEERING: 1969 Palomar Oaks Was? - Carlsbad; CA 92009 - .'. HAZARDOUS MATERIALS'& OCCUPANCY CLASSIFICATION ANALYSIS ,0 '1 ,' 1 o Storage Plan [UFC 80.103]* A storage plan showing materials stored and storage methods * , may be requiredbythe City of Carlsbad Fire Department. I 0 Security [UFC 80.301('e), 80.401(o]: Indoor ,and outdoor areas in which, hazardous materials are used and/or stored are required to be secured against unauthorized entry. - o Laboratory Fume Hoods Exhaust ventilation velocity for laboratory fume hoods should be not - • less than the following: • ' : General use: Average Velocity at Face/Access Window: 100 fpm . Minimum Velocity at Any Point of Face/Access Window: 70 fpm . If used for carcinogens: Average Velocity at Face/Access Window: 150 fpm - Minimum Velocity at Any Ioint of Face/Access Window: 125 fpm . . If used to increase exempt amounts or to meet exhausted en'closure requirements,' the I . • appliances are required to be constructed of noncombustible construction and meet the following exhaust ventilation velocities: Average Velocity at F&ce/Access Window: ' 200 fpm Minimum Velocity at Any Point of'Face/Access Window: 150 fpm - NOTE: Toxic or highly toxic gases used inside buildings are required to'be located in fume hoods, exhausted enèlosures or gas cabinets. o Gas Cabinets [UFC 80.303(a)6.B]: Gas cabinets used-for hazardous gases are required td meet the following requirements: - Constructed of not less than 12 gage steel. Providedwith'self-closing limited access ports or noncombustible windows to give to' - access to equipment controls. ' • . * ' ' - Provided-with self-closing doors. Operate at negative pressure in relation to the surrounding area. Provide an' average ventilation velocity at the face of access ports/windows to be not less. than 200 feet per minute, with a minimum of 150 feet per minute at any point of, the access port or window. Direct exhaust ventilationto an exhaust system. When used for toxic or highly toxic gases, the exhaust system shall be' connected to a treatment system when used for toxic or highly toxic gases if, concentration at the 'I ' - • - - point of discharge to the atmosphere exceeds 1/2 IDLH. NOTE: Toxic or highly toxic gases-used inside buildings are required to be located in fume '4 hoods exhausted enclosures or gas cabinets. - ' • : , - - -. - '' , ,' • .01 ,,.0.** . ' '• ' -' 1 ' :' -- " - , ,,,,. 0 , , ' .00 •00 Eriksen-RattanAssociates Inc. - 'Summary & Requirements/Final Technical Report/8-24-93/Page 39 of 43 ' 0 ' 0 • SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way- Carlsbad, CA 92009 I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS o Exhausted Enclosures [UFC 80.303(a)6]: Exhausted enclosures used to increase exempt amounts or for Toxic or Highly Toxic Gases are required to meet the following requirements I - Noncombustible construction - Operate at negative pressure in relation to the surrounding area. - Provided an average ventilation velocity at the face of the enclosure of not less than I 200 feet per minute, with a minimum of 150 feet per minute at any point - Direct exhaust ventilation to an exhaust system. - When used for toxic or highly toxic gases, the exhaust system shall be connected to a treatment system, when used for toxic or, highly toxic gases if concentration at the I point of discharge to the atmosphere exceeds 1/2 IDLH. NOTE Toxic or highly toxic gases used inside buildings are required to be located in fume - - hoods, exhausted enclosures or gas cabinets. - I NOTE Automatic fire extinguishing system protection within enclosures may be considered to be an acceptable alternative to noncombustible construction when such system is not otherwise required . I . NOTE: New provisions for 1994 Code. . p Gas Rooms [UFC 9.109, 80.303(a)6]: Gas rooms used for hazardous gases are required to meet the following requirements: I - Minimum 1-hour fire-resistive occupancy separation. ir - - Operate at negative pressure ir relation to the surrounding area. Direct exhaust ventilation to an exhaust system I - When used for toxic or highly toxic gases the exhaust system shall be connected to a treatment system when used for toxic or highly toxic gases if concentration at the point of discharge to the atmosphere exceeds 1/2 IDLH I o Treatment Systems [UFC 80.303(a)6, 80.402(b)2G] When required [when concentration at point of discharge exceeds 1/2 IDLH] systems are to be designed to - Dilute, .adsorb, absorp, .contain, neutralize, burn or otherwise process contents of - - largest tank/cylinder of highest hazard gas. Reduce maximum allowable discharge concentration to 1/2 lDLH at point of discharge to the atmosphere I - Sized to process entire contents of largest tank/cylinder of highest hazard gas. Flow rate based on total release from cylinder/tank as follows: I, Portable Cylinders/Tanks Cylinder/Non-Liquefied: 5 minutes Cylinder/Liquefied 30 minutes Tank/Non-Liquefied: 40 minutes Cylinder/Liquefied: 240 minutes I .. Stationary Tanks -• Maximum rate of release based on valves/fittings. - Flow rates converted to cubic feet per minute of gas at NIP. - '- Handle the accidental release of gas from the largest cylinder/tank - Process all exhaust ventilation from gas cabinets, exhausted enclosures or gas rooms. - Reduce concentration at point of discharge to the atmosphere to 1/2 the IDLH NOTE May also be required for other gases& liquids [i.e., Corrosives] by State/County air I quality/emission control regulations Eriksen-Rattan Associates Inc. • Summary & Requirements/Final Technical Report/8 24 93/Page 40 of 43 I .'i. :'.SCHuMACHER ENGINEERING:. 1969 PalOmar Oaks War-Carlsbad, CA 92009 ,. . I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS 14 1 o Fire Department Access Roadways [UFC 10203] Fire department apparatus access roads - . ' are required to be provided within 150 feet of all portions of exterior walls of the, first I ' story of, buildings and exterio storage and use areas. Such access roads are required to meet the following requirements: . •, ' - ' - Minimum 20 foot unobstructed width.. - Minimum 13.5 feet unobstructed vertical clearance. . , - All weather driving surface capable of supporting the imposed loads of fire department .. ( 'apparatus. Turning radius as required by City of Carlsbad Fire Department. No dead-ends in'excess of 150 feet in length. - Maximum grade [slope] as required by City of Carlsbad Fire Department. - ,Signs or other approved notices provided to identify such roads and prohibit the I , •.'• . . obstruction thereof. • . The City of Carlsbad Fire Department should be contacted for specific reuirements. o Water Supply [UFC',10.401]: An approved water supply cajab1e of 'supplying the required. flow 'for fire protection is' required to be provided 'for buildings and exterior storage' and use areas. 'On-site fire hydrants' and water mains capable of supplying the required flow may be required by the City of Carlsbad Fire Department. See UFC Appendix II!-A' and Appendix - o No Smoking Signage [UFC 80.301(d), 80.401(n)]: Signs prohibiting smoking shall be I ' . • provided in storage and use areas, at entrances to such areas, and within 25 feet of outdoor storage and use, areas. Signs are generally required to measure 15-inches on each side, and have white reflectivenumbers/letters on blue and red backgrounds and black reflective I •I' ' numbers/letters on yellow and white backgrounds. . . '. : - '-' o ' Knox Box '& 'Knox Vault [UFC '10.302, 10.304, 80. 103]:' The City of Carlsbad Fire . Deprtment may require that keys for building access and for access to all rooms within the building be contained in a Knox Box located on an exterior wall in a location approved by: the City of Carlsbad Fire Department. In addition, the City of Carlsbad Fire Department may , require that building plans,' site plans and hazardous materials information be provided in 'a - -' Knox Vault located on an exterior wall in a location approved by the City of Carlsbad' Fire Department. I - I . 'I -' , ' '.- ' ' . • . . ' Eriksen-Rattan Associates Inc. • ' I Summary & Requirements/Final Technical Report/8-24-93/Page 41 of 43 . - - - I SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way - Carlsbad, CA 92009 I HAZARDOUS MATERIALS & OCCUPANCY CLASSIFICATION ANALYSIS - .. -5- • I • ..- I o -,Hazard Identification Placarding [UFC 80.107, 80.301(d), 80.401n]: Hazard identification placarding indicating Health Flammability and Reactivity ratings of I .. hazardous materials used and stored is required for each building, in rooms/areas in the each building and,oh stationary tanks. The City of Carlsbad Fire Department may require that such placarding be located on the exterior of the building adjacent to each entrance I . into the building, at entrances to all aréàs in which there is use, storage or handling of ' hazardous materials, and on stationary containers and tanks. The exact location of each sign is to be approved by the City of Carlsbad Fire, Department. Signs are denerally required to. measure 15-inches on each side, and have white reflective numbers/letters on I . blue and .red backgrounds' and black reflective numbers/letters on yellow and white -backgrounds. See UFC Standard 79-3 [NFPA 704] for placarding requirements/standards. Placàrdingfôr each building and exterior storage areas should be as follows: I Buildings 1 and 2 . . . Health: A ... . Flammability 4 - .. . .. . I .S Reactivity . . 3 . . . . CR, OX, WR' - - -...-. . . - ES-1 /Flammable Gas Bunker HeaIth -. . 0 . Flammability 4. . ., . Reactivity . 1 COMPRESSED GAS . . -. . ES-2/Hydrogen Gas Bunker. - . I Health . - - '.. . . Flammability 4 . .' . .. . Reactivity 1 - - - . COMPRESSED GAS ES-3/lnert Gas Bunker Health Flammability ' 0 . ReactMty- 1 .. COMPRESSED GAS. - - ES-4/Oxygen Gas Bunker . - - Health - 1 I Flammability 0 Reactivity- 1 .. ,.. . . OX - COMPRESSEDGAS ES-5/Pad Storage' . . -. . - . - - Health - - 3 •. . - •.- . •Flammability 3 . .. • . . . . - . - Reactivity 0 . . . •. . . OXCOR -. • - . . Eriksen-Rattan Associates Inc. . . Sumrnary& Requirements/Final Technical Report/8-24-93/Page 42 of 43 • - SOLID LIQUID GAS HAZARD CATEGORY . (Ibs/sq.tt) . . (galslSq.tt.) . (ct@N.T. P/sq.ft) Combustible Liquid 0.01 -. HI-A - 0.02 111-B .-. .NL Combination flammable and Combustible . - . 0.04 - Combustible Dust Footnote No. 2 - - Combustible Fiber . . Loose . Footnote No. 2 - - Baled . . . Footnote No. 2 - -. Cryogenic . .. . Flammable . - . - Footnote No. 3 Oxidizing .. . - - 1.25 Explosives . Footnote No. 2 Footnote No. 2 Footnote No. 2 Flammable Solid 0.001 Flammable Gas . . .. . .. ... . Gaseous . - - Footnote No. 3 Liquified . . - - Footnote No. 3 Flammable Liquid 1-A..... . . - 0.0025 IB . . - See Combination flammable -: IC. ... See Combination Flammable - Combination flammable Liquid - 0.025 - Combination flammable and Combustible Liquid . . •. 0.04 .. - Organic Peroxide .. . - :. UI) . - Footnote . Footnote No.2 .. Footnote No.2 - Footnote No. 2 Footnote No. 2 -.. 0.025 0.0025 .- Ill . . . . . .. 0.01 • .- . .NL .. . . - ..-. V . NL . ......... ... - NL .. IV . ....NL Oxidizing Gas . . 'Gaseous 1.25 Liquified - - i.s Combination of Gaseous and Liquified - -. .. - . . - 1.25 - I I I I I. ITEM NO. 61 try proposed the three-times factor of these materials to be established as a threshold level when RPM (as defined) could be limited. The table was initially envisioned as a finite limit; however, exceptions were created for all materials in use in workstations under certain conditions (1983 Supplement). The fire ser- vice felt that a ceiling limit should be established as a large fabrication area could theoretically have an unlimited number ofwork stations, hence an unlimited quantity of hazardous materials. Table No. 51.105-A was developed to address that concern and adopted into the 1985 edition of the code while Table No. 51.105-B was retained to regulate the small fabrication area beciuse the average density as incorporated into Table No. 51.105-A would preclude the small area from operation altogether. -. In the 1986 to 1988 time frame, substantial revisions were made to U.B.C. Tables Nos. 9-A and 9-B. These revised tables allowed a four-times multiplier for most materials providing that the building or area of use was sprinklered and that the material was stored in approved hazardous materials storage cabinets or used in closed systems. The Group H, Division 6 Occupancy was the first occupancy designed to ad- dress the control of health hazard materials. Controls inherent in the Group H, Division 7 Occupancy are parallel to those found within that of the Group H, Di- vision 6. There may be no real need to limit the amount of any health hazard ma- terial in an Group H, Division 6 Occupancy if the Group H, Division 7 Occupan- cy is essentially unlimited. However, the nature of buildings occupied by Group H. Division 6 Occupancies has historically been one involving large mixed- occupancy buildings: For this reason,'the limitation placed on toxic and highly toxic gases was felt to be reasonable. These limits have been maintained in the proposed change to Table No. 51.105-A. Limits in proposed Table No. 51.105-A have been established for each partic- ular hazard class. Where limits have existed in the code, they have been main- tained, and the table has been expanded to address all hazard classes. This action eliminates the need for U.F.C. Table No. 51.105-B as it exists today. Small fabrication are are protected by the quantity limits which are con- tained in U.B.C. Tables Nos. 9-A and 9-B. Under the revised U.B.C. concepts, these limits are similar in content to those limits formerly found in Table No. 51.105-B, except that now, all materials of concern are addressed. By revising Table No. 51.105-A, the limits for materials which are now not mentioned by the table, e.g., pyrophorics, unstable reactives, etc., are clarified, thereby eliminat- ing some of the recent confusion about what to do when such items were present but not mentioned. Analysis: The proposal improves correlation of RPM quantity limits for a single fabrication area with Article 80. The new table combines the prior Tables Nos. 51.105-A and 51.105-B into a single table. The density limits are basically unchanged; however, the total quantity limits have bean revised to be consistent with exempt amounts in Article 80. The new table addresses all hazard categories that would reasonably be ex- pected in a fabrication area. This eliminates questions currently caused by omis- sion of some categories. . .. . . . . Some hazard categories are proposed to be limited by total quantity per fabri- cation area similar to the Article 80 quantities, and not by densities of materials;: These are denoted by Footnote No. L-- The proposed exception states that fabrication areas shall not be limited to less than exempt amounts allowed for storage in Article 80. The intent appears to al- low up to the exempt amounts in small fabrication areas which, by using the den- sity limits, would otherwise possibly limit the overall quantity to less than the quantity in Article 80 or Tables Nos:9-A and 9-B. As indicated in the proposal, less than the exempt amounts should be allowed in a single fabrication area with- out regard to density set forth in proposed Table No. 51.105-A since the occupan- cy would not be classified as Group H, Division 6 if the aggregate quantity were under the exempt amount. Note that the quantity of material at each workstation is still limited by Table No. 51.106-A. . . Committée.Action-Approval as Revised As Revised: . Sec. 51105, page 184. Delete Subsection (c) and substitute as fol- lows: . - (c) Maximum Quantities of HPM. The quantities of HPM in a single fabrication area shall not exceed the quantities set forth in Table No. 51.105-A. . . . ... EXCEPTION: The'quantity limitations in Table No. 51 .105-A shall not apply when the fabrication area contains quantities of hazardous ma- terials not exceeding the exempt amounts established by Article 80. Also: Table No. 51.105-B, page 184. Delete. Also: . Table No. 51.105-A, page 184 Delete and substitute as follows: TABLE NO. 51.105-A-QUANTITY LIMITS FOR HPM IN A SINGLE FABRIC A T I O N AREA IN A GROUP H, DIVISION 6 OCCUPANCY' .---.---.-----.--*- - - - .. (continued) ITEMS NOS. 61-62 TABLE NO. 51.105.-OUANTITY LIMITS FOR HPM IN A SINGLE FABRICATION AREA IN A GROUP H, DIVISION 6 OCCUPANCY—(Continued) SOLID .:. ..: . LIQUID . . . GAS HAZARD CATEGORY (Ibs/sq.ft.) (gals/sq.ft.). (ct@N.T. P/sq.tt.) Pyrophotic Footnote No.2 Footnote No.2 Footnote No. 3,i1 Oxidizer 4 Footnote N61 2 .., '.-. Footnote No. 2: . - N/A -. 3 See Combination Oxidizer. : See Combination Oxidizer - N/A..... . 2 . . .. .. - See Combination Oxidizer See Combination Oxidizer N/A See Combination Oxidizer. See Combination Oxidizer N/A Combination Oxidizer Class 1, 2, 3 0.003 ... . . 0.03 Unstable (reactive) . . . .. .. . 4 . Footnote No: 2 Footnote No. 2 Footnote No. 2 3 . 0.025 0.0025 Footnote No. 2: 2 . 0.1 . .. 0.01 . Footnote No. 2 NI_. . . Nt'.-.NL Water Reactive .. . . .. '. . . .. . .. . 3. . Footnote No. 2 .. .' . Footnote No. 2. -. 2 0.25 . 0.025 - I NL .NL -. Carcinogen . NL ... . ;. . . NL. . .. NI. Corrosive NL . NL .. . . NI. Highly Toxic . NL . . . . Footnote No.3 Irritants NIL NL NTL Radioactive NI. .. .. NL - NL Sensitizers . NL '.. . NL NL Other Health Hazards NL . NL . NI. Toxic . . NI. . NI. . Footnote No. 3 1NL—The quantity of hazardous material in a single fabrication area is not limited. 2Quantity of hazardous material in a single fabrication area shall not exceed exempt' amounts in Ai'tid8U.er" D.i13- 4 - ., 3The aggregate quantity of flammable, pyrophoric, toxic and highly toxic gases shall not exceed 9,000 cubic feet at NIP - - The aggregate quantity of pyrophoric gases in the building shall not exceed 2,000 cubic feet at ?'J1P . I Reason: The revision improves correlation of hazardous production material Any reference to a quantity that is currently clearly stated in the U.B.C. is (HPM) quantity limits for a single fabrication area with Article 80. The new table redundant and unnecessary. It further complicates the code process if a change combines current Tables Nos. 51.105-A and 51.105-13. The density limits are is processed which then might require two separate code changes to avoid confu- J basically unchanged; however, the total quantity limits have been revised to be sion. I consistent with exempt amounts in Article 80. Note that the new table addresses all hazard categories that would reasonably be expected within a fabrication Membership Action D area, eliminating questions currently caused by omission of some hazard catego- ries. The original proposal has been revised by adding the hazard categories "car- cinogen" and "radioactive." Some hazard categories are proposed to be limited by total quantity per fab- rication area, similar to the Article 80 quantities, and not by densities of materi- als.-These are denoted by Footnote No. 2. The exception states that fabrication .. ' . . I areas shall not be limited to less than the exempt amounts allowed for storage per . . . . . . control area in Article 80. The intent is to allow up to the exempt amounts in .. . .. . small fabrication areas which, by using the density limits, would otherwise poss- ibly be limited to quantities less than the exempt amounts in Article 80 or U.B.C. . :- .. . .. . .. . •. Tables Nàs. 9-A and 9-13. Quantities less than the exempt amounts per control ' .. .. ..... ...... Iarea in Article 80 should be allowed in a single fabrication area without regard to dencitv since the occunancv would not he classified as Groun 14. Division 6 - - if the aggregate quantitywere under the exempt amount '' -. 62--52-93-1--C.F.A. .. . . . A second paragraph has been added to Footnote No.3 which limits the aggre- As Submitted . . . . . I gate quantity of pyrophoric gases in the building to 2,000 cubic feet at normal dcl n Attic . . temperature and pressure (NiP). Currently, Group H, Division 2 or 3 Occupan- cies containing in excess of 2,000 cubic feet at NTP of pyrophoric gases are . ARTICLE 52 required by U.B.C. Table No. 9.E to be stored in detached storage buildings, sep- arated from all other operations. This revision to the footnote will apply the same THERMOSETTING PLASTIC concept to Group H, Division 6 Occupancies for pyrophoric gases, which is MANUFACTURING FACILITIES appropriate given the hazards associated with pyrophoric gases. Uniform Build-ing Code Section 911 should be correlated with this limitation. I Challenge I.C. requests Approval as Revised with further revision. Revision: I .. Table No. 51.105-A of the proposal. Revise Footnote No.3 as fbI- lows:. )The aggregate quantity of flammable, pophoric, toxic and highly toxic gases shall got exceed 9,OQO cubic feet at NTRtThe aggregate quantity of pyrophoric I . g4tJ buiJding'hall not exceed 24000ubic feet at NIP quantities listed in the'Building Code. See 1J.BC, Table No. 9-E. Reason: This entire table is addressing the limits for a single fabrication area. To extend the intent of this section to the entire building is inconsistent and leads to confusion. The phrase "in the building" should be eliminated. . Scope Sec. 52.101. Areas containing manufacturing operations producing thermosetting plastics using hazardous materials similar to those listed in Table No 52.101-A shall be in accordane with this article. Such op- erations shall include, but are not limited to, hand lay-up; spray-up, res- in transfer moulding, bag moulding, filament winding, centrifugal cast- ing,, continuous laminating'and casting. . . The sioraje and use ofhazardous materials shall be ihaécordance with Articles 79 and 80 except as modified by this article. Definitions . Sec. 52.102. (a) General. For definitions of "overchop"and "ther.. mocettina niasrics" ce Arrirle Q . . U I I MATERIAL STATE MAXIMUM QUANTITY Flammables and gas 3 cylinders toxics combined liquid - 15 gallons solid 5pounds Corrosives gas 3 cylinders liquid 25 gallons' solid 20 pounds Oxidizers gas 3 cylinders liquid 12 gallons' solid 20 pounds 1An equal amount of nonflammable HPM liquid in reservoirs of I filtering systems of connected materials in use is allowed (c) Exhaust Ventilation I Design criteria A ventilation system shall be provided to capture and exhaust fumes and vapors at workstations 2 Duct systems A Materials Materials for ducts shall be in accordance with I the Mechanical Code. .-• B Reactives Two or more operations shall not be connected to the same exhaust system when either one or the combination of the substances removed I could constitute a fire explosion or chemical reaction hazard within the duct system. C. Penetrations. Exhaust duct systems penetrating occupancy separations shall I be contained in a shaft of-equivalent fire-resistive construction. Ducts shall not penetrate area separation walls Fire dampers shall not be installed in exhaust D Fire protection Exhaust ducts shall be internally sprinklered when all of the following conditions apply (i) When the largest cross sectional diameter is equal to or greater than 10 - inches, (u) The ducts are within the building and (ui) The ducts are conveying gases or vapors in a flammable range I Combustible nonmetallic ducts whose largest cross-sectional diameter is equal to or greater than 10 inches shall be internally sprinklered I EXCEPTIONS I Ducts listed for nonsprinklered applications 2 Ducts not more than 12 feet in length installed below ceiling level 3 Ventilation power and controls—emergency power. The exhaust vents I lation system shall have an emergency source of power. The emergency power 1 - shall be designed and installed in accordance with the Electrical Code The emergency power is allowed to operate the exhaust system at not less than one-half fan sped when it is demonstrated that the level of exhaust will main- tain a safe atmosphere. - (d) Fire protection. Sprinkler coverage of the horizontal Surface at work- I stations shall not be obstructed. A sprinkler shall be installed within the exhaust 186 I I I I Hazardous Materials t 1031.4 S SAN DIEGO REGIONAL HALA . . . .DOUS MATERIALS QUESFIONNAIRE . & igiw )XTCT Management Division . .COVOTT 4F SAN 01169 Business Name Contact Person . . - Telephone Schumacher . Sa11yCoste110 . 619-931-9555 Mailing Address City . State Zip Plan File# 1969 Palomar Oaks Way Carlsbad CA 92009 Site Address City State Zip Plan File, 1969 Palomar Oaks Way Carlsbad CA 92009 PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS MANAGEMENT DIVISION: OCCUPANCY CLASSIFICATION Indicate by circling the item, whether your business wili use, process, or store any of the following hazardous materials, if any of.the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Explosive or Blasting Agents 4. Flammable Solids 7. Pyrophorics Cryogenics Corrosives ) Compressed Gases Organic Peroxides S. Unstable Reactives Uj)Highly Toxic or Toxic Materials 14. Other Health Hazards ) Flammable or Combustible Liquids . Oxidizers 3Water Rèactives 12. Radioactives PART If: COUNTY OF SAN DIEGO HEALTH DEPARTMENT HAZARDOUS MATERIALS MANAGEMENT DIVISION: CONTINGENCY PLAN REVIEW: If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Mateiels Management Division, 1255 ImperielAvenue, 3rd Floor, San Diego, CA 92186-5261.. Telephone (619) 338-2222 prior to the issuance of a building permit. . . FEES MAY BE REQUIRED/'O Yes No OFFICE USE ONL\ E RMPP Exempt Date Initials El RMPP Required 1 -= Is your business listed on the reverse side of this form? . I "2-t: Will your business dispose of Hazardous Substances or Medical Waste in any amount? . . Oat, Initials ViII your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, AMPP Complete( 00 pounds, 200 cubic feet or carcinogens/reproductive toxins in any quantity? '"J Will your business use 811 existing or istaII an underground storage tank? I —'—I Will vcurhusinesssre or handle AcutyHazerdous Materials?./cTp .- - Date !'litilis PART III: SAN DIEGO COUNTY AIR POLLUTION CCNTROL DISTRICT ')swer to nny nf the ustions is yes, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 92123- Telephone I691 614-3s07 : th ksuance of a building permit. YES NO . EJ Will the intended occupant install or use any of the equipment listed on the Listing of Ar c!I"rion Control Dstrict Permit Catago:ies, on tht roverse side of this form? (ANSWER ONLY IF QUESTION 1 I YES.) Will the subject facility be located within 1.000 feet of the outer boundary of a school (K througl 12) as listed in the current Directory of School and Community College Districts, published by the San Diego County Office of Education an, the current California Private School Directory, compiled in accordance with provisions of Education Code Section 33190? Brietl'josscruoe nature of the intended business activity: i. Chemical purification and Packaging/Electrical equipment assembly oI'J i Name of Owner or Authorized Agent: Air Products and Chemicals, Inc. - • . .5 . Signature of Owner or Authori d Agent: I dacl re under penalty of perjury that to the best of my knowledge and belief the responses made herein are tu and corrct. &-' DatA Do not write below this1ine FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: Date: EXEMPT FROM PERMIT REQUIREMENTS LDING PERMIT OUT NOT occuPANcy APPROVED FOR OCCUPANCY COUNTY-HMMD APCD APCD COUNTY-HMMD APCD EnviroomcnLsj Hcaith Servicci DHS:}{M-9171 (6/92) tDIøi4 RE EWED 40 '5IPeI3ALS di o '7) 4 /DATE/'Q 003 County of San Dic Dcpartmct of }Ic.,Jth Scrvic ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 SAN DlEGO CA 92123 (619) 560-1468 DATE /7/ /17 q A ~RISCDffiCT~ r JURISDICTION: OFILE COPY PLAN CHECK NO Cf351 V SET: E.J UPS UDESIGNER PROJECT ADDRESS: • -. PROJECT NAME: Rey '/4 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 the building deficier- with jurisdiction's codes when minor cies identified are resolved and checked by building department staff fl The planá transmitted herewith have significant deficiencies identified on the enclosed check list and should e corrected and resubmitted for a complete recheck The check list transmitted herewith is for your inormaion f t L_J The plans are being held at Esgil Corp until corrected plans are submitted for-recheck. D The applicant's copy of the "check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been sent to Esgil staff did not advise the applicant contact person that plan check has been completed ET Esgil staff did advise applicant that the plan check has been completed Person contacted:- Date contacted Telephone # REMARKS By Enclosures ESGIL CORPORATION 1 0GA DCM []PC - I- ESGIL CORPORATION '. 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: : . 7) * JURISDICTION JURISDICTION: °'Y'i - p . i S DFILE COPY PLAN CHECK NO:. SET: J ours - •. D,DESIGNER PROJECT ADDRESS:_ J--j4 cPS PROJECT NAME E The plans transmitted herewith have been correcte'd 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 D identified on the enclosed check list 'and should-be corrected and resubmitted for a complete recheck. fl The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected - plans are submitted for recheck. fl-The applicant's copy of', the check list is enclosed for the '-' jurisdiction to return to the applicant contact person. The applicant's copy of the check list has- been sent to: F71 Esgil staff did not advie the applican contact person that plan check has been completed. Esgil. staff did advise 'applicant that the plan check has been completed. Person contacted:_______________________ Date contacted: Telephone # * REMARKS: ' By: 413C, 90?_IG/J7 ' 'Enclosures:' ESGIL CORPORATION - 0GA fl CM OPC F.. JURISDICTION: A14D plans received, by plan checker:_______________ PLAN CHECK NO.: J#/Date plan check completed: _______By: P-'J PROJECT ADDRESS: / /Hp4-;eL O,-j TO: j51LC P,r6ck1 PLANCORRECTIONSHEET 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. PLANS. G.Plasemake all corrections on the original () Please 'indicate here' if any changes have tracings and submit two new sets of prints, been made to the plans that are not a result and any original plan sets that may have been of corrections from this list. If there are returned to you by the jurisdiction, to: other changes, please briefly describe them - ' and where they are located on the plans.' 1) '•P r Have changes been made to the plans 'not resulting from this correction list? Please check. ()To facilitate checking, please identify, next ' ,Yes No 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. ' • • ' ' ' 7( 7/ft fw ?71- iiaHTC7 W& 2kJ&f,)7Z, Datei_____ Jurisdiction C5trD - Prepared byi E3Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. _-5/Z •') / BUILDING ADDRESS Lot- 4k A.PPLICAN-T/CONTACT 61LC r-Ift2J PHONE No.: BUILDING OCCUPANCY - DESIGNER PHONE______________ TYPE OF CONSTRUCTION CO PHONE__________ BUILDING PORTION BUILDING AR VALUATION VALUE I. MULTIPLIER P I Air Conditioninz : Commercial - Residential Res. or Comm. - - Fire Sprinklers Total Value - AME FULL HEIGHT. PARTITION I - 1 /20 = I'- O PROVIDE SMOKE DRAFT ASSEMBLY o MECH. VENTS 1P. BD. WALL \/1-1ERE OCCURS ONCPETE CURB - I I 5- 4. 'T. 7 Ti / . - 5 - - -I- A '. I - 'S. \ 'I .1 • 1. i'-- r lLO 4. t. - - I •I- • •.x ,•• . .5 - : $ I . ' " . . •• - .. H d . -= i • fTh r 4 4 l; . •• •r . . S ••CD Vi I 4 '1 S S S • - S - •S • • . 5, 5 - '1L C-tecs'- I I c 5 . . .•-. . .- • 'e/kEI7 .TLL 7 / • .. • .:•.. STEDMAN&DYSON NEERS F11Eg1R Pd4 STRUCTURAL ENGI E Lfl 2 ___ r2- qg Rio San Dlegq : 150 L. Y I'' .. . •8.-.2-- . - UL L.I k •• • (619)297 San Diego; rnia 92108 - 2223.FaX(619)2974913 S . • ----.-.-.-. . • :--.. , •• • . • - - - - - . - - - - - - - - - u1 :j -t.. ..•.•..__________.'.__. ) ci - .. - -. . : .- - c I ON tj . . (- . .. tn c j '-/• .- , -I,________________ _$' I - - - — . . i t C- F = F STEDMAN .& DYSON STRUCTURAL ENGINEERS 0 SAN DIEGO. CALIFORNIA E —t — I HT Th \: ii - •- E '(.)k :.' > u.-' U' .S) -. - 1--- - S . . '-.•--/ . -S. • * . - Nz to ID 21 to to dv r (i.C7 1 :•f L -c'.z__ -1 0 5 STEDMAN & DYSON STRUCTURAL ENGINEERS • SAN DIEGO CALIFORNIA 1 I - - - - - - - - - - - - - - - - -P a VINUOJflVD '0031a NVS • SflINION 1VIfl.131ThLLS . . - . 0 ___NOSAG NVI'\IULS____ I I L .' -- - 41 : C4 .- - '-:'-;- r-- ......................... II .. - ......................................r,I .i.. - . . .. -. ......-.-.,.--..-........-..tj)- (3 '9 Na... . . _•__gJ it F: - ..........1. . .j. 3c .1 . ... CP7a 2W7 4 . ; - : - - BUILDING PERMIT - PCRNo PCR93042 01/0094-08,:23 •- ; - Proje.ctNo: A9300756 Pagé 1-of -1- 5 1 Development No':. H Job-Address 1969 PALOMAR OAKS WY 'Suite ., 5271 0.1/0&/94 OC'U 01 -02 Permit Type PLAN CHECK REVISION C-PIMT 109-00 Parcel No: 213-092-2000 Lot#: - - Valuation: 0 -. Construction Type VN Occupancy Group H-6 1Reference# 93-512 Status ISSUED Description:4,1 HR WALLS UP TO CODE 2 Applied: 12/09/93 46 1 Apr/Issue 01/06/94 - ;.4 - Entered By: MDP; - Appl/Ownr PRIDGEN, BILL 619231-0751 S 701 B STREET SAN DIEGO, CA , 92101 Fees 'Require **PLQer & Credits - Fees: . 109/00 Zi 5 .'Adjuitrnents: - / •oo. - Totarets.:,'\ .00- Total Fees 109.'00 . TotP-me:). \ .00. S f. . S iance\b' \ -109.00' -- ! Uts dFet\ Ext fee Data ., T 109.00, jo RATED 1952 I : 4 41 '. •; S 5 5• - .- - . •. . - .4 _- • S • .5 _5_ - . . S-S I S. •_ 4 CITY OF CARLSBAD 5 ' * 2075, Us Palmàs Dr.,.Carlsbad, CA 92009(619)438-1161 - :' • 'I - - - -• - -. - •55 S. • 1. - . S .. . 5-, - - S - S I • • - ••- -- . 1' •- - S-S. 5_ _S - - S S.-- - - S . - . ..i 5, • '- - ESGIL CORPORATION ..: 9320 CHESAPEAKE DR., SUITE 208 . . SAN DIEGO, CA 92123 ' (619) 5601468 DATE: IZ- 5 — DAPPLICANT JURISDICTION 0 JURISDICTION: CI oF, PLAN CHECKER S []FILE COPY PLAN CHECK NO 5 5/3 P SET: UPS []DESIGNER PROJECT ADDRESS oH,-- PROJECT NAME 9af -c-t /'-j frcI-tf.. The plans transmitted herewith have been corrected where iJ necessary and substantially comply',with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's.building codes.whenrninor deficién- . ' • cies. identified . . are resolved and . . :..checked by building department staff. I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected : •• and resubmitted for a complete recheck. •. . • s - The check list transmitted herewith is for your information. :. • •. S • The plans. are being held at. Esgil'Corp. until .corrected • plans are submitted for recheck . EThe applicant's copy of the check list is enclosed for the • 0 jurisdiction to return to the applicant contact person The applicant's copy of the check-list has been sent to Esgil staff did not advise the applicant contact person that plan check has been completed U Esgil staff did advise applicant that the plan check has been completed.- Person contacted:.'. S 5 .• • : • • 5 • : S • Date contacted: S • Telephone I U REMARKS By -1 ___POL/i-? Enclosures -• ESGIL CORPORATION S / S • • S • -, S . - DGA 0CM Dpc ESGIL CORPORATION 9320 CHESAPEAKE DR., SUirz 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: jZ- /4'. .DAPPLICANT 1.lSDfT JURISDICTION: F CAL.-7 PLAN CHECK DFILE COPY PLAN CHECK NO: 3SZ. IF SET: ODESIGNER .PROJECT ADDRESS: P'Lo/-iA-.e O-S LJ4C. PROJECT NAME C H--i NtC,4Ef ,, The p):ans transmitted herewith have been -corrected where U necessayand 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 y building deparment staff t • D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and. should be corrected and resubmitted for ,a complete recheck. The check list transmitted herewith is for your information. L,J The plans are being held at Esgil Corp. until corrected plans are submitted for recheck E The applicant's copy of the check list is enclosed for the * jurisdiction to return to the applicant ,contact person The applicant's copy of the check list has been sent to ØfL. 71,c) 7o . z,o/ Esgil staff did not advise the applicant contact person that plan check has been completed. - - • j Esgil staff did advise applicant that the plan check has been completed Person contacted Date contacted Telephone A D REMARKS By:* pOL(NTC' Enclosures:, . ESGIL CORPORATION OGA 0cM DPc JURISDICTION: ________Date plans received by plan checker:_______________ PLAN CHECK NO.:Date plan recheck completed: y: 1& DOL 7Y7ij' PROJECT ADDRESS: TO: !31L( P1/PIAJ 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. PLANS 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: 3'L Coo,jL7OJ 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. G 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- r-Ro V / PE 17 7 '4/ LS' A) ti1VtJ 70 ,074-/ Al - h- 0 c t 1-19- VC t',c-r,o") /5 7-1,0 &-07J_ , ec-/i' 0 I IS, ,tr-r ,- i — m ,z.. 4S/i11. - S -7-0 Ld 1- 7W-t P ' - 77,1-& t -3 7, Form No. RPCS.41290 - - Air ConditioninE Commercial Residential Res. or Comm. '. '• - Fire'Sorinklers Total Value Datez Jurisdiction Prepared byi o Bldg. Dept. - VALUATION AND PLAN CHECK FEE o Esgil PLAN pl- CHECK NO._ 3-./Z __ BUILDING ADDRESS -I//0/-# _i4-/-S APPLICANT/CONTACT ,57LL.P((1J PHONE NO. C6 1i o73/. BUILDING OCCUPANCY DESIGNER PHONE____________ TYPE OF CONSTRUCTION V— /J_ - CONTRACTOR PHONE____________ BUILDING PORTION BUILDING AREA 'VALUATION VALUE - MULTIPLIER I /)V '13-5I1 Mo q30ch_, -, . ' . . H ' . . ,.' /_ . .•. I '.•'- S S - •• - - - S * .- -. '• '•' ,,ç - -, : STRUCTURAL CALCULATIONS - .' • DETAILS, FOR 5> — FIRE RESISTANCE DUCT SUPPORT , -SCHUMACHER BLDG I ARCHITECT: McGRAW/BALDWIN ARCHITECTS'' - - -S .'. * •!•.. , S •, I •.• .. -, -S . - . .5, -5. '.5 • I CONTENTS I CALCULATIONS • Y - 3 I -S. - S - -• DETAILS-. S .• -• -'•_.t . Dl, D2 • - I .5. - d S.-- •• .• --S - -S •• ••• - '- . -. • ' r I S-• , :' ,b.'•f• ;.••.. •.• orEasIo -. 1137 :1 I c (2)McGrawa1win Architects, Dcember 21,'1.993.. .- - ç4. • •. —L H . • ( ' - I - -.P - • -f (j•_r-F • c r tp LP VA 21 Si. CA 1p STEDMAN & DYSON -- . STRUCTURAL ENGINEERS • SAN DIEGO. CALIFORNIA- - - . .V -• .7:2 - ,: iflILiI Ll 55 I' 5- .HS5V 5-V 5 .. .V S .. L ' .V •- -• . :- . - . . - S U) 1*4 :'.Z ,} _(9 . : ,,.•.g 04 - ,.._ . V5• t . 5.5 : Li..: •.••- V .:..t:..z •iS55\1 V -I, S V S . 't I \• .V '.—itix •_•o-t Ul us V -z - \ •l___5 -.-- MY V V - 5; • -V - ___ -z(J 'xvw Io V V .T4fl1fliS O )(WIIQIL 1L V j V - -. - •• • V V V DUCY5,RECTAUL.AR-CEP4TER RACIN3 VC. I'9 V V V :, V - V 'V• V V - I . .... . . DUCT E YrcAL4 LOtL L 2AL OINL SI CT C0NC1Or(I)lWtP Mth t(Z) sIG4~IA. 'L%ZsIGA _14.1 0 TYPE I _ 15 ___ 4' SQ. L"lGGA Vt2IA. 'L'L%V'Lx I I4,If . y p ______ Q, 2'42.GA 2'i.l4GA. 'V I P '2.7 Q 3%IGA. '4A 9xIGA. All o T'P ! M 64' . 4i4I4GA. 44I4A.. *4I4k ___ TP E SQ. 4,d'ZGk 4s4'sItA 44i2.0 2."4'T YF E 21 (I) E HEUL.E. SHEET 40 F'Olk TYPICAL. C0NECTICN TO STg.IUCTUL. SUPPOKTIrGN1EMbEP..S. 2) MAX W.ITS OF DUCT OS COMJATIONS OF PUC7S LJA5 x'1' (3).THE DUCT M%. DIMEN51ON 5H A LL GOVERN WHAT C.ING I REQUIRED. EA.MFL.E: DUCT UPL.L.E 5KA.CE D O"5Q. DUCT. 1 SHE.ULEP N- 'RN TNULA. UC ,C)LJC-T iAiH09JWN1- AL. LS L.ONITLJ— IL. L SIU ING MrILcCfl (2) Z'1.iGGk 't1i'L"L*IGA. 'lZ.xIA 14' 1Y' 44xIGA jljjlxI G3A 'l!t*Q"LzlGGA. 0O too I TYPE ZO 54" SQ 40IZ A. 1*IGGP 2j22'Z IGA. PO Sal d TYPE.M 'Ll Z" SQ 1 4.x4,K iT6A SxxIGGA 5xsxi66A sk ô' TYPE % 64'SQ. 444 44IA. 4s 4 %I4 GA P0 'cQ 4- 4%4%vL6 ' -p 'L" DENOTES ANL. MIN.E' DIS1AN Fc AL.. HOLES IN 0 MA —I' '+ l iz" PLACE 'JTINDARD CUT WAHER5 E1WEEN H.E1METM. L.' 4LJT t—l8 56 11 4)—i la, DUCT,RECTAULAR-AClI'.Jc Im7w qu I7 I I I I I I I I I I 1 I H I - - - - - - - - - - - - - - - _ . IT LA •. _ _________ __ . - •.• i\I • •. • - ( 1/4 \\) • X • •'. • • A" -•, • i ----'•!i; _______ ____ • .•.• dL I. •. IL 0 j J) T _____ • L -T -1 (i •• "-c• • : • • • • •• •• • STEDMAN& DYSON * STRUCI(•R••I. ENGINEERS 9 SAN DIEO, CALIFORNIA- I r1T'' 4 I \Cc .1 H . .. Z I . • • - . .. - . I C P .:.-3O .: ..', . .. . . LLJ . 2:).. C'c,C) • . I + Lo tc>o Arb • I I . • . • .• Woo I<PC(2 - : 1 2 • U : • . . .. I . . . .?-'1 -, . • '• •. ..., I .1 . • I . . • - - . -. •• . - . . . DATE I1/'21193 - . I •. . - - * . • . • PROJECT NO. I . * . . ,1 •- • • - • . * . :°?•- • . LL . .• - . PACE • - . .• •, • : . • • ___ I OF I I I N 2SZ0 I A + 2 = (+ 'I ... U cn I LU LLJ i I L((/ I I S ...... S.. S ... , I I - I fl- U - . DATE - PROJECT NO. S ••• . -- S • . .5 . • , . .5 - S • • • .. • - PAGE I OF : - - c9jithn____ $ 11 I 7- * 0 c, Z. GN till If 14 - STEDMAN & DYSON _ STRUCTURAL ENGINEERS • SAN DIEGO, CALIFORNIA- 1 I I • I . t I I T ________ 0 1.. •.•••..• - •...rp'II H 5 / SUU A PUFfl SEAL OF F'QO - RXONE SALAHT Al A lit 1(4 Ct FOI?II(O ' / •;'. AMC lIt IXzltwALi GOP aD9AE / / / W FO - M iVMQ$ijciJ \ ------- Apcf pEJL woci ( SEALANT W1HAUN. /r mi cc FO1&4[D- \ N AROUND K DWAXIGAPCPO S L P1U+O'%IEJ GYP PIECE. N I—' TYPE XDRYWALL ( \IasIened at stud I -" I LAYER OF S/8* By% and roof. WK X DRYWALL ->L000 \/_ DEC 2)2 3METAL stuD TYPE WALL -2 112 MN. VICE STEEL CHNNEL STUC SPACED -' Cfty of RIEAD A MAX. 'OF 24 IN. 0. C. III - '0 ii 1x • SUPPLEMENTAL DRAWING Date: it I1'T ASI No: Project No: Project:' Hi)MAcHF McGraw/Baldwin Architects 701 B Street, Suite 440 ;.- - San Diego, CA 92101 - Telephone: (619) 231-0751 Fax: (619) 231-4396' - F1PRO. A/D FIREBARRIER .r • SCHUMACHER INC. -! _____ • GAP AT TOP OF RATED WALL. 2 'HOUR' F RATING BASED ONuLw18oc&3o42awjo5o, • fl-3--&C AV DEC- --93 WED 14:29 P.02 suchlyama & Kalno Dn5UJJInQ Mechanical Engineers Eng'rj...Jj4 . I—I Dew I2.-.-3 Job 4P14cHE7 - Title 5/i- 4c- VIIo/F.P. 14t)zI71OiL4 _o4_ - I - Pro l7Lr.) ILIJ• 1LD4J r1't C' po H. ET III 1/ JL H R1 IiII uIL U. IL Ilul FMA _IIIIVAIM p .41 I i'll ,/cf Uhl syll -. DEC City of CARLSBAD \i- WLDNGDPT. UL 2i-f' Lt 0, L-& - 'J% I I ry _ rrr (DE1 _ L136 1 _ 11 h1v VA 51 2. ii 1- Vg~ .4E44 ___ _ _ _ • _i H 1411 ---t Tr +1C 11-0p• I •. 41 Ii MTh11JP44Lk INTAL#L'_r I I V? rr : N -L' .iiiih.I I i I m ff ._. -. • - --..-.. -•• - .•___.. - -. . j. ct, REPLACE EXISTING C ILIG TILES WITH SMOOTH TYPE VINYL -T111ES IN THIS ROOM SUPPLEMENTAL DRAWING I N4 De: I4 I ASI No: Project No: McGraw/Baldwin Architects 701 B Street, Suite 440 San Diego, CA 92101 Telephone: (619) 231-0751 Fax: (61 a) 231-4396 'V I4 . - - -: :•.-••• - .: :. :•• . •:.. ::..•.. •. 4 - -•r ..-. ..:- . - ______________________________ __________ . LL 'z0 f 1• . - .14 I c C) f.49 C '.:. .• .- .:.:... :: . • '..:•. :- • -..: •. .' . •':' - Cf.H o-ko '-- : ' • . . LAM I . k-..... • .. -•. .-.j!L....X _ -i - -! McGraw/Baldwin Architects — 701 B Streets Suite 440 - SUPPLEMENTAL DRAWING :. San Dlego. CA 92101 .. Date: ASI No: Telephone: (619) 231-0751 Fax: (619) 231-4396 . Project No: Project: . . . . . . . . . . . . Liz, - x . •t • ............ Nc it I Ji.a II It 1.7 ij. Lr. J I I STEDMAN • • . STRUCTURAL ENGINEERS 0 SAN DIEGO. CALIFORNIA- 1 -p ( S :. - r - - - - - 4 - -------- - 7. .5•••. i-r i 4-a o cr. _ - ---- --- -------------_ 0 z CJD ci LLI p1< (1 Z z #' z rT1 .J 'S I I— (I I3V - - - - - -- H-- - -- DATE -- PROJECT NO. SUPPLEMENTAL DRAWING . McGraw/Baldwin Architects • Dale: C420 11'3 ASI No: 701 B Street. Suite 440 . PAGE Project No: San Diego. CA 92101 . Project: Telephone: (619) 231-0751 Fax: (619) 231-4396 OF S