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HomeMy WebLinkAbout2282 FARADAY AVE; ; CB930405; Permito u r 1 D 1 N G P ~ R ~ T T ,;., t-:'" ... ·.·JU J~ t ;-,; 1.) : ,:· '~! 1 ~ (! ,;: \_ J '/ , ,_.'. 7 '-I :; _l • _ : : I I;, Pt"u J1:-·c t 1\· _ : 1'-1 ') --~ :: ,~ ·_11:, 1_1 S'1~-;_:-~,:~t Jly::i;,:•: I1..JCt:_i~11-,l~IAI.: Tfl~Ar•rr I.i·~2F(CfVE:·.;£f,t~-i .:·a:c.-cl5:l ~,:1j: 2j__2-0t5_-:· :;-!),, -;_\_d:#: ilctlU,::ttl(,(!~ t,'3'.,1 '958 3289 07/27/93 ()(?01 01 02 (_·,:,r:st:c J.ct:i.c,n ''~::/!?'=': IIE·l (,,:·c;_ir;•atLC~l 1_::.rc.,up: 1:12/H :,;,·a 7 R,::•f r;;:.cenci,·#: I)t:•si::-ription: 26i:,6~ SF LAB :::s:c::. + 71_'() s~ ;,;L'.," : I-13 /}{7 o,~c!JPANCY App1,10wnr : DPR CONSTRUCTION 6)33 GREENWICH DRIV8 SA~ DIEGO, CA s21;2 6E: 5:?:7-707(1 r._,-,_OL,•1¥/T. ,~g-n -,1 ._, .. :i.1-3.c,:rUO ::1 t::1-·:u:c;: 1::;:.;,·_r.::~1) ·~1.,p: 1.,::',-i: ::· :• : '':: '~-: A~:.,~-_,. _-r_ ::; :J u. e : t : 7 / 2 7 t ) _r ;\;•I,:•.,• ,,-,·' -l , : • ;.: ,:;.._;_,,.:,' .~,-., 1'·:,,::.cted .', ('re.}-1 ts ' t, / ..... ~!~,,.--'.·~ "-,, -~ ~ ~,.,_) ,-::-'.' , :, ·_ ~ -~,...),.. ____ -· __ .... ------------..• _________________________ ,{ --,/-• ,, \ , ,. • I' ' F ;·.~ e ·_::; : ".:• ,:, r ,{.:r (! 0 , , . ' , ', • _, -I ':t ---• , Adjustments: G,:,S Piping Sy:..::tem Each Vacuam Breaker ;, PL!_ii.-_2,ING TOTAL Ent,?r "Y" for Electric Issu.e 1:"e,? 'l1hr1?<:: Phase 480 Pr::<i: Ai"12 -;, ELECTRICAL TOTAL Enter 'Y' for Mechanical Issue Fee> Install furn/Ducts E.:,ch H•_,c,d/fireplace Each Boiler/Compressor O·r t1t:•r t MECHA~ICAL TOTAL > t,:, ~-5 HP > > 5 3 5 (_I 0 l iJ U 0 0 n "' ('• .L ., 2 :. ..:i j_ l:~ u:·1 0 7.no -,, • n n 7.CU 7. 00 7 (1 !J . oo 0 _, . !) : ) t, 50 16 C., t_) • :_:!) ::: 0 • () 11 \• 7. ()1: 21.on _: s . :-i \; {i-i52.00 :;_ (l • (: ( I '/ :Lflll!J. (l(J :;_ :J l(l , (· :1 15.0U Y 1 '/i. :'10 16~2.SO 49.'",(J 112.U(I 51().00 .L':16(111:• FINAJ! APPROVAL CITY OF CARL~ ~&P. _g_:_ DATE -;z4/4i 2075 Las Palmas Dr., Carlsbad, Cl el<fA~AWl8fl_61 _______ , PLAN CHECK NO. City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 -V F.S'f. VAL,____U:>_/J_/J.c.-/ ~'----,,-(f'"O---.-~ PLANCKD /tp fo I VAIJD. BY~~:t--r,~-=,------ I. PfiltM.I I NP£ DATE:.._ _ ___,~~-.,_-..,,.._ ___ _ A -0 Commercial B -)(Industrial C -0 Residential ODuplex 0 New Bmldmg O Tenant Improvement 0 New Building l){Tenant Improvement D Apartment D Condo O Single Family Dwelling O Addition/ Alteration 0 Demolition O Relocation O Mobile Home O Electrical O Plumbing 0 Mechanical O Pool D Spa D Retaining Wall D Solar O Other ____ _ 2. PROJECf INFORMATION Address /J /J f:\ /1 CA nA I"\ t.._'-f "-Ji:;: . Bmldmg or Suite No. r.,~O t,; , ~P"'\V'°' \ 1 (~\?.AD., CA , ~ 2002> Nearest Cross Street PRJE::;, TL.--,' 'R() J Omt No. LEGAL DESCRIP'tlON torN674 . SulxhVISIOn N me/Number p~ t,,{A,p #>-1446! ll(; Soils Report D 1 Addressed Envelope Phase No. EXISTING USE PROPOSED USE DESCRIPTION OF WORK SQ. Ff. '2k, 001 ADDRESS '?72-i \.l ~Y'iP1, #-G CITY~A.. ~ STATE CA.. ZIP CODE ~1'G75 DAYTELEPHONE 75S~ G8l 4. APPUCANI OWf-JtRACIOR DAGEN I FOR WNIRACIO!i: _..,µowNER DAGEN I FUR OWNER NAME {.S~~ i?t-t~R.>-(ACEi.Jm.:;:..,l-S ADDRESS ,·L,~'-?>2-ir~4~ A}..Jf;: CITY ~l?./,0 STATE CA ZIP CODE c,U:1)~ DAY TELEPHONE DCX:6(;: Si.U.Jt::-/JA. S. PltOPER'IY OWNER . . . . NAME rs.<;. ~A,CeU'U.AL-!:> ADDRESS 2-Z<-?> 2. rA.~'f NJE. CITY ~~~D (A, STATE 6. ~~1tAciUR D'PR STATE~. STATE UC.# DESIGNER NAME ~\ /i.,s~(.A"tE':::, ZIP CODE e)2,.C()'r:, DAY TELEPHONE 4 ?~ -,Z.Z,(,<) ADDRESS G·:?7?? <=t/2..~)J U:.,g::..i,t OJ?.. #;--\ 70 ZIP CODE '?'J,!; V...,. DAYTELEPHONE '5<'5] -70"70 UCENSE CIASS CITY BUSINESS UC. # Hlu'i ,\.t)~ ltC.:... . 1 ~~ t '-~ \. ' CITY$Cl..-At-JA. ~ STATE CJ::.... ADDRESS ?,2-l IJ . ZIP CODE :)2675 DAY TELEPHONE t5$•~ STATE UC.# 1. WOltkEltS' WMPENSJrnON Workers' Compensation Declaration: I hereby afhrm that I have a cert1hcate of consent to self-msure issued by the Director of lndustnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POUCY NO. EXPIRATION DATE Ceruhcate of Exemption: I certify that m the performance of the work for which this permit 1s issued, I shall not employ any person many manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE A. oWNkR-80MkR DEcf.ARA11oN OWner-Bmider Declaration: I hereby afhrm that I am exempt from the Contracto?s License Law for the followmg reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's 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.). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's 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). D I am exempt under Section ________ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). SIGNATURE DATE COMPLETE 'rnis SECTION FOR NON-RESIDENTIAL BUilDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? ~ YES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? \IA YES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES I& NO IF ANY OF TIIE ANSWERS ARE YFS, A FINAL CERTIFICATE OF OCX:tJPANCY MAY N<Jf BE IS.SUED AFTER JULY I, 1989 UNUSS TIIE APPLICANT HAS MET OR IS MEETING TIIE REQUIREMENTS OF nm OFFICE OF EMERGENCY SERVICES AND TIIE AIR POUUTION CDN1ROL DISIRICT. 9. OONSIROCllON rmmmc AC£NCY I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) CIVIi Code). LENDER'S NAME LENDER'S ADDRESS to. APPLICAN 1 CER't'MCA'fiON I certify that I have read the application and state that the above mformatlon 1s correct. I agree to comply with all City ordmances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I AISO AGREE TO SAVE INDEMNIFY AND KEEP HARMLF.'iS TIIE crrv OF CARLSBAD AGAINST AIL IJABIUTIF.S, JUDGMENTS, CDSTS AND EXPENSES WIIlCH MAY IN ANY WAY ACDUJE AGAINST SAID crIY IN CDNSF.QUENCE OF TIIE GRANTING OF TIIIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPIICAtrti'r~~NATURE DATE: 2/4{ ') 7 YEU.OW: Applicant PINK: Finance r c ), f' (' ,k :ti:-o 3 ;;JD 5 0 ~ .07/27/93 14:04 rPage 1 of 1 [Job Address; 2282 FAPADAK AV ER tPermit Type: SEWER -OFFICE/WAREHOUSE tParcel No: 212-061-33-00 " Description: 32105 SF LABORATORY ISIS P E R M 1 T Suite: : 11,024 OFFICE, 15,840 LABS, 703 NEW HW Permitee: ISIS PHARMACEUTICALS 2292 FARADAY AVENUE CARLSBAD, CA 92008 619 431-2369 ' . . . . CITY OF CARLSBAD Permit No: SE930055 Bldg Planck#: CB930405 3289 07/27/93 0001 01 02 C-PRMT 2563-00 Status: ISSUED Applied: 07 /·Z0/9 3 Apr/Issue, 07/27/93 Expired: Prepared By: HE 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT# CB930405 CITY OF CARLSBAD INSPECTION REQUEST FOR 02/08/94 700 SF NEW DESCRIPTION: 26864 SF LAB ISIS+ H3/H7 OCCUPANCY TYPE·: ITI STE: INSPECTOR AREA TP PLANCK# CB930405 OCC GRP B2/H3/H7 ·CONSTR. TYPE IIIN LOT: JOB ADDRESS: 2282 FARADAY AV APPLICANT: DPR CONSTRUCTION CONTRACTOR: OWNER: REMARKS: MH/C~IG/597-7070 SPECIAL INSTRUCT: TUES PM AFTER 1 PHONE: 619 59772-7070 . PHONE: PHONE: INSPECTOR --------------- 30 PREFERRED TOTAL TIME: --RELATED PERMITS--PERMIT# CB930573 SE930055 FA930018 AS930058 TYPE MISC swow FALARM ASC STATUS ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final structural Ae_ _________ _ 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ±--- ------------------------------------------------------ ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 012794 Final Combo co TP VERT SEALER FOR H OCCPY 122993 Rough Electric co TP H BLDG 122993 Final Electrical co PK 122093 Final Combo PA TP B-2 PORTION/SEE NOTES 121693 Final Electrical PI TP GEN START UP ONLY 121'593 Final Combo PI TP FINAL WALK THRU 121493 Final Combo PI TP PRE-WALK 121393 Final Combo NS PK 120993 Final Combo NR PK 120993 Final Combo PI TP PRE-WALK 120893 Final Structural CA PK RES 12/9/93 PER PK 120793 Rough Combo PI ·TP FINAL PRE WALK 120393 Frame/Steel/Bolting/Welding CA TP 120293 Rough/Topout PI TP 1ST FLR CEILING 120293 Rough E.lectric PI TP 120293 Rough/Ducts/Dampers PI TP 120193 Final Combo PI TP FINAL PRE-WALK 112393 Rough Combo PA TP 1 HR CORR/FINAL PRE WALK 111693 Final Combo PI TP PRE-WALK 111693 Gas/Test/Repairs PA TP GAS CONNECTIONS 111593 Exterior Lath/Drywall AP TP 111093 Rough Combo PI TP 1ST FLOOR WALK THRU 1109·93 Gas/Test/Repairs AP TP PERMIT# CB930405 DESCRIPTION: 26864 H3/H7 TYPE: ITI CITY OF CARLSBAD INSPECTION REQUEST FOR 11/02/93 SF LAB ISIS+ 700 SF NEW OCCUPANCY STE: INSPECTOR AREA TP PLANCK# CB930405 OCC GRP B2/H3/H7 CONSTR. TYPE IIIN LOT: JOB ADDRESS: 2282 FARADAY AV APPLICANT: DPR CONSTRUCTION CONTRACTOR: OWNER: REMARKS: MH/431-8422 PHONE: 619 597-7070 PHONE: PHONE: INSPECTOR FLOOR -6'e.......a..---------SPE~IAL INSTRUCT: FINAL T-BAR GRID 2ND TOTAL TIME: --RELATED PERMITS--PERMIT# CB930573 SE930055 FA930018 AS930058 RW930065 TYPE MISC swow FALARM ASC_ ROW .STATUS ISSUED ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 14 ST Frame/Steel/Bolting/Welding ,4/7 -1.::f_ _ 7 _/4/._';o-U_f ___________ _ -1:!i__ ----------------A~--------------'---- -1.2_ -~ ----------- DATE 102993 102993 102893 102893 102793 102793 102693 102693 102693 102693 102693 102193 102193 102093 102093 102093 102093 101993 101993 101893 101893 101893 101893 101593 101493 ****-* INSPECTION HISTORY ***** DESCRIPTION Frame/Steel/Bolting/Welding Rough/Ducts/Dampers Rough Combo Rough Combo Interior Lath/Drywall Rough Combo Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Rough/Ducts/Dampers Interior Lath/Drywall Rough/Topout Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough/Topout Rough Electric Interior Lath/Drywall Frame/Steel/Bolting/Welding ACT INSP AP TP PA TP AP TP AP TP PI TP AP TP AP TP AP TP AP TP PI TP PA TP PA TP PI TP PA TP PA TP AP TP PI TP AP TP PI TP. PI TP PI TP PI TP PI TP PA TP AP TP COMMENTS T-BAR, 2ND FLR 2ND FLR CEILING 2ND FLOOR COMPLETE T-BAR GRID 2ND FLOOR MISC CEILING, EXHAUST SYSTEM 1ST FLR CLEAN RMS, CORD FUT CEIL GRID COOK AREA,CLN RM WALLS PANELS LAB HOOOD EXHAUST SYSTEMS 1ST FLOOR EQUIPT YARD EQUIPT 1ST FLR MISC CLEAN RM 2ND FLR WTTR ROOM ROOF 1ST FLR LAB AREA, CLEAN RM 2ND FLR DUCTS 1ST FLR, ALL AREAS GEN WALLS 1ST FLOOR (ALL AREAS) METER RM WALL,CLEAN RM PERMIT# CB930405 DESCRIPTION: 26864 H3/H7 TYPE: ITI CITY OF CARLSBAD INSPECTION REQUEST FOR 09/21/93 SF LAB ISIS+ 700 SF NEW OCCUPANCY STE: INS_PECTOR AREA TP PLANCK# CB930405 OCC GRP B2/H3/H7 CONSTR. TYPE IIIN LOT: JOB ADDRESS: 2282 FARADAY AV APPLICANT: DPR CONSTRUCTION CONTRACTOR: OWNER: REMARKS: MH/431-8422 SPECIAL INSTRUCT: FIRE TAPING 1ST & 2ND PHONE: 619 59£/7-7070 PHONE: PHONE: INSPECTOR --.~---------MECH 2ND U/G PRESS TEST TOTAL TIME: --RELATED PERMITS--PERMIT# CB930573 SE930055 AS930058 RW930065 TYPE MISC swow ASC ROW STATUS ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 17 ST Inte;r-ior Lath/Drywall ~ ___ ,:i. ____ ,J2_PL..A....:...=.;a.=..-=()--~ __ :.it: __ 1?e>'==::;......;:.J-:......a...~="-'-""'i:--- /h Afe ~,:::ru<.... ser. (A/yJI,,{,$ io/ = --------------------~ -=--------c .... ~---/---t---=17--=--~___._~=~...acT?:. ..... "..f=~---A-~-14---- ------------------- ***** INSPECTION HISTORY***** DATE 091693 091693 091693 091693 091493 091493 091393 091393 091393 090993 090993 090893 090293 090293 090293 090293 090193 083193 083193 082793 082693 082493 082493 08249.3 082493 082093 DESCRIPTION Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough Electric Shear Panels/HD's Interior Lath/Drywall Frame/Steel/Bolting/Welding Insulation Rough Electric Underground/Under Floor Frame/Steel/Bolting/Welding Underground/Under Floor Ftg/Foundation/Piers Frame/Steel/Bolting/Welding Interior Lath/Drywall Underground/Conduit-Wiring Ftg/Foundation/Piers Frame/Steel/Bolting/Welding Interior Lath/Drywall Underground/Under Floor Frame/Steel/Bolting/Welding Underground/Conduit-Wiring Frame/Steel/Bolting/Welding Interior Lath/Drywall Interior Lath/Drywall Ftg/Foundation/Piers ACT INSP AP TP AP TP AP TP AP TP AP TP AP TP AP PK NR PK AP PK NR TP NR TP AP TP AP TP PI TP AP TP AP TP PA TP PA PK PA PK AP PK AP TP AP TP AP TP AP TP AP TP AP TP COMMENTS 2ND FLR WALLS(N/INCL CORR) PLATFORM@ REAR ER 12 OCCP SEP 3.5 TO END, RM #123 WALLS 2ND FLR, OCCP SEP WALL T/U PANELS FOR UTL RM UPPER LINE 2 TO 3.5 CEILING RM #122 1 HR WALLS 2ND FLR 2ND FLR EXT WALLS FOR INSUL TEST CONTNMNT INS PIPING SLAB UTILITY YRD RM 122, WEST UP/SOUTH LOWER CONDUIT UTILITY YARD SLAB@ UTILITY YARD ND CONFIRM STUD BRACING RM 122 MEZZ LID (D-E) (1-6) UTL YRD 1% GRDE OVRSZ NO SUM TMI BLKING FOR MECH/DUCT SUPP UTILITY YARD RED IRON FAN RM FAN RM #123 ONE SIDE SOFFIT@ EXT/INT OF MEZ FTNS FOR MEZ.SUPP REPAIR ,. CITY OF CARLSBAD . PERMIT# CB930405 DESCRIPTION: 26864 H3/H7 TYPE: ITI INSPECTION REQUEST FOR 10/05/93 SF LAB ISIS+ 700 SF NEW OCCUPANCY INSPECTOR AREA TP PLANCK# CB930405 OCC GRP B2/H3/H7 CONSTR. TYPE IIIN JOB ADDRESS: 2282 FARADAY APPLICANT: DPR CONSTRUCTION CONTRACTOR: OWNER: AV STE: LOT: REMARKS: MH/43~-8422 SPECIAL INSTRUCT: ~:::!~:: 597/ ---=~-------- TOTAL TIME: --RELATED PERMITS--PERMIT# CB930573 SE930055 AS930058 RW930065 CD LVL DESCRIPTION 11 17 34 44 ST Ftg/Foundation/Piers ST Interior Lath/Drywall EL Rough Electric ME Rough/Ducts/Dampers TYPE MISC swow ASC ROW STATUS ISSUED ISSUED ISSUED ISSUED ACT COMMENTS -.l1f!_ /4vrl frn;t:' vr/L.~ C..MV wAlL 1ffL1ff AP~ ~1~!:P __ p~~-~ll ___ w. ____ ~_L-L~I __ J ______ _ PL ... trJ,"'"'v'-'t:C~/ff.='I-IL-=----------r71 :-: ~' l'71,../L-,, --b----.a....,-..;;.._.'-------------------------------------------------------------------- ***** INSPECTION HISTORY***** DATE DESCRIPTION ACT INSP COMMENTS 093093 Frame/Steel/Bolting/Welding PI TP FIRST FLR PART 093093 Interior Lath/Drywall· PI TP FIRST FLR 2HR LOWER 093093 Rough Electric PI TP FIRST FLR PART 093093 Rough/Ducts/Dampers PI TP 2ND FLR 092993 Interior Lath/Drywall AP TP OCCP.SEP WALL(N.SIDE)LINE 092993 Interior Lath/Drywall AP TP HIGH WALL@ ORGANIC LAB 092793 Frame/Steel/Bolting/Welding PI TP GENERAL DN STR 092793 Interior Lath/Drywall PI TP DN STR DMZ WALL 092793 Rough Electric PI TP GENERAL DN STR 092393 Underground/Conduit-Wiring AP TP DOUBLE CONTAINMENT TEST 092393 Ftg/Foundation/Piers AP TP SLAB PREP@ GAS LINE U/G 092293 Interior Lath/Drywall AP TP 2ND FLR BATHS 1-3 092293 Rough Electric PA TP 1ST FLOOR WALLLS /N/INC CORR 092293 Rough/Ducts/Dampers PI TP 2ND FLR 092293 Frame/Steel/Bolting/Welding PA TP 1ST FLR WALLS N/INC/CORR 092293 Gas/Test/Repairs PI TP CORR PENT GRID 1-2 LINE L 092193 Interior Lath/Drywall AP TP 2ND FLR OFFICES & ROOMS 092193 Insulation AP TP 2ND FLR EXT WALLS 092193 Rough/Ducts/Dampers PI TP CEILING DUCTS & PLMNS 092093 Rough/Ducts/Dampers PI TP CEILING 092093 Frame/Steel/Bolting/Welding AP TP WALL CAP SEP WALL 2ND FLR 092093 Rough Electric AP TP WALLS 2ND FLR 092093 Underground/Under Floor PI TP CONTAINMENT PIPE TEST (START) PERMIT# CB930405 · CITY OF CARLSBAD INSPECTION REQUEST FOR 10/05/93 700 SF NEW DESCRIPTION: 26864 SF LAB ISIS+ H3/H7 OCCUPANCY TYPE: ITI JOB ADDRESS: 2282 FARADAY AV STE: INSPECTOR AREA TP PLANCK# CB930405 OCC GRP B2/H3/H7 CONSTR. TYPE IIIN . LOT: ***** INSPECTION HISTORY***** DATE 091793 091793 091793 091693 091693 091693 091693 091493 091493 091393 091393 091393 090993 090993 090893 0·90293 090293 090293 090293 090193 083193 083193 082793 082693 082493 082493 082493 082.49_3 082093 082093 082093 081993 081993 081893 081893 081893 081293 081293 081193 081193 081193 081193 080693 080593 080593 080493 080493 080393 DESCRIPTION Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough Electric · Shear Panels/HD's Interior Lath/Drywall ·Frame/Steel/Bolting/Welding Insulation Rough Electric Underground/Under Floor Frame/Steel/Bolting/Welding Underground/Under Floor Ftg/Foundation/Piers Frame/Steel/Bolting/Welding Interior Lath/Drywall Underground/Conduit-Wiring· Ftg/Foundation/Piers Frame/Steel/Bolting/Welding Interior Lath/Drywall Underground/Under Floor Frame/Steel/Bolting/Welding Underground/Conduit-Wiring Frame/Steel/Bolting/Welding Interior Lath/Drywall Interior Lath/Drywall Ftg/Foundation/Piers Frame/Steel/Bolting/Welding Interior Lath/Drywall Ftg/Foundation/Piers Underground/Conduit-Wiring Ftg/Foundation/Piers Underground/Under Floor Rough Electric Ftg/Foundation/Piers Ftg/Foundation/Piers Interior Lath/Drywall Sewer/Water Service Rough/Topout Rough/Topout Ftg/Foundation/Piers Ftg/Foundation/Piers Rough/Topout Roof/Reroof Underground/Conduit-Wiring Ftg/Foundation/Piers ACT INSP AP TP AP TP PI TP AP TP AP TP AP TP AP TP AP TP AP TP AP PK NR PK AP PK NR TP NR TP AP TP AP "TP PI TP AP TP AP TP PA TP PA PK PA PK AP PK AP TP AP TP AP TP AP TP· AP TP AP TP AP TP AP TP AP TP AP TP AP TP AP TP PI TP AP TP AP TP AP TP AP TP AP TP AP TP AP TP AP. TP AP TP AP TP AP TP NR TP COMMENTS 2ND FLR WALLS 2ND FLR WALLS 2ND FLR WALLS(N/INCL CORR) PLATFORM@ REAR ER 12 OCCP SEP 3.5 TO END, RM #123 WALLS 2ND FLR, OCCP SEP WALL T/U PANELS FOR UTL RM UPPER LINE 2 TO 3.5 CEILING RM #122 1 HR WALLS 2ND FLR 2ND FLR EXT WALLS FOR INSUL TEST CONTNMNT INS PIPING SLAB UTILITY YRD "RM 122, WEST UP/SOUTH LOWER CONDUIT UTILITY YARD SLAB@ UTILITY YARD ND CONFIRM STUD BRACING RM 122 MEZZ LID (D-E) (1-6) UTL YRD 1% GRDE OVRSZ NO SUM TMI BLKING FOR MECH/DUCT SUPP UT°ILITY YARD RED IRON FAN RM -FAN RM #123 ONE SIDE SOFFIT@ EXT/INT OF MEZ FTNS FOR MEZ.SUPP REPAIR 1 HR DMZ WALL GRID 1-2 B-C 1 HR DMZ CORR SIDE INT GRADE BEAM U/G@ UTILITY YARD UTILITY YARD ADD SINK_ ELEC SUB RM . PIER FTNS UTILITY YARD PIT BASE SLAB UTILITY YARD WASTE . WATER PRESSURE MANIFOLD REIN 2 F3M PIERS PIERS FTNS Fl,F2,F3 COMPLETE GRID LINE 1-3 WASTE & FUSESEA PLATFORMS FOR ROOF EQPT CONCRETE GUTTERS (SEE NOTES) ,, PERMIT# ·CB930405 DESCRIPTION: 26864 H3/H7 TYPE: ITI JOB ADDRESS: 2282 CITY OF CARLSBAD INSPECTION REQUEST FOR 10/05/93 SF LAB ISIS+ 700 SF NEW OCCUPANCY FARADAY AV STE: INSPECTOR AREA T.P PLANCK# CB930405 OCC GRP B2/H3/H7 CONSTR. TYPE IIIN LOT: ***** INSPECTION HISTORY***** DATE 080393 073093 073093 DESCRIPTION Underground/Conduit-Wiring Underground/Under Floor Sewer/Water Service ·. ACT INSP AP TP AP TP AP TP COMMENTS U/G FEEDS FOR SWITCHGEAR WASTE &.LAB WASTE LINES WASTE ONLY r,n~ s C! r::: :.:r; L,c; D-: ~ I :;.e;: c-:·:: r:: !~{ ~ ::.'.-\":' E_--:./..a::1/~2--6:;;....;:;,,._/4'3...,_...______ :: !l S? E c:-c n ~ I I ---='--------------- . ::: s:~-r::1 1 --------- ~CD ADORESS __ ~-z,=-=~~f::2-:=::"--'-~6~a~~~~A~4~~~~7'---------------------- ':':: :::;: l\ll.fl.I VE : _______ T IllE LE.AVE : _________ _ CD L·/L DESCRIF'l'IOU ,\CT CC!U1EHTS &'..k:. 7o ~-;,s--:--,,,c:'4}/277~ IP;4-/.J'V/~(;JHI -r-I j h" 7 z?'~lt7~ /V'"b l ~t.v6c-A.Jo ~ ~-s: ffiF -r./-~-y...,,-A~. r//t,-L ~ A-,}/ Y~ ~ Y.:f',~ ~ ~ "J?-2_.. .4"':',LJ t,;v/1.L /Y7PJIV/"17N'l-~ "'"/d,4,w'~ ..l--f7""t:,,v'I.,,~ /i,J / ~~IC) ',,pve,.'(/J?v-/l I P fu'1.. TITS G/1!3/09 ... ·.----:-. -- .,, . .,, ' DEPT: BUILDING RECEIVED -( fl . FINAL BUILDING INSPECTION . -DECO 9 1993 / ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB930405 PERMIT#: CB930405 . PROJECT NAME: 26864 SF LAB ISIS+ 700 SF NEW H3/H7 OCCUPANCY ADDRESS: 2282.FARADAY AV CONTACT PERSON/PHONE#: MH/ISIS/431-8422 SEWER DIST: CA WATER DIST: CA DATE: 12/09/93 PERMIT TYPE: ITI INSPEC)+ED BY: ~ . :}3ee..uL DATE INSPECTED: c9t ~ l '!,cf APPROVED ~ DISAPPROVED INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: ___ APPROVED . DISAPPROVED DATE INSPECTED: ___ APPROVED DISAPPROVED TO WEATHER ENGR P.0~ DELTA-T SYSTEMS, INC. COMMERCIAL AIR CONDITIONING EQUIPMENT 6650 FLANDERS DRIVE, SUITE L SAN DIEGO, CA 92121 PHONE (619) 452-1948 FAX (619) 452-1997 weather E~gineering 7199 Alvarado Road La Mesa, CA 91941 Attention: Dave Draper Reference: ISIS Carlsbad Fan Coil Units Dear Dave, October 25, 1993 This letter is in response to the request for U.L. labeling of belt drive fan coil units. Due to the numerous combinations of motors, coils and sizes these units do not carry the U.L. label just as belt drive air handling units do not. Please call if I can be of any help. Sincerely, DELTA-T SYSTEMS I I TGR:e TOTAL P.01 • OCT 22 '93 09=39AM P.1 <1'!HD. Southern California Air Conditioning Distributors 16900 l:. Chestnut Street Bakersfield Branch San Diego Branch City oflndustry, CA 91745-18!8 P.O. Boll 1111 La Puente, CA 91749-1 l ll Telephone {818) 854,4500 5850 District :aoulevard. Suite4 Bakersfield, CA 93309-2136 (805) 834-5921 San Bernardino Branch 825 East Cooley Avenue San Bernardino, CA 92408-2823 (909~ 796-541 S 9454 Chesapeake Drlvo San,Die,go, CA 92123-1353 (619) 278·9502 Oct. 22, 1993 Dave Draper Weather Engineering \ Dave, the following is a reapcnse from the factory regarding the use hf flexible conduit in our air cooled chillers. Ken Starrs is the application engineer out of SyracuseJ N.Y •• Please let us know if we can be of further assistance. Regards, Dave Porter scrum-San Diego DATE I Octobrar 22, 1993 · ... ··TC) ::. 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"" •• • ••••• ....... •r-•••,,.,,,.,:.!,,;::,,.,,. .. .,~ ........... .., •. ,~ ............ ,.;,~ .... ...",..;. . .,,,...,.;';;, ,.,. . ., ............................. _.,,. ....... .J.:.). .. ,,.C..:,;,,, ,,.,,,,, • '""' .• .. •'1•'•'""· ~ Worl~'s Largest Air Conditioning Maker ... •. 1 /~~~'@ ~ ~ ~ YdA :?;_{_~~ ~)--u Getinge International Inc. TECHNICAL SPECIFICATION rpJY,y" Getingc Proposal No.: 0192-iSIS ISIS PharmBccuticals Carlsbad, California QUALITY ASSURANCE, STANDARDS AND APPROVALS " ' .'. 2.1 Quality Assurance Getinge operates a rigorous quality assurance program in accordance with ISO 9000 (ISO 9001) procedures. These cover all aspects of our manufacturing operation from sale through mechanical and electFical design, software preparation, production, and final product testing. Our Quality Assurance Manual is available for inspection at our Lakewood facility. 2.2 Electrical and Mechanical Components and Systems Electrical and Mechanical components used in the construction of Getinge sterilizers meet or exceed relevant applicable NEC, CSA and UL standards. Finished assemblie~ are designed to comply with the standard for electric medical and dental equipment (UL-544). Additionally, all standard models are approved by ETL (Electrical Testing Laboratories Inc.). 2.3 Pressure Vessels The chamber would be designed and manufactured to meet or exceed the requirements of Section VIII, Division 1 of the ASME Code for Unfired Pressure Vessels. ASME form U-1 is furnished with the completed sterilizer. Certification plates are attached to the chamber. The chamber would be designed for a maximum working pressure of 45 psig (3 bar) and full vacuum. The chamber jacket would also be designed with a maximum working pressure of 45 psig. Vessels are hydrostatically tested at 50% overpressure in accordance with the ASME procedures. Independent testing and inspection, required by the code, is provided by the Hartford Steam Boiler Insurance and Inspection Company, of Hartford Connecticut. GE Ref: 6915AR2 Page 6 January 27, 1992 r;:.;t;;J ·~ Professional Service Industries, Inc. ~eP;-/ Page_1_ot_!::-American Engineering Division ~ '· INSPECTION REPORT cuENT ])?R f1vs.-re11ezzON DATE 7-/ -9,3 Architect .,54PTT: >'TE;JIGA/So/\/ Engineer 71/LLI.! D, 9i135L)AI Contractor. 72Pf: (]N,S7Z)/{!_11CJN /Ne!,,, INSPECTION MAT'L SAMPLING _OSHPD _ Concrete Cylinders _OSA _Cement _Specialty _ Mortar Samples _Mechanical _ Grout Samples _Electrical _ Masonry Prisms _Roofing _ Masonry Block _Concrete _ Fireproofing _Masonry _ Units (block or brick) _Struct Steel _ Asphalt Concrete _Prestress Cone _Roofing _Pile Driving _ Reinf. Steel _ Fireproofing _Steel _waterproofing _H.S.Bolts Non-Destructive _. _Tendon (PT Strands) QTY -- -- -- -- ---- -- -- -- -- -- -- -- -- '.,Z:soils Technician _Other t:J./Z. __ 'X-Other /IJ.3. 0 € .JO. 0 __ _ Batch Plant _ Bolt Pull-Out _Other -- REMARKS PROJECT (Name) /5/'5 'fl-lA((J.il/C£/J77CA. (Address) ~8:J.-.~y '"DR. {1gls 13&0; 64 REPORT NO. Do7-3 00 9.:2, Building Permit No ...... G..-"°!E ... '--'2...,.'3 .... oG~_,1~--3 ______ _ Plan File No, _______________ _ Govt. Contract No. _____________ _ OSA or OSHPD #-------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHEC11ST _ Rinf.: Rebar -~ Plan & Specs 9/J 4) ~ 96 /4 _ Rinf.: W.W.F. _ Clearances ;t?.i't _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _ H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing _ Other _ Corrective action required __ _ Corrections completed (1--1 -q a) 7i'al25Dt1 y : ()If 511£ lf,,e Ms·am rzCAI i -za-~ ~ r ELECT1?1o; ---ZU-Nef/ l31Jt)::;;u 1 &e,tt i h/Esr S/PE tJr .iL.o&. 0/JSf&JIAVaAI;. !Vm-11/£ :51J1L ,?LACE.I.) lb: Z" /8 11 brrs t?r E?Ec:r: 7/2EAIC8,. ~br {bMff)CTBJ )211-rf/ 5f/E.£,PS ~, t1N ~tJE EJ!fd::J/~£. ~10~-?; ?LA(E#ENT t2F Soil.- ~ / ', S'T&cl;PILE 11/lfrEPil? f'" J.llx;E,o D DATE---+-----..!..7-......t.-/~'-....:...f-=... ___ _ PSI B-900-170 .. REPO_RT OF FIELD COMPACTION TESTS DATE: 7-1--'1.:J TEST DATA: TEST NO DATE I . -/ -7.9 .f__ II ~-II i/. ,, 5. II s· -/1 TEST LOCATION: I ·7te&VC,L/ 8 '_,, r .,,1-// ;/ ,, MAXIMUM LAB ORY DENSITY /t?5 ,() r, I I ii II . -:sr -; -L/r-r - /lt-l -~ -hrr - 5, PROJECT: /5 iS r1!-AR}-JAC!.E/J77t:,IJL S OUR REPORT NO.: WATER CONTENT .)tJ, {j /5,o IN PLACE ORY DENSITY 100.0 101. '7 PER CENT COMPACTION COMMENT* c). A ;2.-A SANP<!.ONE. d-.A .)_A 5ANiX 0/IJf: J/.\ (5AN!A.'ON£ . // I" I / I -/..;;;-r - 1/ II /1 It I/ -r . _,/ -/,c;; // I/ i/ I/ // ,-I/ ,,ti t; . II // L -t-1Fr // II I/ ( ~IPPlJc dF ~.ENCH) NOTES: DENSITIES SHOWN: Lbs. per cubic foot * 1. FILL MATERIAL ©TEST RESULTS COMPLY WITH SPECIFICATIC WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil ID number. REMARKS:7£sr -/ I z. =-'16% ,?c4/v _ l1t.L u77-1£e:5 q--5~¼ _ ( Otlt"S 1.P E OF /3L.P~.) T£s-r S-rfl66€!2ED /Tr Y/JK./ol/S lo c1t-,10N s Ti2ol--/ tJAI~ rJll/()1/-1£/2.. ( f 10-~15') PSI A-100-2 (•) a:)BACKFILL B. RECOMPACTION REQUIRED 3. BASE COURSE C. TEST IS AFTER RECOMPACTION 4. SUBBASE 5. SOILCEMENT 6. OTHER J~y~~· Professional Service Industries, I. > RCV BY:xEROX TELECOPIER 7010; 7-20-93 8:07AM 6194380894;J:f 1 P. 0 1 JUL-:20-93 TUE 7:57 "J.. ~--.. j...- lf TO Al ASSOCIATES, ARCHITECTS 321 North Highway 101 Sulte C SOLANA BEACH, CALIFORNIA 92075 (619) 755-1381 FAX (619) 792-8.217 ;:, WE ARE SENDING YOU )( Attached O Under separate cover via..M ~'1 ~a _the followlng Items: f~ i. O Shop drawings D Prints D Plans O Samples O Specifications O Copy of letter O Change order D---------------~---- COPIES DATE NO. DESCRIPTIOl'I \ t\,t4\ +k t) C!.tJ+ ... pf-\~t ~ l~l .. p_~~O""'-. • i-,, THESE ARE TRANSMITTED as checked below; D For approval a For your use O Approved as submitted Cl Approved as noted 1l As requested O Returned for corrections 0 Resubmit_copies for approval D Submit_~coples for distribution CJ Return_corrected prints D For review and comment O ----·---~--~------------~- CJ FOR BIDS DUE~-~-----19 ___ 0 PRINTS RE:TURNED AFTER LOAN TO US REMARKS----------------------------------~-- COPY TO, _________________ _ ~ 40% Pro-Co1101.1rnor CQnto111 • 10% Poat-Conoumor Contont SIGN ED: ~.bit: ~t "v tt..,_ Sa..,...., if •nclo:111ro11 illrt not •~ n,:,Cod, l!lndly MtlfY 1111 1t onc11, RCV BY:xEROX TELECOPIER 7010; 7-20-93 8:08AM; _TUL-20-93 TUE 7:58 s.-:· ---~.,.,,. , .. ·7 6194380894;!=* 2 P.02 PLAN CHECK# ET0014 EST# H29451 COUNTY OF SAN' DIEGO DEPARTMENT OF HEALTH SERVICES DATE: 7/8/93 HAZARDOUS MA~SnIALS MANAGEM~NT DIVIsioN PLAN CHECK CORRECTIONS AND COMMENTS FOR UNDERGROUND STORAGE TANK FACILITY SITE NAME: ISIS PHARMACEUTICALS/DPR CONSIJ.'RUC'11ION S I'l1E ADDRESS: 2 2 8 2 FARADAY AVENUE I CARLSBAD, CA 92008 DESCRIPTION OF PROPOSED ACTION: SUPPLY FIRE DBP'r PERMIT. ' -· INSTALLATION OF THREE VAULTED STORAGE TANKS. PLANS REVIEWED AND APPROVED SHOULD YOU HAVE 'ANY QUES1!1IONS, PLEASE CALL MARY PETERS AT (619) 338-2207 ~o~ IIUUJ Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 DATE: 10-Nov-93 LOCATION OF PLACEMENT FIELD DATA Curb & gutter, north of building DATE POURED: TIME SLUMP, IN. AIR CONTENT, 0/o AIR TEMPERATURE, F CONCRETETEMPERATURE,F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 13-0ct-93 7:30 am 4" N/A N/A 82 14-0ct-93 Mark Baron COMPRESS!ON TEST RESULTS LABORATORY NUMBER 7846A 78468 7846C SPECIFICATIONS REMARKS: cc: PSI A-200-4(2) REPORT TEST DATE OF NO.: AGE TEST (DAYS) 027 7 20-0ct-93 28 10-Nov-93 28 10-Nov-93 I 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad TOTAL CYLINDER LOAD DIAMETER (LBS) (IN.) 88000 6X12" 122000 6X12" 120000 6X12" 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Superior Ready Mix DELIVERY TICKET NOffRUCK 13751 03/337 MIX# & PROPORTIONS 5596 CEMENT 560 WATER 325 FINE AGGREGATE 1379 COARSE AGGREGATE 1" = 1679 ADMIXTURE OBSERVATIONS CYLINDER COMPRESSIVE 0 Cylinders made by PSI representallve AREA STRENGTH (SQ.IN.) (PSI) D Cylinders made by Others 28.27 3110 28.27 4320 0 Cylinders picked up by PSI 28.27 4240 representative. D Cylinders delivered to PSI laboratory by others. 0 Test results comply with applicable specifications D Test results do not comply with 3250 applicable specifications. lYPE OF FRACTURE, IF OTHER THAN CONICAL ___ _ Respectfully submitted, ./ Professional Service Industries, Inc. • 619/455-0544 • Fax 619/455-1170 Bergelectric Corp. November 10, 1993 City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA. 92009 Subject: ISIS Pharmaceuticals Work Order #4219 To whom it may concern: All the lugs and transformers have specifications. bolts in the switchgear, panelboards and been torqued to meet the manufacturers If you have any further questions, please contact our office. Very truly yours, CORPORATION Frank Beetson FB:dr 650 Opper Street, Escondido, CA 92029 Tel (619) 7 46-1003 Fax (619) 7 41-0918 #C 1 0-#85046 ' .. :~::Jf(. ·_ ..... ; .. ·~-. , ........ ~. ;~~~ .... ' . ··: .. :,..3,~%· t :.r-':.i'/•'. ~~ ~-·· I ~~[ ~ f: ~:f ! ~~· :..-;t . .:.: ~~~/~ ~r;~ ~i"(t .. I ?,.,, .. ~-r: I ~f-;; ;~~;. '°'Z~,. -?5~l,. ·=· ..... . '!~; .}¥t:·· -... , .. · ...... ·., ..... ··;:. . . .. ' ...... ,·.' .. · .·· .. ~ .;.,. . ·. ·/;~i:. " .. · .. . .... "!·~\'i~.~l'.ml~~~if R**ri -M~~'t1',;"*""'~~~~~~...,,.·~~'d"'--~~ ..... ·~·····--··· --~~-~--·-~.·' ...... ,. ,. ~·· ... , I~ • ...; • @GOES ,S6o No. 076867 Application N9. February 16, 1993 COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. 357 ELWYN TERRACE, MANHEIM, PA 17545 TELEPHONE (717) 664-2347 Gruenberg Oven Model T55H138.3SSPT Premisesof ____________________ as ______________ _ No. 2121 Street Reach Road · Town Williamsport County. Lycoming State Penna. Installed by Gruenberg Oven 208v, 3 phase, 53. 6KW, 60HZ. · Oven serial #18811. Unit has Apparatus 1n~s=p~e~c~t-e~a~~t~o~t~h~e_r_e~q=u~1~r=m-e~n~t~s~o~f~~t~h-e-~1~9~9~a~N~a~t~1-o_n_a~l~E~l~e-c~t-r-1~c-al The conditions following governed issuance of this certificate, and any certificate previously issued is cancelled. Failure to have the property reinspected when additional equipment or wiring is added; or within one year from date of the certificate shall void the certificate in its entirety and the company shall not be liable for any damages whatsoever; This certificate does not guarantee efficiency, wearing qualities, ma,intenance or repair and the company shall not be liable for any damages resulting from any defect or fault in the plans or specifications, including repair, recon.struction personal in- jury or for the death of any person; and This certificate only covers visual inspection of wiring and does not cover manufacture or use of wiring. Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated, the Company shall have the right to revoke the certifica~ . · · · ~ • ..:.J.,,(,,,P....,t_LJ-nspector NAME TITLE ·1 ~~f .. · 'PR r/f) ) ·. · Construction Inc. REQUEST FOR INFORMATION RFI NO.: /0/ _....a..... _ _.__ ___ _ TO: fu JJkU,.. ATTN: 619-597-7070 Fax: 619-597-7001 6333 Greenwich Or., Suite 170 I San Diego, CA 92122 415-592-4800 Fax: 415-592-1167 555 Twin Dolphin Dr., Suite 260 / Redwood City, CA 94065 916-568-3434 Fax: 916-568-3442 1832Tribute Road, Suite C (Sacramento, CA95815 ~. ~~[® DATE: \~0\1:::, DPR JOB NO. q~ PROJECT: ~ Bl,JA;, Z,§Z, SUBJECT: bai.9'.2A.TDL SPEC SECTION/DRAWING NO./DETAIL: --l"L TO AVOID DELAY, REPLY REQUIRED BY, 5 ~ cc: ~rr: ~~, A-r: (J('l:'/ ~w~A ~ BY: DATE: -----------------------FIRM: ____________ _ R.E. WALL & ASSOCIATES ,. INCORPORATED December 9, 1993 Scott Stevenson AI Associates 321 N. Highway 101, Suite C Solana Beach, CA 92075 Re: ISIS Dear Scott: Regarding the connection to the 1000A ATS. The electrical contractor should have coordinated the connections with the ATS manufacturer prior to installation. However the use of the type YE-P copper compression adapter is acceptable by R.E. Wall and Associates at this time at no charge to the owner. If you have any question please don't hesitate to call me. Enrique Guzman EG/mw cc: Kraig Brink DPR Construction Inc. 84217Ll.mw Registered Electrical Engineers 5830 Oberlin Drive, Suite 304 San Diego, CA 92121 Fax 6 l 9-625-0204 6 l 9-625-0200 • ·1 I i .j :: t i I I ._I , ,. .. c0 • d 71:U.OJ. J r&=if-17/t · · · COMPRESSION : . ,:· :: . . .' ~BURNCY .. an FCI Company ~·. .::·. 0 •NoOOOO-- WtllRAll.lC11lOll "tmUl(l 0:.NQQII A CUI !fCMll'll .. *MB C()CIE MIY 111A I L • OIi al!E ~ 20smco W5 ,31 .9' us . 1.C8 6, BUCK '13 ~ S.OSl'RCU HS) 35 153 .t.00 2.25 .S2 00.00: YE29!'3IMl .2SOloti N2!,Q .lit 11JI 2A!l 1.08 15 .. YeJ.!JI( ~ fflil:ri(lJ tm) ,S8 1.12 art 1Ji6 Jl8-: la) 18 . ~ .«Xl,ICIII aJ 8400 5> 1.19 S.18 1~ .95 .. BUft: 19 ~ (,(l)l(2tll(lJ Bl. 131 3.42 1511 UXi llROMI 20 . ~ fmletlllOJ .ti:! 1m 178 1.!i6 1.19 t.H:tN 22 ~ «x'llcmlCU .78 1SI !18 1.56 1.19 l3Al:l:N 22 C:0"d DS81:f:t,, 01 ~., IIUl!.IJ Professional Service Industries, Inc. · REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 DATE: 30-Aug-93 LOCATION OF PLACEMENT F!ELDDATA Grade beam at gridline 3, between C & D DATE POURED: TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, F CONCRETETEMPERATURE,F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 19-Aug-93 1:30 pm 31/2" N/A N/A 78 20-Aug-93 Kevin Gee COMPRESSION TEST RESULTS LABORATORY NUMBER 7262A 7262B 7262C SPECIFICATIONS REMARKS: cc: PSI A-200-4(2) REPORT TEST DATE OF NO.: AGE TEST (DAYS) 014 7 26-Aug-93 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad TOTAL CYLINDER LOAD DIAMETER (LBS) (IN.) 66500 6X12" PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix Concrete DELIVERY TICKET NO/TRUCK MIX# & PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) 28.27 2350 3000 0 D m D D D 355P/3000 psi 517 306 1355 1" = 1414, 3/8" =376 Pozz 322N -25.9 oz OBSERVATIONS Cylindors made by PSI repreeentallve Cylinders made by Others Cylinders picked up by PSI repreeentallve. Cylinders delivered to PSI laboratory by others. Teet results comply with applicable specifications Teet results do not comply with applicable epeclllcatlone. TYPE OF FRACTURE, IF OTHER THAN CONICAL ___ _ Respectfully submitted, .-, Professional Service Industries, Inc. 7940 Arjons Drive, Suite A • San Diego, CA 92126 • . Phone: 619/695-3730 • Fax: 619/695-6712 r::.;;;-;1 IKS.U Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 'I DATE: 26-Aug-93 LOCATION OF PLACEMENT FIELD DATA Elevation pit floor & 4 columns fooling DATE POURED: TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, F CONCRETETEMPERATURE,F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 13-Aug-93 . 7:35 am 2" @ pit 3" @ ftgs. N/A 66 79 16-Aug-93 J. Aarts COMPRESSION TEST RESULTS LABORATORY NUMBER 7188A 71888 7188C SPECIFICATIONS REMARKS: cc: PSI A-200-4(2) REPORT TEST DATE OF NO.: AGE TEST (DAYS) 013 7 20-Aug-93 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad TOTAL CYLINDER LOAD DIAMETER (LBS) (IN.) 109000 6X12" PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix Concrete DELIVERY TICKET NO/TRUCK 237499/528 MIX# & PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) 28.27 3860 3000 0 D [Kl D D D 355P/3000 psi 5.5sk Pozz OBSERVATIONS Cylinders made by PSI representative Cylinders made by Others Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory by others. Test results comply with applicable specifications Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ___ _ Re8pectful/y 8Ubmitted, / Profe88ional Service lndu8trle8, Inc. 7940 Arjons Drive, Suite A • San Diego, CA 92126 • Phone: 619/695-3730 • Fax: 619/695-6712 . Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 DATE: 03-Nov-93 LOCATION OF PLACEMENT DATE POURED: TIME SLUMP, IN. AIR CONTENT, % AIRTEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Equipment Pad lines 2. -A 06-Oct-93 9:30am 31/2" N/A 74 76 07-Oct-93 Fidencio Viramontes FIELD DATA COMPRESSION TEST RESULTS LABORATORY REPORT TEST DATE OF TOTAL CYLINDER NUMBER NO.: AGE TEST LOAD DIAMETER (DAYS) (LBS) (IN.) 7733A 024 7 13-Oct-93 104000 6X12" 7733B 7 13-0.ct-93 100000 6X12" 7733C 28 03-Nov-93 130000 6X12" 7733D 28 03-Nov-93 133000 6X12" SPECIFICATIONS 28 REMARKS: cc: PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix DELIVERY TICKET NOffRUCK 137 4403/339 MIX# & PROPORTIONS 355P CEMENT WATER" FINE AGGREGATE COARSE AGGREGATE ADMIXTURE Pozz OBSERVATIONS CYLINDER COMPRESSIVE [Kl Cylinders made by PSI representative AREA STRENGTH (SQ.IN.) (PSI) D Cylinders made by Others 28.27 3680 28.27 3540 [Kl Cylinders picked up by PSI 28.27 4600 representative. 28.27 4700 D Cylinders delivered to PSI laboratory by others. [Kl Test results comply with applicable specifications D Test results do not comply with 3000 applicable speclllcatlons. TYPE OF FRACTURE, IF OTHER THAN CONICAL ___ _ 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad CONFORMS PSI A-200-4(2) Respectfully submitted, / Professional Service Industries, Inc. 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • 619/455-0544 • Fax 619/455-1170 Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 DATE: 22-0ct-93 LOCATION OF PLACEMENT FIELD DATA Curb & gutter, north of building DATE POURED: TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 13-0ct-93 7:30 am 4" N/A NIA 82 14-0ct-93 Mark Baron COMPRESSION TEST RESULTS LABORATORY NUMBER 7846A 7846B 7846C SPECIFICATIONS REMARKS: cc: PSI A-200-4(2) REPORT TEST DATE OF NO.: AGE TEST (DAYS) 027 7 20-0ct-93 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad ' TOTAL CYLINDER LOAD DIAMETER (LBS) (IN.) 88000 6X12" 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Superior Ready Mix DELIVERY TICKET NO/TRUCK 1375103/337 MIX# & PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 3110 3250 5596 560 325 1379 1" == 1679 OBSERVATIONS 0 Cylinders made by PSI representative D Cylinders made by Others 0 Cylinders picked up by PSI representative. D i Cylinders delivered to PSI laboratory by others. D Test results comply with applicable specifications D Teat results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ___ _ R9Bp9ctful/y submitt9d, ./ Prof9sslonal Service Industries, Inc. • 619/455-0544 • Fax 619/455-1170 ., .. . ,._. ::: ' GROUND FAUL T_.,§~$Ti;'Y!,:~::'~t:;1 .> .: -~ < .>() . TEST REPORT:, · · ·· . · .,, .. . -, . ~ .-~.;:'· -= ~, : . . . CLIENT:~ r_ nG r::-, r ENGINEER:[ . /?oc .n_ I~ r.. ·' EJI JOB.NUMeER:., I...)'-=-'<-c.-t....-c..C "TYZ. IC-c::> er<-<-1.,;:. ;z_-z:3 :--: '.2..1 os: -. LOCATION; 1s1·s LA 1:-,,-. -:,.. WITNESS: JOI-\,.... LUF".T-" -~. DATE:'. :y., ... <j .J CArz. LS" B r-t v CA.LI F _ (~....ZG £<.~c!7<fC FolZd,_i,q,.J) IO-: 1-i .-93: · SWITCHBOARD MANUFACTURER -~:-<;rr(.MC_.1,.1 ~ ~~--· I ,G SHOP ORDER NO. -f:o0-"3o--:7o·Z..~-A·or1 ULNO. ' M <;; t/ ' ~ C.. 7 9-9 ~.c..t 9 MAIN OVERCURRENT DEVICE 2_ MFGR. /,if? · . ·: ~CUIT BREAKER Ql.....,..1="~sED SWITCH · {} S 1 G. ME. ,-.J S. · GROUNDFAULTSYSTEM ~ G<Sri)uAL z MFGR. ,,;:. ·-· z. D NEUTRAL-GROUND STRAP G·z·~RO -SEQUENCE ~ r"G._M(~},-.J $ ~- SERVICE ENTRANCE CONDUCTORS MAIN' BONDING JUMPER Z.''>-'ltt" > 4' t3u 5. · GROUND ELECTRODE CONDUCTOR 2x. 4/4~--D /\.:ki, 'I f"r I N>'TAl U:·D PER PHASE ~UJ:,AAL-GROUND LOCATION · U1'coRRECT D INCORRECT CONTROLPOWER2'°\NSF0RMER D CORRECTED BYCONTRACTOR .© tJ/A.. VA MONITOR/TEST PANEL OPERATION D-CORRECT D INCORRECT BREAKER/S~ REACTION TIME (RT) REDUCE~LTAG-E TEST (55% RATED VOLT-AGE) . · N/4 ~ DsEcONDS OcvcLES tJ//f.(Y D CORRECT D INCORRECT PIC~);Y; C-z!MENTZ7% PICK-UP CURRENT MINUS 25% ( _Efl AMPS) 4~ffi 4c;o S-zo AMPS_ ~o rn1P <coRREcT> D TRIP <1NcoRR~cT> MCM SYSTEM NEUTRAL INSULATION RESISTANCE TO GROUND OTHER ,,V-5°(:"'~c.yt 'C{A/l />"o/' r,.JN(;.('"7;,,i.,.J ,,q, ~o v,:::::.e. Fot2..,..t-j ( 40) MEGOHMS ,€,<;,., : v-Aee.. - TIME.CURRENT CALIBRATION TESTS PRIMARY CURRENT AMPERE-TURNS iJ-bO 5'"6o PERG!=NT PICK-UP { It;; /o l ...?S-7, /L/0 /o TOTAL REACTION RELAY TIME TIME TIME tJ.ZJ [J. lb 0,/0 MFGR. - TOLERANCE -Z. Jv'\tlf,-..1 CCr. 'i]KR. 1-(P.S l1-.JT~6IZA,l ~0L1;) ~T/tT?; .....-n_,p Ut--J 1<T /f-jCcl<..J>o/2.AVlµG (Z_r;;5,9v,q(_ 'P'lif~ G(c.<.;,-.1D ~0cJ2 r f.!l.-0'R:C "f1oA,). · ... ·. . .. ~ ·' - .. ... ~~~ l l 01990 ETI PAGE __ OF __ ~., ·~ Professional Service Industries, Inc. American Engineering Division Page_1_of_l_ INSPECTION REPORT . cuENT__._1 S=-'-l s~----- DATE--.cci;...._-_19_-_q_.;.....:::> __ _ Architect _ _,_A--'--'.=J:_. __._4_.___,s=-5=--"'0_C..---'--\ A--"-J:,.____€_~---- Engineer ____ ~--""-------------- Contractor._1)+-=-_,_f___,_J2:-__________ _ INSPECTION MAT'L SAMPLING QTY _OSHPD _j_ Concrete Cylinders .5e:T ~ _OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms Roofing __ Masonry Block 7-concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out _-_Other -- REMARKS ~-19-9 -s PROJECT(Name),_:cs,=--==·~l~S.,__ _____ _ (Address) ZZ. 9Z.. ::tfrl?-&:DA-:( Ldo2:Lss A-P REPORT NO. o S °f -3oog -z.. Building Permit No. c-e:,q3c 5'1 '3 Plan File No, ________________ _ Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar A<,.., 1 r.3/-6,,. too ~ Plan & Specs _ Rinf.: W.W.F. ;( Clearances _ Rinf.: Tendons )'(. Positions _ Cone.: Mix #/psi _Sizes --2:: Cone.: Mix #/psi 355,'f' /300 c _Laps _ Cone.: Mix #/psi / _ Future Continuity #/psi _ Grout: Mix #/psi ...2!:::.. Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing _ Other _ Corrective action required __ _ Corrections completed 1 • . \.\ ,, I I ]3;£A--M @ GJZ-,Dt...1 ,::4:ia-3 pe±weeYJ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME __ , L/4_E.I.J=----'-/J./.,_'~6-_6_t~---r '< /') CERT. N0._....,,2::_z_;::____::_.)=--------'-'------- · !C:. . (PrintCl:arly).~ ·-·~.-..-r-T/'"\t:J -~!~NATURE--~------,------- / DATE __ Q----,..'-~::_'J_,.::..._ ... 7_3_/ _____ _ r,;;:;;;;J ,~ Professional Service Industries, Inc. American Engineering Division Page_1_of _J_ INSPECTION REPORT \\ CLIENT ·r:s·, ~ ~N},9. DATE _ _,S._...--'7-,~\_-__._jj~-- PROJECT (Name)~:r=·~s~I~S _____ _ (Address) 29,~2 f!4t...ad.44 C ~\ sbfg.o/ c.,4 Architect _ _._A:~r_---'/;r:...;;S;._cS=c.,__. _______ _ REPORT NO. Q5'o/ -3009-Z.. Building Permit No. (. '.6 ~ 3. OS-7 3 Engineer ____ ~\J~;~Jo ___________ _ Plan File No. ________________ _ Govt. Contract No. ______________ _ Contractor. _ __,1)"""--~,.__~..::;.;._-~=-'"'l:5=i=..,eu....,.c ..... Jt.;..:~c:.....;;.._---OSAorOSHPD#------------- Other ___________________ _ INSPECTION MAT'L SAMPLING ![_ MATERIAL DESCRIPTJON ~ECTION CHECKLIST __ OSHPD _4~ncrete Cylinders _-'Rinf.: Rebar 4-t:Lr be) ~,:" _OSA __ Cement --_ Rinf.: W.W.F. __ Specialty __ Mortar Samples --~Tendons , ~ __ Mechanical __ Grout Samples = Cone.: Mix #/psi 3:-;,~{~ s __ Electrical __ Masonry Prisms --_ Cone.: Mix #/psi _ Laps "" __ Roofing __ Masonry Block --_ Cone.: Mix #/psi -~Continuity #/psi _Lconcrete __ Fireproofing _ Grout: Mix #/psi --_ Consolidation __ Masonry __ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete --_ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --_ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --_Steel __ Fireproofing __ Steel --_H.S. Bolts __ Waterproofing __ H.S. Bolts --_ Metal Decking __ Non-Destructive __ Tendon (PT Strands) --_ Electrodes __ Soils Technician __ Other --_ Fireproofing __ Batch Plant __ Other --_Other _ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed REMARKS -~AxJ R\~+ ~ c.:.~SEJ 1d,.J,~ a+-epplA'b q w t(/5 o_f . • &lu1Ylcl 't:).7 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, 1 specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME __ ~,_--b..........,5---p'-+";a.,.h.,___-=~::::;..\....;.;;8""__.,£4)____,.._ __ CERT. NO._......Jy<..,;.,,___;1 S-=---2 __ /_s--_,_L ____ _ (Print Clearly) QATE ___ s __ -_2/_-_7_) _____ _ ~., ,~ Professional Service industries, Inc. American Engineering Division Page_1_of_ INSPECTION REPORT \ 1/ CLIENT 'b.~R-Coos-:r.' DATE_!J=-_/_4_---=4'f___,,' _3=---- Architect_.,,,__$~Q2 .......... t/."-' . ._,; _J_--_,_· _L.)_· <"'___._76:~~"'---·V,,~~-M'--'-'iS<=--"i:J_,;,--1_ Engineer __________________ _ Contracto;,JJ/Jf;,,Q e?f-/'e 5f,4 Se.,:;/4 ,-J INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement -- _Specialty _ Mortar Samples -- _Mechanical _ Grout Samples -- _ Electrical _ Masonry Prisms -- _Roofing _ Masonry Block -- _Concrete _ Fireproofing -- _Masonry _ Units (block or brick) -- ~uctSteel _ Asphalt Concrete -- _ Prestress Cone __ Roofing -- _ Pile Driving __ Reinf. Steel -- _Fireproofing _Steel -- _Waterproofing _H.S.Bolts -- _Non-Destructive _Tendon (PT Strands) _Soils Technician __ Other -- _ Batch Plant _Other -- _ Bolt Pull-Out __ Other -- REMARKS PROJECT (Nam~~S' j}/4n71c}CL,1tfcf (Address) Z2e52 .,ta.v6}4rj,,~/ c¼ir/slbad ~ft. REPORT NO. Q<,?:7 -. :7, 00 '9 Z Building Permit No. cB9. ~ 0 $(0<1- Plan File No. ________________ _ Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar -~n&Specs _ Rinf.: W.W.F. ~earances _ Rinf.: Tendons ~sitions _ Cone.: Mix #/psi L---sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block ~ectrode Storage _ Units: Brick _ Torque Applied ~tee! /.J...'1~ _H.S. Bolts _ Metal Decking ~lectrodes _EZf'.J / _ Fireproofing _Other _ Corrective action required __ _ Corrections completed ./-ft),j Y~LktJ.t:__,,,#-;;;' t:co ~ .3 &JL.v.,(-c,pl C ~ u . /~P .t1h/4.J M-cl~~d 1 ~ I 1 ·" w2 y · ~/ IF'Jft ~~ &3.. a. ~d ~pt,.J • al A,,'/ '222.n-J-,u_ ?'/4-(j ~ ,i ki/'@/[a.n I O /U. 3-0 ., ,4// -:2.5 S la t..e.1)1 c tz C:5 ~k: /4 / /,; 12 :;u,r..c/ / 0, wel cJ.e1r-,,£)av,e,,,//J1;d?4 &°-;;;u(}aJW~II Yf Fc.,;lw ufy 0£ ~ I/. J CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. kt,/, ?9Z ' .... r;:.;;;;J ,~ Professional Service Industries, Inc. American Engineering Division Page_1_of~ INSPECTION REPORT CLIENT~D~-~P_.-'--l<'--._Covc.-....=..~'sr:e=---=- DATE.-__:;..8_-2_--'--9..:3-=------ Architect A I AS.Sb Q,t:}g'ES .4ec/-l/TECI-IS PROJECT (Name) rsIS PHARNi111cEUi (Address) Z29o2, FAit2!AD>4f AV CAJ2.LS8AD ,1 CA-. REPORT NO. 059-3CJ09;2, Building Permit No. _;..9.,,.3-:...:~CJ==-.,.4-o..=...;5""---------- Engineer_A_f-'--11-~ __ l>_. __ &_~_c::>_/\/ _____ _ Plan File No. _______________ _ Govt. Contract No. _____________ _ Contractor D · P. R. . C o,-./STR... INSPECTION _OSHPD _OSA _ Specialty _ Mechanical _Electrical _ Roofing _ concrete _ Masonry _ Struct Steel _ Prestress Cone _ Pile Driving _ Fireproofing _ Waterproofing _ Ngp--0estructive ~ils Technician _ Batch Plant _ Bolt Pull-Out REMARKS MAT'L SAMPLING _ Concrete Cylinders _ Cement _ Mortar Samples _ Grout Samples _ Masonry Prisms _ Masonry Block _ Fireproofing _ Units (block or brick) _ Asphalt Concrete _Roofing _ Reinf. Steel _Steel _H.S.Bolts _Tendon (PT Strands) ~~~Af:?='NC.._ __ _Other ____ _ OSAorOSHPD#------------- Other __________________ _ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ____ Rinf.: Rebar ______ ~n & Specs 9S~ /ZEL. ____ Rinf.: W.W.F. ________ Clearances _____ _ ____ Rinf.: Tendons. ________ Positions. ______ _ ____ Cone.: Mix #/psi _ Sizes _______ _ ____ Cone.: Mix #/psi _ Laps _______ _ ____ Cone.: Mix #/psi _ Future Continuity #/psi. __ _ ____ Grout: Mix #/psi ______ Consolidation ____ _ ____ Mortar: Type/psi _ Mortar Batching ____ _ ____ Units: Block _______ Electrode Storage ___ _ ____ Units: Brick _ Torque Applied ____ _ ____ Steel _______ _ ____ H.S. Bolts ______ _ ____ Metal Decking ____ _ ---------1 ____ Electrodes ______ _ ___ 5-J:eproofing _VOther 6A/ 511£ # I i#z _ Corrective action required __ ____________ Corrections completed __ _ (g_ Z-93) MONDAY~ PEeRJ011 et) ComP:4cJ7orJ TESr OF 4-/( FUSEAL PIPE. S!=NER. '-./ f-JNE 7/C.l:NCf-} /3'ACkFJU IN SIDE . TIE.ST '/JY(EN AT gft/\/DoM L1Jo4:/JotvS AND £l£1/f¥f/af\J,5 IN nEr-]c;.+ UN£· TEET @SUL.TS JNDICA--7t5D AroK.. $&)VE '15'7o 1-za.ATIVE Gmef'Ciflorv 1?-Eti2UleEMGrJTS (.JJ~ SEE. PA-6£ # 2 Fog:.. JEST l oeAnor.J S AND MA-P, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plan, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAME __,_JA~A..!!M--:.=E:....;::,:S:c__.....:D=---:..... _...;.~..::..N.....;.Ki.:.._'£__,;Y_...;._ CERT.-No.----'-/_;_0.=!3='3 ___________ _ ~ /J (Print Clearly) INSPECTOR SIGNATURE ¼m# .. D // PSI B-900-170 DATE_~~-~z--1-/.....:..j_C/_Cj..:::.3 _____ _ . ' PA~E z OF z REPORT OF FIELD COMPACTION TESTS TESTED FOR: /). P. R. UN-s~. PROJECT: rsrs DATE. i,Z-93 ouR REPORT NO.: D59-S Oo 9:Z TEST DATA: TEST ~ SOIL ID MAXIMUM WATER IN PLACE DATE LAB DAY DAY PEA CENT COMMENT* NO NUMBER CONTENT CO~N H DENSITY DENSITY --,..__ ) 8"·Z-93 -/. 5 I #z Q 15-Z.. V 115'.5 c2 It -z.o ,,. -11-z //5.S 3 1, -).51 itz /1S,S 4 It -/ I #z /1$.5 TEST LOCATION: l 4'' rlJSE.BL 5'£/JJE~ LINE :2 ,, /I // ,, 3 1 I It I I fl 4 ,, II I I 11 NOTES: DENSITIES SHOWN: Lbs. per cubic foot REMARKS: PSI A-100-2 (1) WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil ID number. AT ,, II II 15.3 /12. ,5 ( 9:L_ 4 J ZA )4-,8 110.z ( ><95_9~ 2A /.5.5 I I;/ .O I .3 .1J 109. <{ Bl.Db UN£ Z.Z5 II I I 3. 75 II /J 5.40 ,, ,, z.zs * 1 . FILL MATERIAL . 2. BACKFILL 3. BASE COURSE 4 SUBBASE 5. SOIL CEMENT 6. OTHER f......._/7 \ .7' V 7(:;,,7 2A J 1-... ./ '/' ~ /v7.5,o 2A \ '--./ . AND B.4 I 8,4CI( FllL Ar.JD E'.4 1 77ZENCf/-B/F Al'-11:> C.5 /1 It ANO A.3 /( It A. TEST RESULTS COMPLY WITH SPECIFICA TIC 8. RECOMPACTION REQUIRED C. TEST IS AFTER RECOMPACTION Respectfully submitted, Professional Service Industries, I. . . r.:;:;;;;;1 ,~ Professional Service Industries, Inc. American Engineering Division Page_1_of _L INSPECTION REPORT CLIENT}>.?. e . Co.-v.srzuc.-r I ON DATE 6'-'3-9:3 Architect A:Z @'oc . PROJECT (Name),:2$:Z::-r ?~11~tr/2ce· (Address) Z2 9z Gi-Mry AV£ ~13,4.() C!.A J REPORT NO. OS9-:?;c;:o9Z- Building Permit No. _____________ _ Plan File No. _______________ _ Engineer ___________________ _ Govt. Contract No. _____________ _ OSAorOSHPD#------------- Contractor. "> • ~-(_..,. Co-, sTf?:v c.,-n o...., . Other _________________ _ INSPECTION MAT'LSAMPLING QTY MATERIAL DESCF.UPTION INSPECTION CHECKLIST __ OSHPD __ Concrete Cylinders --__ Rinf.: Rebar __ Plan & Specs _OSA __ Cement --__ Rinf.: W.W.F. _ Clearances __ specialty __ Mortar Samples --__ Rinf.: Tendons __ Positions __ Mechanical __ Grout Samples --__ Cone.: Mix #/psi __ Sizes __ Electrical __ Masonry Prisms --__ Cone.: Mix #/psi __ Laps __ Roofing __ Masonry Block --__ Cone.: Mix #/psi __ Future Continuity #/psi __ concrete __ Fireproofing --__ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) --__ Mortar: Type/psi __ Mortar Batching __ Struct Steel __ Asphalt Concrete --__ Units: Block __ Electrode Storage __ Prestress Cone __ Roofing --__ Units: Brick __ Torque Applied __ Pile Driving __ Reinf. Steel --__ Steel __ Fireproofing __ Steel --__ H.S. Bolts __ waterproofing __ H.S. Bolts --__ Metal Decking ~-Destructive fr. '-__ Tendon (PT Strands) --__ Electrodes __ Soils Technician f;.or,n6 ::t;5:.A ) Other --__ Fireproofing __ Batch Plant __ Other --__ Other __ Corrective action required __ __ Bolt Pull-Out __ Other --__ Corrections completed REMARKS po-OifG --,;;ipa:;;oo.d ,:;:: 7'°H't G 5 I R'-0'1~ ~ne,. 3 b e,L-e.e-, -sJh-U: @Sc:> 7P d~t -~ ~.~~~r. f~£ nort=:.- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plan specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin ion or project control. CERT.NO. ________________ _ DATE B-3 -93 . . Professional Service Industries, Inc. American Engineering Division > Page_1_of .2.. INSPECTION REPORT CLIENT _________ _ DATE __ (!)_8-"-----0_0_-_Cf....:..;:3"---- Architect_A_._I_._M._J_O_G_/A_T&_J __ A_,ec_/A_'I_J'&_CT.T_ Engineer A· ~-A-JJOC/A ff;} k£C,l/-l/£C T J Contractor. /), p, ~. CO/JJ7-UWD;../ / /iJ(., INSPECTION MAT'LSAMPLING QTY _OSHPD Lconcrete Cylinders ~ _OSA _Cement -- _Specialty _ Mortar Samples -- _ Mechanical _ Grout Samples _Electrical _ Masonry Prisms _Roofing _ Masonry Block --V Concrete _ Fireproofing -- _Masonry _ Units (block or brick) -- _ struct Steel _ Asphalt Concrete -- _ Prestress Cone _Roofing -- _Pile Driving _ Reinf. Steel -- _ Fireproofing _Steel -- _ Waterproofing _H.S.Bolts -- _ Non-Destructive _Tendon (PT Strands) -- _Soils Technician _Other -- _ Batch Plant _Other -- _Bolt Pull-Out _Other -- PROJECT (Name) )J f J f/ltJ-JV1/l-C&t177 ~ (Address) 2Z?2 117-12/ki...tf A-zl'£ CH.elJ t!>A---0 c-4. REPORT NO. 059 ·-300 'Jz. Building Permit No. C '/3 Cf 3 O"f O 5 Plan File No. _______________ _ Govt. Contract No. _____________ _ OSAorOSHPD#------------- Other _________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar V Plan & Specs _ Rinf.: W.W.F. /clearances _ Rinf.: Tendons 1 /positions L Cone.: Mix #/psi355¥ooo / Sizes _ Cone.: Mix #/psi ./Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi / Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed REMARKS 0/3-0b-'13 -INJ/'&CT£.P )9t,AC:.&1U7 Or !JO/'IC,e£,Z MQ<-#= 3SS P (f~ :::;3oCOPJ I) AT -/?Jc WIAJ6 lOO!-'TJ0J·./J : fooTlAJ6J@ : {¥t)M6 /), f; A-T: /. 2, /, 41 /,~ /.8,, 2. '1L Z,81 3. //3. = 7 7 " ;r ' :, 3, 7, 4, 4,2t 5" 11 S. 3; S, 71 <;;, S , /ltOAIQ tJ A-r 3 1 3; S,. /f-uJA/4. C 4r Z, ~1 3, 3, l:, <,1.:. :1 ; , r :.:,. / T 7 ' s. 8 1 lh,o1.J6 13 11-r 2.& 1 3.,, 1-3: SLlf"_JJ ov ci)g./fz:JE ove,e /llllM~J//o /;E£N-C#£J 11, 7 ., J J r;u1w1JJG F>£rwf-£H A-£ -1-c; c5tlft3 tlV o£'4DE A-co/1/o ,:.,,1/1/E, I jj&rw£Gr1 A AN.£11. st& ~/VIG-IT /JE-Wt<J : 2 . UIPIV/bl/ ;°M.S lCcA-JU' J5&J7t/-&eH IJ-t3-/-J..S. '!cJJlf-L l t&. 5 CYPJ Sl)f'l1ltt/J 6 y Ef C();Jt>IPO ,eE./JPj NI)(. 0N(,e67t3 ~ 0/Jb,.ft,T Or 3 e .c M/-/27€. po,e CcJfo'/ ,~ f ettJJ Joi'/ 1£1 Tr SlUM/J /JNlJ [Er//1'£~1J7V)e£ ~J'rJ r;eot/10/3$, Ji(/1'///J'.: 3 I 7E"r,J1 ( (tJA/7 . ./ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMt= Cd-2t{)J ,,e: b/J1/J/J£.2 CERT. NO._U:--'-~'--1/(_r_#._z _______ _ INSPECTOR SIGNATURI' ~--:3/1£ DATE __ cJ._~_..;_()_G,_.-_9,=3:::._ _______ _ PSIB-900-170 ~ .. ' . -· ;;-,• ·t,,.~•1 Professional Service Industries, Inc. 1:f!"• American Engineering Division INSPECTION REPORT Page 2-ot Z Project Name (per plans) / J /J /Jl/ttLMfl-(E/(JflC,4t,J Inspection Date ()8-0c;-q3 ::: 7 7 °.F, IJJO.l!.,/t::;,. P-££ .f'Ubl/J' AAlb J f .U j . (ctJ;JT,) -(!()MME.AIT t /.ll I TAIEJ.le-JJ ,PVI-C£.r1€-HT ~r #<j, 1!£15/JJe £J()a/&i...f (J/'( ScA6 tJi-1 6ieA-1:)t£ J'JZt.;? L!JcAl?i.O k'lCJA./6 I L>e-ral3B-I AAN.1::J./3 US Id(;; ePoxY /fll-i/ c;oo 7?J A J:l3,,:.;i3"/1Zll-T7orl tJF-t7 /AJ. (RJ;LJL,l~»JENT IJ' 0 IN, Ii£ PlA7vJ). ll.JO/!JC /A/J f'6(J/lU:J P,l;,b(//0:-S t Y /V tcw {1)3&7£ P$-C6P!c A1Jf) /',hi!, PCAtllS Ai/Jr» ufec i. A /J -/ / /,1// // £N~4~_gtf' fYR!f.---(3,,M;JC -11~~ -0!--0G-C/3 -------------I I I I I I I I I I I I I I I I I I i I I (!11£t0../ ,R 1*.eAI /h.Jl;)E. I Inspector's Name ~ • -C: ( PSI 8-900-171 Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 PATE: 16-Aug-93 LOCATION OF PLACEMENT DATE POURED: TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, F CONCRETETEMPERATURE,F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Footings@ 2.6 -B 06-Aug-93 9:00 am 3" N/A 70 77 09-Aug-93 FIELD DATA COMPRESSION TEST RESULTS LABORATORY NUMBER 7085A 7085B 7085C SPECIFICATIONS REMARKS: cc: PSI A-200-4(2) REPORT TEST DATE OF NO.: AGE TEST (DAYS) 7 13-Aug-93 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad TOTAL CYLINDER LOAD DIAMETER (LBS) (IN.) 77000 6X12" PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix Concrete DELIVERY TICKET NO/TRUCK 237315/528 MIX# & PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2720 3000 0 D 0 D D D 355P/3000 psi 517 306 1355 1" = 1414; 3/8" = 376 Pozz 322N: 25.9 oz OBSERVATIONS Cylinders made by PSI representative Cylinders made by Others Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory by others. Test results comply with applicable specifications Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ___ _ Respectfully submitted, ,/ Professional Service Industries, Inc. 7940 Arjons Drive, Suite A • San Diego, CA 92126 • Phone: 619/695-3730 • Fax: 619/695-6712 n.;;;;J ,~ Professional Service Industries, Inc. American Engineering Division LO Page_1_otlll ( INSPECTION REPORT CLIENT ,l>. P. R. DATE £-//-93 Architect~A-~-I~. -'A'--'--s_s_o_c.;_4._lES ___ ,r-t _AfZC.LJ. __ /,_TEJ_Cl+_S __ Engineer scovr v 57J5r/El'JSoA/ Contractor. D. PK.-U,<.J5/JZ.vcJ[ltJIJ INSPECTION MAT'L SAMPLING QTY _OSHPD _ Concrete Cylinders --_OSA _Cement -- _Specialty _ Mortar Samples -- _ Mechanical _ Grout Samples -- _Electrical _ Masonry Prisms -- _Roofing _ Masonry Block -- _Concrete _ Fireproofing -- _Masonry _ Units (block or brick) -- _ Struct Steel _ Asphalt Concrete -- _ Prestress Cone _Roofing -- _ Pile Driving _ Reinf. Steel -- _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts -- _ Non-Destructive _Tendon (PT Strands) -- VSoils Technician _Other -- _ Batch Plant _Other -- _ Bolt Pull-Out _Other -- REMARKS PROJECT (Name) E i S PAR11ACBf71cL&S (Address) ZZ8'2 FA!ZA-DM AVE <A-f:?l.:5/:sPr'CJ, c~ I REPORT NO. _....:::():...=5:._,9_-____,,a=o={)"'-Cf.L.C.°2~--- Building Permit No. ______________ _ Plan File No, ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#------------- Other _________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed {8-IJ-Cf3) WEDt-JEs~AY/ .INsPfLTED ArJf) C/fek£D RltJJ!tlts Fol?. N&,u /'1£.Q/-1+,vlcA-L ff ,, YA-12[) PtZ-Dff!H <( Fl!ZMNE5S rJF lJbmwl BY T P/cOfS/1/b tJlftC/1-/NDJct4rEiJ 776//r f::/ \.JNY/E 8oTT1JM ,,D€€1?ez, Foa77fl/GS N§i?£ E'f:t'AUf;1l;[) 1i.t-ro FoEP!M?Ol'iJ}L 5o/L. :RJOJ?l'I/,. Af/J6,MZGI) ~ {5F EXCIWl!n51) IN A@@Mct! tdll# })fD'7-l-iL#= 5 6N 51ft;fcT{§-G) /W.D J:;ei'A(L *G O(V 5~5-5) d~ f}ffZoVE.I) 5'1TE. ?LA-/115, 'FO/Z R>oT?r,(bS. / ' ~2n,.,;e, GLJ>t, }lo-r ffl:EiN ~a /./;tJJ> Nt?r BEYJN. PJJ::. re, JIIIF,VO ;p:Jf/f;:::lla\J Bi cifl 7 J!,£.sc/ha?ur51-i1> I/:Nnc.nJR: z()tvJ/JwTG-l>. CaN7fcAcrit2 NIU---~ . CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME--=J:...:..AM..t-.:..:£5=----=-j)_,___.,~..;.,.AN--'---',,k01""-'--,__ __ CERT. NO. _________________ _ (Print Clearly) INSPECTOR SIGNATURE---,--,..---------,-..,..,....- DATE __________________ _ Ps1 8-900·170 p,41.,c.. Zcn=Z REPORT OF FIELD COMPACTION TESTS TESTED FOR: D. F>. R. L£),VS7Z.. PROJECT: :J:S:Z:5 . PA-RMAC &una..E:S - DATE: B-IZ -C/3 OUR REPORT N0.:()59-.3009:2.. TEST DATA: TEST ~ SOILIO MAXIMUM WATER IN PLACE DATE LAB ORY ORY PER CENT COMMENT* NO NUMBER H DENSITY CONTENT DENSITY COMPACTION I 0-12-93 -_6 If i:EIAJ A--k, #z_ €../o.z //S.5 /08 II} .3 ?G.4-ZA ;;i.. II -21 ~ ..#-z //5.5 ;z._t, /JI. D 9C:. . J 2.4 C-,;f11Z I I ; TEST LOCATION: __ ,""""'"'n1:;.., i\~ I 4-1 I AIS'/5./J-L SaJ"f=R. T}ZENCI+ 8K-l<Plll so~@}~~~&~~ski 01AP Ge..ow --=--- ;i 411 /( If 1, /( If /( I I I/ ,UNDER. SI f)C!,Aif'1lk .. NOTES; DENSITIES SHOWN: Lbs. per cubic foot * 1 . FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS WATER CONTENT: Per Cent of dry weight 2. BACKFILL B. RECOMPACTION REQUIRED PERCENT COMPACTION: Based on maximum dry 3. BASE COURSE C. TEST IS AFTER RECOMPACTION density obtained on sample indicated by 4. SUBBASE soil ID number. 5. SOIL CEMENT 6. OTHER R EMARKS: /CV J .....•. , ... _, ) :t r , ~tlb I , t '. I Respectfully submitted, ( '. ' r 11',r Professional Service Industries, Inc. I . ·. I f ' , .. . ... : ,\ .c. ~ I DEIN,rJ(..k I~ ~ .. :r1 ~ I &D& I '-....M~ p SI A-100-2 (•) ~., ,~ Professional Service Industries, Inc. American Engineering Division Page_1_ofb. INSPECTION REPORT CLIENT D. P.R. CfDNsrR., DATE ~-/2-13 .. Architect A--X. ,,4-S.soaAf/E.5 ,412c;J/~S Engineer ?AYL D. &/&SON Contractor 1>. P. I<. LJI/S7IZlld7er,/ INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA _Cement -- _Specialty __ Mortar Samples. -- _ Mechanical _ Grout Samples -- _ Electrical _ Masonry Prisms -- _Roofing _ Masonry Block -- _Concrete _ Fireproofing -- _Masonry _ Units (block or brick) -- _ struct Steel __ Asphalt Concrete -- _Prestress Cone _Roofing -- _ Pile Driving _ Reinf. Steel -- _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts -- _ Non-Destructive __ Tendon (PT Strands) -- ~Is Technician _Other -- _ Batch Plant _ Other _Bolt Pull-Out _Other -- REMARKS PROJECT (Name) XSTS P~ACEUT1~i.i (Address) aZ,>2 ~.2. # FAIZ,4-l»·W'. ,4v, C/fRJ.SfSFJ/) I ~ • REPORT NO. tJ59-5::v9~ Building Permit No. _9._'J_-_0----'-~___,;;;;'5 _______ _ Plan File No. ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#-------------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST --'CP!an & Specs ~~;J 12. C. _ Rinf.: Rebar _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing -~er ON ,S.l7J:.. ALL _ Corrective action required __ _ Corrections completed (fa--1o1 -,5J TfkJgsJ»rtJ P~e.D c:o~Aa?~ 71ESroF 4 1 ' R.1s541... sEu-1« • r "IF 712Et(CJ-f-13/k:KFlt/.., S<JtAH tf'IOE tlF BUX:;, ZZ'iiZ, 7EGT:f/A1CIEN m--1/l'ftZ.toU.5 Loofrlot.fS lfN/) E/.£t/At1o.JS I S-Ec f-1:l&E #-z . . 7E-$C~vt...7S /Kl)/~ Ar-o~ A-/3()f/e '7S :?o ; .. IJPT/MUM. 13AeKRLL '-JA,s /JOT v'B~Er2v!Jfi). CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~£%' _D · . ffi,.t~ CERT. NO . ...;;,A_~:...;:3::;_8'=--------------- ~ PrtntClearly) INSPECTOR SIGNATURE -.l), ~. PSI B-900-170 0ATE ~ /c:2 I /993 r.:;:;;1 ,~ Professional Service Industries, Inc. American Engineering Division Page_1_of_ INSPECTION REPORT PROJ/c;(~'!.rne )/7(/JRJy)/1 e,f/-{{[)~LJ (Address) 2.. 2-z' 2.. &tfA:t:JA.'/ t4 CLIENT _________ _ DATE 'i?, I J --9' 3 Architect-..,c..A~:.L-'7'\_L.-A-=--..J_S_(!)_(._...<....,, ___ _ Engineer //J()t</}4;( · ffi,€4{L/1(J,,-4T&:-f'l Contractor __ J)_f----'--/C. _________ _ INSPECTION MAT'L SAMPLING ~TY _OSHPD ....-concrete Cylinders __ OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -- ,,.--Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- 4cUMdMt4L REPORT NO. (3SZf',. J~C/Z Building Permit No. _9.=--3--__,_~_0-=,S-_______ _ Plan File No·-------1----------- Govt. Contract No.---+------------ OSA or OSHPD #---,------------ Other ______ __,_ ___________ _ MATERIAL~~ INSPECTION CHECKLIST ,...-Rinf.: Rebar 0 _ ..--Pian & Specs __ Rinf.: W.W.F. r-Clearances __ Rinf.: Tendons , _L::. Positions ~Cone.: Mix #/psi $5.57/30 tJ D _:::_sizes __ Cone.: Mix #/psi -!'.::Laps __ Cone.: Mix #/psi ~Future Continuity #/psi __ Grout: Mix #/psi L::::::.. Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block __ Electrode Storage __ Units: Brick __ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other __ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME J MeJ'J • f~ INSPECTOR SIGNA Tl1fi(J ~ PSI 8-900-170 CERT.NO. 389 DATE-£_-~/-=j_,_9'---'3=------- _____ d_R_~C-_A~G~~l~r _'>_~~ A/ l Not ----------- --------·-··-__ kQ2,ct _x__(__30 _<!Jfhb rn&~:) __ --=--~39 .. '67 ---~S_tv_<:_l._.,_::-____ _ ,, .. ,, ___________ (_2_"___J_( _ ___L2 ___ ...l,.J)..i?.,r..~1--.:::--_/_'-/_1 ________________ _ L!.ss L/0% ----------·---------~----------·- ---------~--------------------- ---''----------------------------------------------·- -------·-------·---·--·. -----~----. ~-··· ----------------·---------------------------------------------------·----·--· --·--·----------------------- ~-· I,~ Professit>nal Service Industries, Inc. American Engineering Division Page_1_of_l_ INSPECTION REPORT CLIENT "'D:PR CoJ'.l Si"itu c..n Q"..l DATE __ 4.._A=u'-¼+--9_,_'3.=··_· __ _ Architect __________________ _ Engineer __________ ~-------- Contractor._. _________________ _ INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA _Cement -- bb,..specialty -.-Mortar Samples -- _Mechanical _ Grout Samples --~ _Electrical _ Masonry Prisms _Roofing _ Masonry Block -- _Concrete _ Fireproofing -- _Masonry _ Units {block or brick) -- _ Struct Steel _Asphalt Concrete -- _ Prestress Cone _Roofing -- _ Pile Driving _ Reinf. Steel _ Fireproofing _Steel -- _. Waterproofing _H.S.Bolts -- -.-Non-Destructive _Tendon (PT Strands) -- _Soils Technician _Other -- _ Batch Plant -. Other -- _ Bolt Pull-Out _Other -- REMARKS :n-\~ . I I :1:& s I C:i"' tDJ l) l "11:; £IL . M u.J,o IL-~ L V p:; . , \ PR(?JECT (Name) l S \ S 7?1-!.A R...;v\ • (Address) i::-A~ OA ,I A.JE. J CAt!i-SB,AO CA . REPORT NO. 059 --Sooq '?- Building Permit No. ______________ _ Plan File No. ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#-------"7\ ______ _ Other ____________ ,~·-'-=------ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances -. Rinf.: Te]ldons -. Positions _ Cone.: Mix #/psi _Sizes -· Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied -. Steel _H.S.Bolts _ Metal Decking _ Electrodes -. Fireproofing -. Other _ Corrective action required __ · _ Corrections completed q f:_,J eLA 1.-,Ac c,oQ OA f, .. k 1-::' ! .JI TJ.d 5 r-loUt-Q :&C <iLFMD,J1£'0 ?n.., o/L TD Cu/\) ca.ere lf::...t:CA,JA·1)bt0 :S .. ~E( CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME k,r:=-t/) J ... -fv\ ;1c(2.0A rJ :P. ~. (Print Clearly) ) CERT. NO. __ · :7<_.,_,._,_(...,.f:~_l.-f_._'-\_,__O__,_l_._l ____ _ ., . Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 DATE: 20-Sep-93 LOCATION OF PLACEMENT DATE POURED: TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, F CONCRETETEMPERATURE,F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LABORATORY REPORT NUMBER NO.: 7266A 015 7266B 7266C 7266D SPECIFICATIONS REMARKS: cc: TEST AGE (DAYS) 7 28 28 28 28 FIELD DATA Interior slab over spread footings 21-Aug-93 8:00am 3" N/A 62 75 23-Aug-93 Joe D'Amico COMPRESSION TEST RESULTS DATE OF TOTAL CYLINDER TEST LOAD DIAMETER (LBS) (IN,) 28-Aug-93 93000 6X12" 18-Sep-93 130000 6X12" 18-Sep-93 128000 6X12" 18-Sep-93 127000 6X12" PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix Concrete DELIVERY TICKET NO/TRUCK 237796/525 MIX# & PROPORTIONS 355P/3000 psi CEMENT 5.5sk WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE Pozz OBSERVATIONS CYLINDER COMPRESSIVE 0 Cylinders made by PSI representative AREA STRENGTH (SQ.IN.) (PSI) D Cylinders made by Others 28.27 3290 28.27 4600 0 Cylinders picked up by PSI 28.27 4530 representative. 28.27 4490 D Cylinders delivered to PSI laboratory by others. 0 Test resulte comply with applicable specifications D Test results do not comply with 3000 applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ___ _ 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad CONFORMS PSI A-200-4(2) 7940 Arjons Drive, Suite A • R0sp0ctfu/fy submitt0d, / Professional S0rvic0 lndustrf0s, Inc. San Diego, CA 92126 • Phone: 619/695-3730 • Fax: 619/695-6712 Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 DATE: 16-Sep-93 LOCATION OF PLACEMENT FIELD DATA Grade beam at gridline 3, between C & D DATE POURED: TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, F CONCRETETEMPERATURE,F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 19-Aug-93 1:30 pm 31/2" N/A NIA 78 20-Aug-93 Kevin Gee COMPRESSION TEST RESULTS LABORATORY NUMBER 7262A 72628 7262C SPECIFICATIONS REMARKS: cc: REPORT TEST DATE OF NO.: AGE TEST (DAYS) 014 7 26-Aug-93 28 16-Sep-93 28 16-Sep-93 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad TOTAL CYLINDER LOAD DIAMETER (LBS) (lN.) 66500 6X12" 85000 6X12" 85500 6X12" PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix Concrete DELIVERY TICKET NO/TRUCK MIX# & PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2350 28.27 3010 28.27 3020 3000 0 D 0 D [Kl D 355P/3000 psi 517 306 1355 1" = 1414, 3/8" =376 Pozz 322N -25.9 oz OBSERVATIONS Cylinders made by PSI rspressntatlve Cylinders made by Others Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory by others. Test results comply with applicable speclllcatlons Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL __ _ CONfOR.MS / PSI A-200-4(2) 7940 Arjons Drive, Suite A • Respectfully submitted, Professional Service Industries, Inc. San Diego, CA 92126 • Phone: 619/695-3730 • Fax: 619/695-6712 Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 DATE: 17-Sep-93 LOCATION OF PLACEMENT DATE POURED: TIME SLUMP, IN. AIR CONTENT, 0/o AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Wooden floor Mezz. 03-Sep-93 7:30am 9" N/A 74 80 07-Sep-93 Tony Hollander FIELD DATA COMPRESSION TEST RESULTS LABORATORY NUMBER 7381A 7381B 7381C SPECIFICATIONS REMARKS: cc: PSI A-200-4(2) REPORT TEST DATE OF TOTAL CYLINDER NO.: AGE TEST LOAD DIAMETER (DAYS) (LBS) (IN.) 019 7 10-Sep-93 59000 6X12" 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad 7940 Arjons Drive, Suite A • San Diego, CA 92126 • PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix Concrete DELIVERY TICKET NO/TRUCK 1371132/120 MIX# & PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2090 3000 Phone: 619/695-3730 • 0 D 0 D D D 91-020 611 333 1431 646 + 255 1/2 + 3/8 Pozz 322N 25.9 OBSERVATIONS Cylinders made by PSI representative Cylinders made by Others Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory by others. Test results comply with applicable specifications Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ___ _ Respectfully submitted, ./ Professional Service Industries, Inc. Fax: 619/695-6712 Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 921'22 DATE: 13-Sep-93 LOCATION OF PLACEMENT FIELD DATA Elevation pit floor & 4 columns footing DATE POURED: TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 13-Aug-93 7:35 am 2" @ pit 3" @ ftgs. N/A 66 79 16-Aug-93 J. Aarts COMPRESSION TEST RESULTS LABORATORY REPORT TEST DATE OF TOTAL CYLINDER NUMBER NO.: AGE TEST LOAD DIAMETER (DAYS) (LBS) (IN.) 7188A 013 7 20-Aug-93 109000 6X12" 7188B 28 10-Sep-93 127000 6X12" 7188C 28 10-Sep-93 129000 6X12" .. SPECIFICATIONS 28 REMARKS: cc: PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix Concrete DELIVERY TICKET NO/TRUCK 237499/528 MIX# & PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) 28.27 3860 28.27 4490 28.27 4560 3000 0 D 0 D 0 D 355P/3000 psi 5.5 sk Pozz OBSERVATIONS Cylinders made by PSI representative Cylinders made by Others Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratoiy by others. Test results comply with applicable speclllcatlons Test results do not comply with appllcable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ___ _ 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad CONFORMS PSI A-200-4(2) 7940 Arjons Drive, Suite A • ,/ Respectfully submitted, Professional Service Industries, Inc. San Diego, CA 92126 • Phone: 619/695-3730 • Fax: 619/695-6712 . _,,. Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 DATE: 13-Sep-93 LOCATION OF PLACEMENT Slab on grade DATE POURED: 03-Sep-93 TIME 8:30am SLUMP, IN. 4" AIR CONTENT, % NIA AIR TEMPERATURE, F 78 CONCRETETEMPERATURE,F 85 DATE RECEIVED IN LAB 07-Sep-93 FIELD DATA SUBMITTED BY Tony Hollander MIX DATA SUBMITTED BY FIELD DATA COMPRESSION TEST RESULTS LABORATORY NUMBER 7379A 73798 7379C SPECIFICATIONS REMARKS: cc: PSI A-200-4(2) REPORT TEST DATEOF NO.: AGE TEST (DAYS) 016 7 10-Sep-93 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad TOTAL CYLINDER LOAD DIAMETER (LBS) (IN.) 93000 6X12" .. PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix Concrete DELIVERY TICKET NO/TRUCK 1371150/101 MIX # & PROPORTIONS 355P/3000 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) 28.27 3290 3000 0 D 0 D D D 517 306 1355 1414 + 376 1" + 3/8" Pozz 322N 25.9 OBSERVATIONS Cylinders made by PSI representative Cylinders made by Others Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory by others. Test results comply with applicable specifications Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL __ _ Rospoctfully submittod, Profossional Sorvfco lndustrios, Inc. 7940 Arjons Drive, Suite A • San Diego, CA 92126 • Phone: 619/695-3730 • Fax: 619/695-6712 Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 921 ~2 DATE: 03-Sep-93 LOCATION OF PLACEMENT DATE POURED: TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, F CONCRETETEMPERATURE,F DATE RECEIVED IN LAB . FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Footings @ 2.6 -B 06-Aug-93 9:00am 3" N/A 70 77 09-Aug-93 FIELD DATA COMPRESSION TEST RESULTS LABORATORY NUMBER 7085A 7085B 7085C SPECIFICATIONS REMARKS: cc: PSI A-200-4(2) REPORT TEST DATE OF NO.: AGE TEST (DAYS) 7 13-Aug-93 28 03-Sep-93 28 03-Sep-93 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad TOTAL CYLINDER LOAD DIAMETER (LBS) (IN.) 77000 6X12" 111000 6X12" 110000 6X12" PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix Concrete DELIVERY TICKET NO/TRUCK 237315/528 MIX # & PROPORTIONS 355P/3000 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2720 28.27 3930 28.27 3890 3000 [Kl D 0 D [Kl D 517 306 1355 1" = 1414; 3/8" = 376 Pozz 322N: 25.9 oz OBSERVATIONS Cylinders made by PSI representative Cylinders made by Others Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory by others. Test reoults comply with applicable specifications Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER lliAN CONICAL ___ _ Respectfufly submitted, ./ Professional Service Industries, Inc. 7940 Arjons Drive, Suite A • San Diego, CA 92126 • Phone: 619/695-3730 • Fax: 619/695-6712 ~., IKS.U Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 921.~2 DATE: 31-Aug-93 LOCATION OF PLACEMENT FIELD DATA Interior slab over spread footings DATE POURED: TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, F CONCRETETEMPERATURE,F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 21-Aug-93 8:00 am 3" N/A 62 75 23-Aug-93 Joe D'Amico COMPRESSION TEST RESULTS LABORATORY NUMBER 7266A 7266B 7266C SPECIFICATIONS REMARKS: cc: PSI A-200-4(2) REPORT TEST DATE OF NO.: , AGE TEST (DAYS) 015 7 28-Aug-93 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City or Carlsbad TOTAL CYLINDER LOAD DIAMETER (LBS) (IN.) 93000 6X12" PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix Concrete DELIVERY TICKET NO/TRUCK 237796/525 MIX # & PROPORTIONS 355P/3000 psi CEMENT WATE:R FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 3290 3000 5.5 sk Pozz OBSERVATIONS [R1 Cylinders made by PSI representative D Cylinders made by Others [K] Cylinders picked up by PSI representative. D Cylinders deliversd to PSI laboratory by othere. D Test results comply with applicable specifications D Test results do not comply with applicable specifications. lYPE OF FAACTURE, IF OTHER THAN CONICAL ___ _ ./ Respectfully submitted, Professional Service Industries, Inc. 7940 Arjons Drive, Suite A • San Diego, CA 92126 • Phone: 619/695-3730 • Fax: 619/695-6712 \ Professional Service Industries, Inc. American Engineering Division Page_1_of_1 INSPECTION REPORT CLIENT----a-.....c.-. P.-'--._R~. __ _ DAT~E--,~~/o=-=~~--'~,~~=----- Architect _ _,4._._~_..I,,,__,_,--.!-4..._~='-=-·'--------- Engineer ___________________ _ Contractor. 1) .'P. R . INSPECTION MAT'L SAMPLING QTY _OSHPD _J,£__ Concrete Cylinders _§_ __ OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block __iL_ Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS 90~.:1~.1 PROJECT (Name)..,I=-s=-'-"~ s"--~ ..... f---"8''-'-''2-r~-,..,.....<.<J....,·'---- (Address).2~"f 2 · 1-~~y C~. REPORT NO. o S:4 -.3 oo C} '2. -Ii\ Building Permit No. 4 '.?> -4 a S . Plan File No. ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#-------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar,4.&!M A-6 IS _L Plan & Specs _ Rinf.: W.W.F. -L Clearances _ Rinf.: Tendons _ Positions -"---Cone.: Mix #/psie;jl..o&Q/3Daz> _Sizes _L_ Cone.: Mix #/psi $ SS: P, I _Laps _ Cone.: Mix #/psi ~ dtrb _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed I , ' /}10 L; cac..1,:/µ 5/.. 4mllCtlZ l. -cl,r:ef "fl Lt. w-i. .G<nyc.-r-,:..:/;,, / CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME --.,4 _ __,..U-+-"o ........ /(l-"--n:n""""" ..... d--ee>,<..Lr-____ _ ~ (Prtnt Clearly) INSPECTOR SIGNATUREi~z;;::-~l:!:~:l:=~~-z,!,i!:::!~e~..s..~ .. ~d,~-~-- Ps1 8-900-170 ~ CERT. NO . .3&1-( {iJ., ~-1-S,J) · DATE---~1~1~Q~2L......:11~3~---------- ~., I,~ Professional Service Industries, Inc. American Engineering Division Page_1_of _l__ .. ' .., INSPECTION REPORT CLIENT Dr R co;c1s/- 0ATE V~/73 I Engineer ___________________ _ Contractor. J.) ?12. CflJl;,<Zfl.uCl/o/.. . ./ INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders _OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- -::X-concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) Z)!;_IS f;/J:!f?J,1,,f,-IC,fli..Jt/Oit (Address) 9-dB°d. ;-&M/:)1:./.. v t?//~ I ,CP-t, /sJY.r-7-?\ C /22 REPORT NO. a.2-9:_, 2oc 7 cJ--\~ Building Permit No. 93 f/0 S - Plan File No, ________________ _ Govt. Contract No. ______________ _ OSAorOSMPD#-------------- Other ____________________ _ MATERIAL DESCRleIJON INSPECTION CHECKUST _)(. Rinf.: Rebar /1:.6/6 Plan & Specs _ Rinf.: W.W.F. Clearances _ Rinf.: Tendons Positions _ Cone.: Mix #/psi ~Sizes _ Cone.: Mix #/psi Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _. _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing )( Other #1,t.n C-.../.(,J~ _ Corrective action required __ -£Pc> ~'Jt,ii:e;s ?4-'f!L7. _ Corrections completed I'etVOl[J,z.1£1') cal/C~.& .:Z~c?p(";/'-( L?c&Zc2N #A.I{) dfx:,/17 4JcJr /4-t:J/Gf~ I.JYG<-.·c/ 1Y? , Pt£1Ltq? rV-1/\ T,,1(~77r:LLJ4//o/V' 0& ti 1/ ~d~cP'Cc/A--c:._ S7i? g L 0$1 L't& /I; L1-1 c ~h?v £;oo X: c 1 <fb r 60T ~t1,,e_,-:I.# d1-/H II (f;___S:44/.3 7 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. £-/?')-CERT. NO. ________________ _ DATE __ -J-4-r-/=-%+-/-'2'--5""'------- n;:;:;;;;1 ,~ Professional Service Industries, Inc. American Engineering Division 9 Page_1_of _j_ INSPECTION REPORT CU ENT I> ?2.., C,o <VS12 l>c T 1o-v) ::£:N c::._ . DATE 8 -1..p -9g Architect A.:r. /4soc. Engineer If I( Contractor. '°:P?;-Co.AJS.rJ<., rJ C-,,.-z~ INSPECTION MAT'L SAMPLING __ OSHPD __ Concrete Cylinders __ OSA __ Cement __ Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block __ Concrete __ Fireproofing __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts -~-Destructive{, __ Soils Technician ~;l'IG, ~ ~ Tendon (PT Strands) Other __ Batch Plant __ .Other __ Bolt Pull-Out __ Other PROJECT (Name) __ -rsn: ?4'4;,usc-GPTlc.MS (Address) z.zeo ,G:'i?Aoo/ REPORTNO. ocy-~9'L Building Permit No. C. 8, 93 oS: 2 > Plan File No. ________________ _ Govt. Contract No. ______________ _ OSA or OSHPD #------------------1 :..wt-c... Other __________________ _ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --__ Rinf.: Rebar _ Plan & Specs __ Rinf.: W.W.F. -_ Clearances -- --__ Rinf.: Tendons _ Positions --__ Cone.: Mix #/psi _Sizes --__ Cone.: Mix #/psi _Laps --__ Cone.: Mix #/psi _ Future Continuity #/psi --__ Grout: Mix #/psi _ Consolidation --__ Mortar: Type/psi _ Mortar Batching --__ Units: Block _ Electrode Storage --__ Units: Brick _ Torque Applied --__ Steel --__ H.S. Bolts --__ Metal Decking --__ Electrodes --__ Fireproofing --__ Other _ Corrective action required __ --_ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT.NO. ________________ _ ' .. Professional Service Industries, Inc .. American Engineering Division /~epJ-oZ J -Page_1_of/- INSPECTION REPORT PROJECT (Name)li6 ~t;c:??tf;Ctt.,t. (Address) :::~z~ /2 Architect-'-A.....;_:_, /,'---,_~,.___....;__C._;_/_~--C..---=------'~-- REPORTNO. CJ5'1-70l)yZ Building Permit No. ______________ _ Plan File No, ________________ _ Engineer __________________ _ Govt. Contract No. ______________ _ Contractor. OP!< CtJYJ·::>trvc/1 tlv7 . OSA or OSHPD #-------------- Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ OSHPD __ Concrete Cylinders --_ Rinf.: Rebar _ Plan & Specs _OSA __ Cement _ Rinf.: W.W.F. -_ Clearances -- __ Specialty __ Mortar Samples --_ Rinf.: Tendons _ Positions __ Mechanical __ Grout Samples --_ Cone.: Mix #/psi _Sizes __ Electrical __ Masonry Prisms --_ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi __ concrete __ Fireproofing --_ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete --_ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --_ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --_Steel __ Fireproofing __ Steel --_H.S.Bolts __ Waterproofing __ H.S. Bolts --_ Metal Decking __ Non-Destructive __ Tendon (PT Strands) --_ Electrodes _boils Technician __ Other --_ Fireproofing __ Batch Plant __ Other --_Other _ Corrective action required __ , __ Bolt Pull-Out __ Other _ Corrections completed I -- REMARKS f}1151l-t,, io o}?«(e hvt;'!f 617/;tpw,y Grvt777-fm-,ff'hY'A{ ;J pl> ahm? .Sf-7-U:S h£ 'Z7l b rlft2il£.P; P /r.;erwd 2_, f 7 5-dt: 7 ~~ -/iJ4I" 5/4~ kiffrmt,P4c:fef} if /-&Hot.uf • CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME l_t111~ 9~ CERT. NO. INSPECTOR SIGNATURE ~~~ DATE 7-~4, "' PSI B-900·170 ., i ~o~ IKS.U Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 DATE: 04-0ct-93 LOCATION OF PLACEMENT Wooden floor Mezz. DATE POURED: 03-Sep-93 TIME 7:30am SLUMP, IN. 9" AIR CONTENT, % NIA AIR TEMPERATURE, F 74 CONCRETETEMPERATURE,F 80 DATE RECEIVED IN LAB 07-Sep-93 FIELD DATA SUBMITTED BY Tony Hollander MIX DATA SUBMITTED BY FIELD DATA COMPRESSION TEST RESULTS LABORATORY NUMBER 7381A 73818 SPECIFICATIONS REMARKS: cc: REPORT TEST DATE OF NO.: AGE TEST (DAYS) 019 12 15-Sep-93 28 01-0ct-93 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates TOTAL CYLINDER LOAD DIAMETER (LBS) (IN.) 59000 6X12" 85000 6X12" PROJECT: · ISIS PHARMACEUTICALS . PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix Concrete DELIVERY TICKET NO/TRUCK 1371132/120 MIX# & PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) 28.27 2090 28.27 3010 3000 0 D 0 D 0 D 91-020 611 333 1431 646 + 255 1/2 + 3/8 Pozz 322N 25.9 OBSERVATIONS Cylinders made by PSI representative Cylinders made by Others Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory by others. Test results comply with applicable apeclflcatlons Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL __ _ 1 -City of Carlsbad CONFORMS PSI A-200-4(2) 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 RBspBotful/y submittBd, . ,/' ProfBssional ServioB Industries, Inc. • 619/455-0544 • Fax 619/455-1170 ( ~o~ IKS.!I Professional Seryice Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 DATE: 04-0ct-93 LOCATION OF PLACEMENT Slab on grade DATE POURED: 03-Sep-93 TIME 8:30 am SLUMP, IN. 4" AIR CONTENT, 0/o N/A AIR TEMPERATURE, F 78 CONCRETE TEMPERATURE, F 85 DATE RECEIVED IN LAB 07-Sep-93 FIELD DATA SUBMITTED BY Tony Hollander MIX DATA SUBMITTED BY FIELD DATA COMPRESSION TEST RESULTS LABORATORY NUMBER 7379A 7379B 7379C SPECIFICATIONS REMARKS: cc: REPORT TEST DATE OF NO.: AGE TEST (DAYS} 016 7 10-Sep-93 28 01-0ct-93 28 01-0ct-93 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates TOTAL CYLINDER LOAD DIAMETER (LBS) (IN.) 93000 6X12" 132000 6X12" 130000 6X12" PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix Concrete DELIVERY TICKET NO/TRUCK 1371150/101 MIX# & PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) 28.27 3290 28.27 4670 28.27 4600 3000 0 D 0 D ~ D 355P/3000 psi 517 306 1355 1414 + 3761" + 3/8" Pozz 322N 25.9 OBSERVATIONS Cylinders made by PSI representative Cylinders made by Others Cylinders picked up by PSI representative. Cylinder• delivered to PSI laboratory by others. Teet roeulte comply with applicable spocllloatlons Test results do not comply with applicable epeclllcatlons. TYPEOFFRACTURE,IFOTHER THAN CONICAL __ _ 1 -City of Carlsbad CONFORMS PSI A-200-4(2) 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 Respectfully submitted, v' Professional Service Industries, Inc. • 619/455-0544 • Fax 619/455-1170 r,;;:;;;;, I,~ Professional Service Industries, Inc. American Engineering Division Page_i_of_ INSPECTION REPORT CLIENT /~IS DATE tf,. /¥ .-f'_:J Architect £ A6SeJG • Engineer j(}(Jt,vA/( Contractor._....:i)_'--'~'----='/(-"--------------- INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders _OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- L::'::...Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- /&tf A' A,..;' r,,, I' PROJECT (Name#{ARPIA-t!QluM-~ (Address) 2 Z 92 ~A¢ C?d,UJ,&1~ c.?A, REPORT NO. &SY,... 3eo'lz -~\ Building Permit No. 9, ! -~~ L Plan File No. ____ __,,_/ __________ _ Govt. Contract No. ---,f-j ___________ _ OSAorOSHPD#---,/~----------- Other ___________________ _ MATERIAL ~CRIPTl6o INSPECTION CHECKLIST ~ Rinf.: Rebar. VJ..-,-Plan & Specs __ Rinf.: W.W.F. ,--Clearances __ Rinf.: Tendons r Positions __ Cone.: Mix #/psi r Sizes __ Cone.: Mix #/psi *"'"' Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block __ Electrode Storage __ Units: Brick __ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ __ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. 6~9 PSI 8·900-170 " . Professional Service Industries, Inc. American Engineering Division Page_1_of j_ INSPECT.ION REPORT CLIENT __ J)"-'"--~...:.-..C.~---- DATE _ _,_C,_-_\ S-'---~_9_?-'----- Architect ___ {d~J__ __ /J'--'55-._,--ji---------U \ oo Engineer __ -r:!_o::'.:J:s;c~W~~:tf(_::::___J(JQl.::~tf~',~,/,~.'?9~t.~&~~::'.::i~~~- Contractor. ___ y_'R---"-~--------- INSPECTION MAT'LSAMPLING QTY __ OSHPD ~oncrete Cylinders _!i_ _OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- ~ofing __ Masonry Block -- _._ Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Solt Pull-Out __ Other -- REMARKS Mo,9~ -k0-2.d · -r<T< PROJECT (Name)_-=.-J.-:;;__~-=-=...) _____ _ (Address) 22-~ 2 ~I.K/r;1f c~ ,ls.ki3 d U) REPORT NO. -7"~1"'.fii!:-· _ _,_1·--=-~/--:-V'l=~"==' ....... ,-c:.1.""""1...:_V__,__?_---'~=~ Building Permit No. _____ ~ac..__n...::c..,,c...'·-=------- Plan File No, ________________ _ Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other ___________________ _ MATERIAL DESCRIPTION ~PECTION CHECKLIST i _ ./4nt: Rebar alc.rl" /4n &Specs I _ Rinf.: W.W.F. -~ances I _ Rinf.: Tendons ~itions I _ Cone.: Mix #/psi2$f fYJoi) -2:s _ Cone.: Mix #/psi ~cr--'TV _ Cone.: Mix #/psi -~e Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick ~eel £1 -:!.fu _ Torque Applied _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME __ .j_~-~~"r--'-h __ ..... l)~1 !9~,....,~'·-c:-r....._..) __ (Print Clearly) INSPECTOR SIGNATURE ___ Y-=F~()"-'-:t:4{2.c...h_,___,.lXJ...,.,., ,_;0-:_-W-=-- Ps1 s-soo-110 7 4/Cj S-Z, /S12, CERT. NO. __ __:.__:. __ __._.._ __ .::......,. _______ _ DATE ___ 9,__--'--/""-)_-_q~~------- r..;;t;;J ,~ Professional Service Industries, Inc. American Engineering Division Page_1_of-1 .r INSPECTION REPORT CLIENT 72 P. /(_ Wnsln.x .. -hoY? ~ oATE __ ~_o_-_G~--q_..a_. _ PROJECT (Name}M15 ~A C£{,ITIC/3, (Addressk%2:9.,;? ~rad~ A, U!tr~..d-CA , Architect____,f±~-:[ __ A--'-%-0 __ 0t_0\:_~_8 __ /j_ro_h_1'_+-eJs_ · REPORT NO. 0.~q-,3 OQ92-:-.l '2 Building Permit No. CS 930 S':13 . Plan File No, ________________ _ Engineer ___________________ _ Govt. Contract No. ______________ _ Contractor. _ _,__)::>_~_~ _~ __ (_&_n_&l-rv __ 0fl--=-o~Y1_:T_r'le,----'. OSAorOSHPD#-------------- Other ___________________ _ INSPECTION M~AMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD _· _ Concrete Cylinders _:j__ _ Rinf.: Rebar _ Plan & Specs __ OSA __ Cement --_ Rinf.: W.W.F. _ Clearances __ Specialty __ Mortar Samples --~inf.: Tendons _ Positions __ Mechanical __ Grout Samples _ Cone.: Mix #/psi 3-»f/ _Sizes __ Electrical __ Masonry Prisms --_ Cone.: Mix #/psi _Laps ~ofing __ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi oncrete __ Fireproofing --_ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete --_ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --_ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --_Steel __ Fireproofing __ Steel --_H.S.Bolts __ Waterproofing __ H.S. Bolts --_ Metal Decking __ Non-Destructive __ Tendon (PT Strands) --_ Electrodes __ Soils Technician __ Other --_ Fireproofing __ Batch Plant __ Other --_Other _ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed REMARKS CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATUR PSI 8-900-170 s;f~o/ CERT. NO. ___ __,_--'-----'----------- DATE __ /_·o_-_6_-_9_3_. ______ _ r.u;;J ,~ Professional Service Industries, Inc. American Engineering Division Page_1_ot__2 INSPECTION REPORT cu ENT . /SI~ t/71/4.&nd~b?l7? UL~ DATE ~t:9-&;-tj 3 PROJECT (Name) /SIS /,,//~@; (Address) .:P~ '9..q ~~V 7 ~S&N? REPORT NO. t!>-5°9-,?t!P&f't-<.__ -,',),,;, Building Permit No. 9 :P-,5",Z 3 Engineer __________________ _ ---~r:::::---·-....,.~1'-------~ \.:i"-v·L. __ 11 1,1 • -- Contractor L2 I° ,If: INSPECTION _ QSHPD _OSA _ Specialty _ Mechanical _ Electrical , _ Roofing _ Concrete _ Masonry ~ Struct Steel _ Prestress Cone _ Pile Driving _ Fireproofing _ Waterproofing _ Non-Destructive _Soils Technician _ Batch Plant _ Bolt Pull-Out REMARKS e;/$S1 E;'(JIE ,e7 MAT'LSAMPLING _ Concrete Cylinders _ Cement _ Mortar Samples _ Grout Samples _ Masonry Prisms _ Masonry Block _ Fireproofing _ Units (block or brick) _ Asphalt Concrete _ Roofing _ Reinf. Steel _ Steel _H.S.Bolts _Tendon (PT Strands) __ Other _Other ____ _ __ Other ____ _ Otl1er //. ~If '77~~ ~ c.9tL-"(' £/ /:J't ( ---QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ____ Rinf.: Rebar _______ Plan & Specs _____ _ ____ Rinf.: W.W.F. _ Clearances _____ _ ____ Rinf.: Tendons _ Positions ______ _ ____ Cone.: Mix #/psi _ Sizes _______ _ ____ Cone.: Mix #/psi _ Laps _______ _ ____ Cone.: Mix #/psi _ Future Continuity #/psi __ _ ____ Grout: Mix #/psi _ Consolidation _____ _ ____ Mortar: Type/psi _ Mortar Batching ____ _ ____ Units: Block _ Electrode Storage ___ _ __ __ Units: Brick _ Torque Applied ____ _ ____ Steel, _______ _ ____ H.S. Bolts ______ _ ____ Metal Decking ____ _ ____ Electrodes ______ _ ____ Fireproofing _____ _ ----1 _ ___ Other _________ Corrective action required __ ____________ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME U ~,o ~A:/7 dc,t? ;;PF' CERT. NO. lb,'JCJ 5ff4? L' fl (PrintClearty) ./ ~ INSPECTOR SIGNATURF~ ~ PSI B-900· 170 DATE /t!J-.. &:> --~ °3: ~., I,~ Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Project Name (per plans) /$'/ 8 ,e//,tl-/f'//7Aft!Cu 7"/t:!/fL..S Inspection Date Page.2..ot-,? /~-/4-q_q 7: S'_ 78 ~~BEb .,,0 .t.'d-76 .$;' /,;z.,l ~.,#-'-~ /f';1tre" ,,;{Jt!) r ,OE,/lff LJE~~<::..;J. ~~ ~-t; / , -J __, /} ---/ ,;;~~ ~R"i,,t/,rfI~ "'./ / Inspector's Name _ /// , _, / I ~ V \...:) PSI 8-900-171 ~., ,~ Professional Service Industries, Inc. American Engineering Division Page_1_of _j_ INSPECTION REPORT CLIENT ~p lZ-Co"" ~:z:tZ. v c...r 1..0./\/ DATE __ ~A=z=>_-~l-3~-~P'--=~'----- Architect_A~r_r __ ,/k._-'-&-~-'-~~_.__-=------- Engineer ___________________ _ Contractor. _________________ _ INSPECTION __ OSHPD _QSA __ Specialty __ Mechanical __ Electrical , __ Roofing '""concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Te(?hnician __ Batch Plant __ Bolt Pull-Out REMARKS 0/3(€L,v:£.c I 1 /7 LAu:;,u,z,u --r; MAT'LSAMPLING QTY -~ncrete Cylinders -3._ __ Cement -- __ Mortar Samples -- __ Grout Samples -- __ Masonry Prisms -- __ Masonry Block -- __ Fireproofing -- __ Units (block or brick) -- __ Asphalt Concrete -- __ Roofing --__ Reinf. Steel -- __ Steel -- __ H.S. Bolts -- __ Tendon (PT Strands) -- __ Other -- __ Other -- __ Other -- --'?" ., . PROJECT (Name) -::r's$ ?/2½-ft,M.ciceu:r:1 tA (Address)_,t.;=,z.:=q=z.'--..L.&-=--4--t>-~~-- 1 REPORT NO. o,-C9 -30'09.;z_,-~(p ~~lt~14 9 Building No. Cf> "'3 o o/'.~ 'Pe,,t.u ~J 9 Pla:1, File No. "S" E: .:300 S:::S::::: Govt. Contract No. ______________ _ OSAorOSHPD#-------------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar _ Plan & Specs __ Rinf.: W.W.F. __ Clearances __ Rinf.: Tendons _ Positions ......-Cone.: Mix #/psi S.Q"/2 zs:'P __ Sizes __ Cone.: Mix #/psi _Laps -.. -Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block __ Electrode Storage __ Units: Brick __ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking <Ml £,,fc 7-·oo """"" __ Electrodes <J. ;::p s, t::£ e,oo ..._ __ Fireproofing ~ __ Other __ Corrective action required __ __ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. "'J INSPECTOR SIGNATURE~-,__µ~~=-~~--=~;t="- Ps1 6-900-170 DATE /. (3-! / 'Ll //g r.:;:;;;';J I,~ Professional Service Industries, Inc. American Engineering Division Page_1_of_l INSPECTION REPORT CLIENT J) p R DATE ,/Q-d-,d, Architect IA 7:-lit f;5ccm "1£ s Engineer ___________________ _ Contractor. tJ!JJ!l< DP I( INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- __ OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- __ Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) --_t:. struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS r.f/0,yz j) ;::. /(.?/J_} PROJECT(Name),~7:,'-'=='<~/~<'------- (Address) <2 ~g-;,t J.:;/ef(A D.# y ,,. C.'14/f l< i< .fi?I) - REPORT NO. c,s-,S:::-?aG 9:.d> -0 Building Permit No. _ .... 9'----'-",3'---~ ..... 21..,_rJ-'-. ---.S~-------- Plan File No. _______________ _ Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other _________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _ Units: Block _.:::s.. Electrode Storage _ Units: Brick _ Torque Applied + Steel ;f/-3_ r-. 1 fl.f"O {) J _H.S.Bolts _ Metal Decking _:{._ Electrodes £,?//-/I _ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plan specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin ion or project control. INSPECTOR NAME _./2c..._, .:.1.)J_,_/_,_/.,__/J,---'.:/....:....J,,_'1_·:r_·---=~:;....c .... 1,,,.t'l...,_1-'-'-l4-_J J __ _ ,jc; )-CERT. NO·---=----------------- (Print Clearty) DATE __ ~/,._-(_.J_ ...... _._)~_::..__·_-~1/ __ <_-_______ _ PSI 8-900-170 /, Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 DATE: 15-0ct-93 LOCATION OF PLACEMENT DATE POURED: TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, F CONCRETETEMPERATURE,F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Tilt up panel "E" 15-Sep-93 8:25AM 41/2" N/A N/A NIA 16-Sep-93 Joe D'Amico FIELD DATA COMPRESSION TEST RESULTS LABORATORY REPORT TEST DATE OF TOTAL CYLINDER NUMBER NO.: AGE TEST LOAD DIAMETER (DAYS) (LBS) ON.) 7551A 020 7 22-Sep-93 69000 6X12" 75518 7 22-Sep-93 73000 6X12" 7551C 14 29-Sep-93 85000 6X12" 75510 28 13-0ct-93 107000 6X12" SPECIFICATIONS 28 REMARKS: PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Superior Ready Mix DELIVERY TICKET NO/TRUCK 6746959/350 MIX# & PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2440 28.27 2580 28.27 3010 28.27 3780 3000 355P OBSERVATIONS 0 Cylinders made by PSI reproeentallve D Cylinders mads by Olhore 0 Cylinders plcksd up by PSI repreeenta:fve. D Cylinders delivered lo PSI laboralory by olhore. 0 Toot resulle comply wllh applicable spoclllcatlons D Toot resulls do nol comply wllh appllcabls spoclllcatlons. TYPE OF FRACTURE, IF OTHER THAN CONICAL ___ _ cc: 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad CONFORMS PSI A-200-4(2) 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 Respectfully submitted, _,,/ Professional Service Industries, Inc. • 619/455-0544 • Fax 619/455-1170 Professional Service Industries, Inc. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: D.P.R. CONSTRUCTION INC. 6333 GREENWICH DR., STE. 170 SAN DIEGO, CA 92122 DATE: 15-Oct-93 LOCATION OF PLACEMENT DATE POURED: TIME SLUMP, IN. AIR CONTENT, 0/o AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Equipment Pad lines 2. -A 06-0ct-93 9:30 am 31/2" N/A 74 76 07-0ct-93 Fidencio Viramontes FIELD DATA COMPRESSION TEST RESULTS LABORATORY NUMBER 7733A 77338 7733C 7733D 7733E SPECIFICATIONS REMARKS: cc: PSI A-200-4(2) REPORT TEST DATE OF NO.: AGE TEST (DAYS) 024 7 13-0ct-93 7 13-0ct-93 28 1 -D.P.R. Construction Inc. 1 -A. I. Associates 1 -City of Carlsbad TOTAL CYLINDER LOAD DIAMETER (LBS) (IN.) 104000 6X12" 100000 6X12" 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 PROJECT: ISIS PHARMACEUTICALS PROJECT NO.: 059-30092 SUPPLIER Escondido Ready Mix DELIVERY TICKET NO/TRUCK 137 4403/339 MIX# & PROPORTIONS 355P CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE Pozz CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 3680 28.27 3540 3000 OBSERVATIONS 0 Cylinders made by PSI representative D Cylinders made by Others 0 Cylinders picked up by PSI representative. D Cylinders delivered to PSI laboratory by others. D Test results comply with applicable opeclflcatlono D Test results do not comply with applicable epeclflcatlone. TYPEOFFRACTURE,IFOTHER THAN CONICAL ___ _ Respectfully submitted, Professional Service Industries, Inc. • 619/455-0544 • Fax 619/455-1170 [ "' ,., >-<( a a -$g Cl) 6 Wd \ \ \ )> : :r I "' AM £ r;ooN 6 L\1<1S3NG3M ,. FORM p.3 MANUFACTURERS' DATA REPORT FOR WATERTUBE BOILERS, SUPERHEATERS, WATERWALLS, AND ECONOMIZERS As Required by the Provisions of the ASME Code Rules 1. Manufacturedandcertifiedby PARKER BOILER CO., 5930 Bandini Blvd., Los.Angel~A.-'----'9~0'""0-'-4-=--0 (Name and address of manufacturer) WEA.THER ENGINEERING, 7199 ALVARADO ROAD, LA MESA, CA 91941 2. Manufactured. for' ---------.:....--------------,---------------------(Name and address of purchaser) . . ISIS PH.£\RMACEUTICALS, 3. Location of Installation ·2292 FARRADAY AVE., CARLSBAD, CA 92008 COMPLETE WATER TUBE (Name and address) 4. Unit Identification STEAM BOILER 43067 103-9 .5-10 43067 1993 (Complete boiler. superheater, waterwall. economizer. etc.) (Mfrs. Serial No.) (CAN) (Drawing No.) (Nat"!. Bd. No.) (Year Built) 5. The chemical and physical properties of all parts meet the requirements of material specificationq of the ASME BOILER AND rRESSURE VESSEL CODE. The design, construction and workmanship conform to ASME Rules, Section t_~l:..:9:..:9:..:2=--____ --=.1:.:9:.:9:..:2:;:,_ ____ _ 6. (a) Drums (Year) (Addenda Date) (Code Case No.) Inside diameter, Inside Length No. in. Ft. In. 1 l? 1 d 2 ' 3 4 longitudinal Circum. Joints joints No. & Effl· No.& Elli· No. type• -ciency: type ciency 1 SMl S 1nn~ ?(?) pr,11 2 (n) 3 4 "Indicate If (1) Seamless; (2) Fusion welded. 6. (b) Boiler Tubes .-Shell plates Tubesheets Tube hole ligament efficiency I Mat'!. Spec. No., Grade Thickness .ln.~ide radius Thickness Inside radius Longitu-Circum- in. in. in. in. ~ d1nal ferential <:11_i:;~.:_R ~7i:; r::. I C:::MI <:: PTPJ:" I I I Heads Manholes Hydro• Radius static Mat'I. Spec. No., Grade Thickness, in. Type·· of dish No. Size test, psi SA-516'-70. PIATE n25 Flat 2 1-1 /411 -1 ..lndlcyte ii (1) Flat;..l.2/ Dished: (31 Ellipsoidal; (41 Hemis_eherical. 2 End Tubes 19-3/8 1 1-1/L 'ID Pipe ?A-5~ • 145 11 6. (c) Headers No.-------"----------------(Box or sinuous or round; Mat'!. spec. no.; Thickness) Diameter Thickness Mat'I. Spec. No .. Grade 2 End Tubes 16-1/211 1-1/211 ID Pipe SA-53 .145 11 Heads or Ends_______ hydro. Test, psi, ______ _ (Shape; Marl. spec. no.; II 6. (d) Staybolts Thickness) (Man spec. no.; Diameter; Size telltale; Net area) Pitch, _____ in. Net Are,"'-____ in.2 MAWP _____ psi (Supported• by one bolt) 6. (el MudLe.g 57 11 1-1/2 x 111 Pipe SA-53 .145 11 W/Four 1-1/411 Pipe SA-53 Risers .14011 (For sect. header boilers. State Size; · (Shape; Mat'!. spec. no.; Shape· Mat'I spec no· Thickness) Thickness) .. 7. (a) Waterwall Headers Heads or Ends 7. (b) Waterwall Tubes Size and shape Material Thickness Shape Thickness Material Hydro. Diameter Thickness Matertal No. spec. no. in. in. Spec. no. test, psi. In. in. spec. no. 8. (a) Economizer Headers 8. (b) Economizer Tubes I I 9. (a) Superheater Headers cl-ieads or Ends 9. (b) Superheat er Tubes No. Size and Shape Material Thickness Thickness Material Hydro. Diameter Thickness Material spec. no. In. Shape In. spec. no. test, psi. in. in. spec. no. This form may be obtained from the National Board of Boller and Pressure Vessel Inspectors, 1055 Crupper Ave., Col's., OH 43229 NB-29 Rev. 2 • I , 10. (a) Ot.her Parts ·(1)__,.-,,---,,-c---~ (2)..,· -"--,--,----'-. :(3)'-. ---~,..:;-.,,.-10. (bl Tubes for Other Parts I ~ I J 1 L .Nozzles, ,inspec:tion• ·,&,,safety' valve ·open.ln~s ·,_Purp,o,;'e :(Inlet, Oytle\iDrain, etc,f steam Oirtlet. Sa-fetv· Valve Rlnw~-Fi Feed .. . . ' 12. 31_ .. -Bqiler I b · Wat~.rwa_ll jl ·C :1 d . ., 01.im: ... . Nom. . .. ',' . No: or Size Type· Mat'I. Thk. , .. . .. . . ' .. . 1 i II . . Th'.r.ead.ec. -:'S.A-5 .. 3""8: 1 . . .. ··1-II• , lllreaded . .. SA-53.,.B · 1 .. 1 ... •· . 'Ma~li'riu'!''Ali0:\'f· able Working · ·:l;'ressjJre ll:JU PS. l i 1,i fhrp;::ided s·A-53 1 ti • threaded; i~A-t'16.:?d • -,., . .. . .. . Coile -Par. and/or l;ieat\ng Formula on:whlch,' Shop hydro. test . ·surface '_ . ~wp·1s-~a~ed: : · ,psi-· ·sq. t(; Dr.11::F-:i a( a' · . 225 68 · 1 ,. Reinforcement . ·Mat'!, ., ,, .. .. 'f .. Heatin_g surjace to be·stamped on drum heads. Thls'·heating ·sur-face· not to' be used, for·deter• mi'rii'ng mini, . . I e Other parts·. mu·m·satety · · · · _valve capacity .. I I .. How Allached tocatlon Integral She·! I ., Ihtegra I Shel I" Intearal Mud Le.a ·Tapped Hea:<;1 13. Field hydr.~ .. te~.t-psi Rem11rks: Manufa~turers' Partial· Da,ja :flepcms prop~r!y·identified: and ~igrwc:t by Cprpmissioned .ln;sp.ector~ have been furnished for the following Item~ of this·r~port: No .. Partial o·ata Re po.rt; . .. .· . . .. . · . -. . , : . 14. B6il~r··des-l.gned: arid hydro te.$t~d--for l50.PSI; but stamped·wi'th ·1ower MAWP due ti:, tdin .. In·spection Includes. Water Collimri, Ste·am.He_a_d.e.t_and: :\{ater Feed Pi pin . ... . . · CER'tlFICATE OF SHOP COMPLIANCE._-. i We-certify tliat the ~tatements riiade·in this data.reportare.cortecj and ttiat all. derails.of, design,material, construction, and workmanship,of ·this-boiler confprm· to the A~M; Boiler and Pressure. V~ss~f· Code, Sec;,tion·-t · · ; Certificate df Au'thorizatiori No. 517 fo tise'the iS -~>"--"'77'-"-:,----'--;, 9,6 · 'D~ie AUG .. · 1s:,1993 ·C;. Name . PARKER B'OJLER ·co. · (tila!)ul_act<,uer)· . . ' :C,l:;RTIFICAti OF SHOP INSPJ;.CT.IQN . ... . ' . • 1 BO1LER C6NstRucrEosv PABKl;B BOILER JO.. ~t-·Lo_s ANG.EL.ES, CALIFORNIA I, \h~ ·uridersigned; ,hcildjrig ·a valid c9mm1s-~ior).f5suec:;l .by Tl;lei Nati6tii31 Board,o.f Bqi)er, _and Pressure Ves~el Inspectors and. the .~late or . ·ProvinceoJ CALlEORNT.A andemployE1dby .DEPT,. OF BUILDING & SAFETY ... · ------"'"'"'"'~--=-,,--,,....-,~-· -,---·-'--·""•. 91-CITY OFl:OfrANGffES_ ha,ve•irispected.parts of·this boiler referred to as.data it~ms .. 6., 11, ., } 2 & 14 . and hciVE1 examined ManuJacturers' Partial· Data Reports I.or. items , . ·:and state, .that, ·to ·the best of my, knoWledge and beliei, th.e m~n.ufacturer has· ·c·dnstrucrcd. this io1rer in accordance with the "applicable sections .of the ASME: l;lOIL~R AtilD PRESSURE :YEssgL,CODE. · ·By signing,this cer~iffi;:ate neither.·the fnspector·nor. hi~-eriiployE1r makes any·.~arrarity, fxpfessec:;1 or:implied, concerning 'the·bofler:descrlbed .in ihis Manufacturers' Data '8eport. F1.1r.thermore,melfhedtie lnspeclornor;his employer·shall: be lia81~ .ir) any manner·for any personaJlrijury- 1or prqperty dalT)ag~ .pr a .loss .. of any 'kind· tis.· _g from· gr ~ted with this inspection: :Date AUG •. 18, 1993 · Signed .. ·"' C ~ Cornmlssio~s ' N'B9915.:-A CA16Cl6 PAWC3465 . • 1 ' • • ••• • • • ' , • (Authoilzed-!ns'pecto.r) . · Nat·1. Bd. (incl. endorsements), State: Prov .. and N-o.- CEl:lTI FICAT;E OF .f.lELD P;~SEMBLY COMPLIANl;:E .. We .certify t!'lat the field as;ern·61y of. ?,I)-parts of this -boiler conforms with: the .requirements of .SECTION 'I of the ASME BOILER AND . : PF!ESSURE VESSEL CODE. 1 • . 'Certificate of.Author/zatiori No. ________ to yse the~-~------.Synibolexpirel'._~----,------'-19 __ _ (A),or.'(S) ·:'Dale. ___ __,.,~~'--Cb. :Nanie_· -~----,--~-;------'---,--,-,.~ -Signed ______________ ~~~ (Assemtjler) (Repres,e.ntative) ,CERJ:IFJCA'f.E OF FIEL::Q~ASSEMB.LY .INSPECTION . _,\, t.he undersigned, holding a valid· corhmiss19n rssu.ed· by The Na_tio.hal Eioard-of :Bofler .and Pres:sµre Ves·sel Inspectors a~d the State or 'Pro','.ince,ot,. and0ernp1oyed:by .:..: ----'----'--'--'-------"'---"-'--~',,,,----'---'-------'--'--' iof -~-----~-tjave compared· t.h~ statE;!rnen.t:i in tt:il~ :Manufacturers' Qata.Rep.or.tcwith the.despribed boiler and s\<Jte, that· the. -parts refern~d to i3s·data i.rem:i . · · · ,. not included in the c~r,fificat~- , ;of Sh?P inspection, have ,been insp·ected by rn"e aod tliat to ·,the oest of· my:knowledge and belief tt1e marufacturer and/or the-ai;semb[er has . 'constructed and-f1SSembled th.is boiler-in ac\;brdance with the applicable sectioqs of the ,A$ME B.OiLER AND PRESSl;JRE v:~$SEL ¢ODE. , ':the described l:ioiler was ·inspe¢ted.'and s4bfe·cted to a hyc;Jrostatfc r~si of · psL ' ' ·.By SiQning this 9ertificate neither the lnspector·nor his employer makes any·warranty,. expressed:or lmpiie.d, concerning the bqfler des·cribed ' ,in this M'anufa·ctur~rs' Data Repcii:t Furthermore, rieiiheJ 'th'e lh~pecfor· nor his (;lhlployer shalJ:-be_ liable, in any· mar.ner for any perso·naitnjur.y . or proper\y dainag·e or a .loss of any kirid ar.isTng.·frorn 9r i,orihect~d Wi\h this in·spection: · ,Date_-=-~.;--,~-'-c~ Signe.cf Qom missions. __ ~-~-'----------'---'--'--(A~)hqriz~<l lnspectoq . " .. Nii'I._ Bit ·11ncf .. cndobemcnts1, State.,.Pr~v. and.'No, 103-9~5-Yo .( OB·)' R~quir~d Code Sta:mp.itl9 Locq_ted Qn (Jq.1m-H~qd, Ri:ght Side. ·.: 'I ~J ·1_·;:; ., FORM P-3 MANUFACTURERS' DATA REPORT FOR WATERTUBE BOILERS, SUPERHEATERS, WATERWALLS, AND ECONOMIZERS As Required by the Provisions of the ASME Code Rules 1. Manufactured and certified by PARKER _BOILER CO., 5930 Bandini Blvd;, Los Angele~A.-'---=--90;:....,0'--'4-=--0 (Name and address of manufacturer) · 2. Manufactured for ~ __ W_E_A_TH_E_R_EN_G_I_N_E_E_R_IN_G-'''--7_1_9_9_A_L_V_A_RA_OO __ RO.;;..;A..cD=--<-, ....:LA=.:...;..M..:.:ES:c.=...A-'-'-,'---"C-'-A~9-'-1-=-9-'-4-=-1 ____ _ (Nar,,e and_ address ~f purchase() 3. Location of Installation ISIS PH.ll.RMACEUTICALS, · 2292 FARRADAY AVE •• CARLSBAD. CA 92008 COMPLETE WATER TUBE (Name an_~ address) 4. unit ldentffication,....:S=-T'-"E::!...A!!...M'----'"-'BO:::..;l,::.,L;:..,:E:.:.;R,___~4=3:,:...06,,_,6,,__ _____ ~10::...:3C--:---=9...:..-=-5--l..:...:0::__ ____ 4..:..:3:....:0:....:6...:.6 ____ ..:::.I°.::..99:...3c... (Complete boiler, superheater, (Mfrs. Serial No.) (CRN) (Drawing No.) (Nat'I. Bd. No.) (Year Built) waterwall, economizer, etc.) 5. The chemical and physical properties of all parts meet the requirements of material specification~ of the ASME BOILER AND f'RESSURE VESSEL CODE. The design, construction and workmanship conform to ASME Rules, Section f 1992 1992 6. (a) Drums (Year) (Addenda Date) (Coae Case No.) Shell plates Tubesheets Tube hole ligament efficiency Inside diameter, Inside Length Mat'!. Spec. No., Grade Thickness . t.nslde radius Thickness Inside radius Longitu• Circum- No. in. Ft. In. in. in. in. in. dinal ferential 1 1? '.l 4 <:ll-t:i1-R 17r:; h 2 SMI S PTP!=" I 3 I 4 Longitudinal Circum. Heads joints joints Manholes Hydro- No,& Effi-No. & Efli· Radius static No. type• ciency type ciency Mat'I. Spec. No., Grade Thickness, in. Type:· of drsh test. psi No. Size 1 SMI S mm: ?(?) pr,::n SA·-516-70· 2 fa) Pl ATF -3 4 "Indicate If (1) Seamless; (2) Fusion welded. 6. (b) Boiler Tubes Diameter Thickness Mat'I. Spec. No., Grade II _625 Flat 2 1-1 /411 -1 I 2 End Tubes .. lndic,te if (1) Flat;22/ Dished: (3) Ellipsoidal; (5 Hemisrerical. 6. (c) Headers No. 19-3/8 a 1-1 / a ID Pl pe SA-~ . 45 u (Box or sinuous or round; Mat'I. spec. no.; Thickness) 2 End Tubes 16-1/211 1-1/211 ID Pipe SA-53 .145 11 Heads or Ends . Hydro. Test, psi ______ _ (Shape; Mat'I. spec. no.; Thickness) 6. (d) Staybolts (Mat'I. spec. no.; Diameter; Size telltale; Net area) Pitch, _____ in. Net Are.a_ ____ in.2 MAWP _____ psi (Supported' by one boll) 6. (e) MudLeg 57 11 1-1/2 x 1" Pipe SA-53 .145 11 W/Four 1-1/411 Pipe SA-53 Risers .14011 (For sect. header boilers. State Size; · (Shape; Mat'I. spec. no.; Shape· Mat'! spec no • Thickness) Thickness) ., 7. (a) Waterwall Headers Heads or Ends 7. (b) Waterwall Tubes No. Size and shape Material Thickness Shape Thickness Material ·Hydro. Diameter Thickness Material spec. no. In. In. Spec. no. test, psi. In. in. spec. no. 8. (a) Economizer Headers 8. (b) Economizer Tubes I I 9. (a) Superheater Headers I 9. (b) Superheater Tubes Heads or Ends No. Size and Shape Material Thickness Shape Thickness Material Hydro. Diameter Thickness Material spec. no. in. In. spec. no. test, psi. In. in. spec. no. This f<;>rm may be obtained from the National Board of Boller and Pressure Vessel Inspectors, 1055 Crupper Ave., Col's., OH 43229 NB-29 Rev. 2 ., io. (a) Other Parts· (1,_·--'-----'--'-(2),_-_'--~.,--.,..-~(~)-,......,---,---,--10:. (b)_ T.ubes for Other Parts - IH . . I I · .. J I I I 1 -11. Nozzle$, ins,Pection ,& silfety, v~IVe-openln_.gs:° !' I , .Puipose '(Inlet, butlei, Dialn; etc.) · Ste.am Outlet·· Safet.v_ Valve. Feed 12 .. ·.Diam: -,,, , · of lllze ,.. TYP.e -· · Mat:I. -_ - -~ •, :, ' • ' ' e ' • > ' • •• • •' ' --No. 1 ' _ 1 '" -l: 1,-- 1 , Maximum Allow· abl_e working press_ure' ' l" · Code-Par. and/or . . . . Formula on-which ·Shop-hyd_ro .. test -' ;i;l(Vf:'·_1s· Based , psi · · Nom. · Tn)<. Heating Suriace ··sq.ti.·· , -Reinforcement 'Mafl. :b-· _ ·.waien/{~11., · on:dr'um•heads. t--;--,---t-'----'-,,,+----',--l--'----,---,,-.,..--.c..+----,---'--,--+-'--'---'----'-+--'---'---'-1' , This heatirig ·s~r- .How ,Allacited · Integr~.-i Integra 1 Inteara1 Tapped 13. ~oqatfon ·shen $h~ 11 - Mud L-eq - ·Fleld ·hydr_o. t~st psi ' a Bo{ler fOQ''PSf P.1::'-ll F.1:d(ci'' 22'5 68 -1·1· .~8b~~~~~~tt C ": :Ecohdmii.er_ -lace not-to be I t-, -d-t-S,-,u--p-e-_r.,,.h"e_a_t-,e'r""'· _~_+-'-'---,--',,---;----',---,-,-,f-------'--l----'----'--+----'-'----1 -used lor deter,, ~ mining l"Oini-· E! . Other parts · mum saiety -' ' ' -' . ' ' ' ---: ' valve 9-apaclty. ' '----'--'----'~-----' - 14. Remarks: Manufac;turers.' Parti;:il Oata i:\~pods prnp~rly .\de.ritjfiea ·a.rii:]· signed by Con:\mlssiqned Inspectors have be~n f4rnish~d -for th_e fqlloV{i09 items of this r~port: No> :Pa rti a T Data Re port . -----_'. . --_ -. - B(ri)-er a,esi gneo and hyd·ro:·te$·ted 'fqr i~O PS'I./ 1::>Qt.slarnped ·with-lower MAWP due to trim. I.nsoectfo.n Includes WatE:.t.:...CQlumn. Steam Me·ad·et. ang_J~a.ter. Feed Pi pi no. We-certify-that: the-:>tateme·nts ma.df/ in .this data repqrt are:correct1ahd·that:·c1.11,d~tails of dl:lsign, material, construction, and Workrnan·shlp of this boiler c9r:iform-to the ASME sJpiler and pres.sure Vessel ·Co<;le, Section. I. -.. - Certificate:ot Auth'orizafion,No · 517 to use the -· ;S · . · s~es JU Ty· 31 , · 1 s 9.6 .1'oate8UG:_)8,1993: Co.Name·-·· PARkrn:$0,ILER co •. · (A)'qf_(S)' Signe~ R' L~ c~ .. , ·· ---: -· (Man_u/a~t~i~r) ·--. ~ (Authorized Representative) --· ), --, .CERTIFIC.A:re·oF slpp'-1NSPEci-10N .. BOILER' CONSTRUCTED BY PARKER. BQitER co·. . _ ·at t0s: ,ll;NGELES. CAL I FO RNIA \ I, {he t,Jnd~rsigned; ·~olding .a valid, cpmmisslqn -iss'~ed by The N~{ional Boa~d .of B~iJer _ind Pr.essure Vessel Inspectors ·and the Staie 6/' ; . : Province·ot. CAUFQ~NIA . · and·employedtiy :: DEPl •. OP BUILDING & SAFETY -__ _ . _ / . . -, · ot'GIJY-·OFLOS'ANGELES h~'l~ in~·pected parts of this boiler ref~rred to~s d~ta:·ite~s · · : 5·,.· l:l., 12 .& l4_-·· _ ·· · · · ·----;hd_h;iye·f!.xamine<;l:ManufacJurers'PartialData:Heport~.fo_~.it.ems· f ,. -• I and-State -that•, tO the• tJest ot'my knowledge a,nd: pelief, the fli~nufact_urer h~fS Cdnstructed this.:boiler f'n accordance With· the appli9able sec\ions ofthe .ASt','.ii; BPJLER AND PRESS_URE'.\(E$SEL CO,Dt . . . -- . :E_ly ~ignJrigJhis certi.fic?lte r\ejther·tfie tn~·pector. nor .. his efnploy,er m_akes ~iny·warrantY, expressed or implied, concerning-the boiler described- ' in this-Ma[iufact1,1.r.(:!rs' Data Rep6r.t.. F.li_rthen:nore, flei_ther th.e .In spec.tor nor .his empro,yer s.hall 'be··lfable in any manner for any perso.na.l.inju·ry .or pro_ pe~ty. _da(Tl __ -aQe,-__ or. ·_a. los.s __ of. any ,kinc},-f1._1risi-9g _ _(_r~-.mm_ Ff r_._.-~-'~~-§!Cte_ d with t_ h'is _r_n,!lp~cti_o __ n_. -.- Qate JWG •.. 18.,.1§93 Signed-Lf. V:: """~~ ··-" _ _ . C.ommisl,ions NB9Ql5-A-CA1606 PAWC3465 -·: _ .__ :-' , -I/_ (A~_th9rlzed,lns_pe-ctdr): :·--·_-__ . _-· -, ___ . -~at'.l.fld.·(lncl.endorsements),.State,Prciv.ancl't-jo. rWe certify tha:t the field assembly of all parts o·t· f~is· bc;iiler i,:bnforms With-;t)1e -requirements of S~GTION I of the ASME BOi~ER ,A.Nb tPRESSU,RE':~ESSEL.CODE. " _·. Cer-ti'ficate o/ Aµlhorization Nci ________ .. tci use fhe_-'----'-'--~------$ym!Yol;expirns,_-__ ..,_ ___ 1·g ______ . i Date· ____ ._-, ___ -Co. Nkmf!-~~------,-,-,-,-,-,-----'A_l o_J_(s_i ·-,--s·ipned ____ '-'--'-----------, (Assern_bler) (Repre·se'i11a1ive)_ .• :. I I, th§! !Jnd~rsigned, h_olding a valit:i co':°niis;,io~ issued by .The Natidna,I .So~rd df .Boiler and Prel,sure Vessel lnspeqtors c!.nd the: State or. - , Province of --"---',--'~~'----anqemplbyeq qy -,,-c.,..'-'-. -'-' c..----~-• .,... --'-'--~"--+,-"-----'--.,,-,-,---'--------'---'--'-'-- . of --~..,,._ _____ ,have· compared the ~tatemen\s· i,n·tbis Ma~ufacturers/-Data Rep9rt with the described boiler.-an.d staie that the : parts r.eferrea to q:s-dc1ta items-'--~----, .------~-----·~· --~-~-·~---------• not' included in .the·certificate , 91. shop ins!'?ection,_. have been inspected by me and,.tha,t to the bj;Js_t o·f my· knowl.edge and',belief the manufacturer and/or the asseinl;llerr has copstructe~t and assembled ·!his boiler in. accordance 'with the appll_cabl!=l sections of the ASME ,BOILER AND PRESSURE VE$S-EL-CODE. The--d~scribed boiler was' i'n!?pected -anc;I" subjecte:~ to a hydrostatic test of . :. _ . -_ . p~L . . ·,E_ly-signing .this 9er.tlf.ica_te -_neither the_ lnspeclor: nor bis (:!rtipl6yer n:iakes,ariy warranty, ·expressed:~r-implied, concerning· the boil'enjescribe_d 11n thi~ M_cinufac,lure~:f Dat§l. Report. FUr-thermore; neither the li:,spect~'rr_1or his employer sh~II: be li~ble in any manner for any p~rson~I i'njur,;, • . or' property :9amag_e·or' a loss of' any ki'nd· arising -lroin-or cbnnect'ed wi\h \iiis 'iospection. .. \ ,bale· S'i_Qned· --" <<:;;omm'is!;,iotls,. · · , , :-,, , . : -(Aulhqrizep l~specH,r) -·,, -; 'N~rl, B9. (incl .. <Jnoorsements), Slate, Prov. and,t-10. ... --.. -,-1:03.-9 .. S-lO: {-.OB') Reqt:rirect· Code-Stampi·ng" L;ocat:ed '.On. Ort:Jin H~·aq; Ri'gh·t S.ide. . ~ -,' ~ ,, .. - !( • • -~ FORM P-3 MANUFACTURERS' DATA REPORT FOR WATERTUBE BOILERS, SUPERHEATERS, WATERWALLS, AND ECONOMIZERS As Required by the Provisions of the ASME Code Rules 1. Manufacturedandcertifiedby PARKER BOILER CO., 5930 Bandini B·1vd., Los Angeles. CA 90040 JN,ame and address of manufacturer) WEATHER ENGINEERING, 7199 ALVARADO ROAD, LA. MESA, CA 91941 2. Manufactured for 1Name and address ol purchaser) ISIS PH/>.RMACEUTICALS, 22~2 FARRA.DAY AVE., CARLSBAD, CA 92008 3. Location of Installation COMPLETE WATER TUBE (Name and address) 4. unit ldentification_S_T_E_A_M_B_O_I_L_E_R __ 4_3_0_6...,...5 ________ 1_0_3_-_1 _5 ______ 4-'-3_0_6_5 ____ 1""'9'-"9;..;c3 __ (Complete boiler. superheater, (Mfrs. Serial No.) (CAN) (Drawing No.) (Nat'I. Bd. No.) (Year Built) wateiwall, economizer, etc.) 5. The chemical and physical properties of all parts meet the requirements of material specifications of_tt:ie ASME BOILER AN!) i'RESSURE VESSEL CODE. The design, construction and workmanship conform to ASME Rules, Section l __ l 9Jl__ __3:2_?2 ____ _ 6. (a) Drums (Year) (Addenda Date) (Code Case No.) Shell plates iubesheets I Tube hole ligan,ent I efficiency Inside . I I I I diameter, Inside Length Mat'I. Spec. No .• Grade Thickness Inside radius Thickness Inside radius I Long1tu-Ci:-cum-I No. in. Ft. In. in. in. in. in. dinal ferential 1 12 3 4 SA-53-B .375 6 I i I 2 SMLS. PIPE I I I 3 I I ! 4 I I I I Longitudinal Circum. Heads joints joints I I Manholes Hydro· No.& Effi-No.& Effl· Type .. I ?adius static No. type• ciency type ciency Mat'I. Spec. No., Grade Thickness. in. of dish No. Size test. psi 1 SMLS. 100% 2(2) PG31 S/i.:-.516-70 .625 I Flat I 2 1-1 / 4111 2 (a) Plate i i I 3 I I 4 I I "Indicate if (1) Seamless; (2) Fusion welded. ··indicate if (1\ Flat; (2) Dished; (3) Ellipsoidal; (di Hem~sp.h4erifal. 2 End Tubes 22-1/211 2' ID Pipe SA-53-B • 1::i 1 6. (b) Boiler Tubes 6. (c) Headers No. ____________________ _ Diameter Thickness Mat'I. Spec. No., Grade l.315fl0J .13311 SA-53 Pipe .. .. 14 Tubes 17911 (28) 3/4 11 .. Inspection O.oeninqs (Box or sinuous or round; Mat'I. spec. no.; Thickness) 2 End Tubes 19-5/811 211 ID Pipe SA-53-B .15411 Heads or Ends._______ Hydro. Test, psi ______ _ (Shape: Mat'I. spec. no.; Thickness) 6. (d) Staybolts (Mat'I. spec. no.: Diameter; Size telltale; Net area) Pitch _____ in. Net Are _____ in.2 MAWP _____ psi (Supported by one bolt) 57" 1-1/2 ,x lu Pipe SA-53 .145 11 W/Four 1-l/2u Pipe SA-53 Risers .145 11 6. (e) Mud Leg---'---'--~---'--'--'---(For sect. header boilers. State Size: (Shape; Mat'I. spec. no.; Shape· Mat'I spec no • Thickness) Thickness) .. 7. (a) WaterNall Headers Heads or Ends 7. (b) Waterwall Tubes Material Thickness Thickness Malerial Hydro. Diameter Thickness . Material No. Size and shape spec. no. in. Shape in. Spec. no. tesl. psi. in. in. spec. no. a. (a) Economizer Headers 8. (b) Economizer Tubes I ! 9. (a) Superheater Headers Heads or Ends 9. (b) Superheater Tubes Material Thickness Shape Thickness Material Hydro. I Diameter Thickness Material No. Size and Shape soec. no. in. In. spec. no. tesl. PSI in. in. spec. no. I I i t ,~,' Thi« fnrm m,iv hf'I oht,.inf'ld from the National Board.of Boller a'hct··,Pr~ssure Vf'!ssel lnsoectors. 1055 Cruopf'!r Ave., Col's .• OH 43229 '• . I I I NB-2 n,..., I. 10., (a) Other Raf1S· fll--"-''-'---,-~--·(2), ... ---'----'--'-".;;.,-,.----(3)_,.::-___ -'-~ r 11. N~zzles, 'inspecfl6n &: safety ·val_ve '9_periipgs _ · Puroose '(ll)let. Outlei. Drain, \?tc:l . ' . 12. a. Boiler b . Wate_rwau .. _c; d__ _ Superheatei: Qther R}lits r .'d1a·m, .. C?;,s·1ie· Maxirrium-Allow• able·Worki!l9· P.ress~r\)' . Norn • , Type_-'r:iik Code,Par.,and/or : He'a.iirig, Fopnula on which · Shop )'lydro. iesi_ , Surface .AwP·.1~:Bas~d. ·psi·· sg,-lt:. :to .. (!:))· Tubes for Other Patts. r 'Relrifor,cement Mat'I, ·Heating: surface ·to·be:.stamped ' q(l•Orµm !lea(Js. This neatjng -sur- face qot .Id be· u·s_ecfl9r deter- mirting,mini•' · rritJm··s·afety . , vaNe.caocicity. r How Attached· 'Location 13. Field· hyd,ro. ·test'psl· .. ,;,'-, 14. Remarks: tvfan\Jfacturers'· Partial-Da,tg_Rep-6rts .properly,·identified ,_and signed ~Y Commissioned ·1nspec,tors have been fu.rnished. to·r the tot1owing items ot fliis report: · No P:a·rtial 'Da·ta :Reports.. . ·_ . . · . . . . . . .. . __ s·oiler designed :and hydro tes~ted for· 1$0' PSI:,· bu~ :;;.ta·mpe,g with lower MA\~P 4'ue to trltn. lns..Q._e,tl10n lnclutl'es Water· C::ol timn ,. Steam Header~ and Wa·b~r 'Fe_ed· Pi'oi ng. CERTIFICATE OF SHOP c;:o·MPlfANCE · · We certify tb·at the statem·ent-s n'fade in: thi~:data:repqrt-are:9orrect' ~rid thci\ .all'details of design, material, ~.onstruc'tion, Md workmanship of this :boiler-conform to the ASME Beiter and·Pressµre, VesseL Qqde,. SecUor:i-I.· Certificate,ofAuthor.ization No. . 517 · .. . to'use the-'.-"-""' ...... _S-'--. ...,.-',----,'--,-~ym ' xpires JUl,y. 31, 19,96 •. D~te-AUG •. 18 ~.199-3 Co. Name PARKER -BO.ILER CO, (Al or {Sl Signe· .. c · ·_ • · · . · /I , ~..-d2c.c--- . ' · ·· · · .. · · · · ·: (Maiuflactli(Eir) .... ~ (Authorized Representativ'e) · ~-------+-'---=---· .... --'------,-,-----'-;·-,-, -.....,.. ..... · .... · '"". ----_.--~..,..,-c..,.E_R_t..,.1F_l. __ C __ A_,,,i..,.~-o"-, F""'.-~ .... H--o .... P..,.1-N""s ... P_E.,.,.c-T1-o"'"'N---,--""' .. ,..,. _ __..;.__,.. ___ ,-----'-----'-·· .... · ----l, BOILER,'CONSTAUCTEDBY· ·PARKER B0''Il:£R.CO.. at to·s ANGELES, CALIFORNIA ' I, the undersigned, ticildi~g a valid commissioh .issued by· th·e. N}iJibnal ·Board ofBoi!Eir and :Pressure Ves~ei lospectors and: the State or , Provinceot CALIFORNIA' · and employed &y . DEPT •. 'OF· BU:lLDlNG .& SAFETY . · .. · .. .. . . .. .-' . . otCITY Qrt©S·At{~EtE'S . -n~~e lr\sp.ectea·.parts oJ !his boiler ~eferrec;Vto ?S-data items --'--..,.....'----·-=,6 ..... -,-'l-"]""· .• ,,_ .. _· 1 .... :2..e-'. ,""'&_ .. -'1""'4""'· .. _·...,·----',"""~'--"-'--'-.,..-'""-----'-'-----''-'---'-. ·~bd have examined·,Manufacturers' Partial Data Reports for items · • . a11d· state that, to the,;lpest of my know.ledge 9-0\:f .b~·lief., ti')~-manufp.cturer ·ha;, const~~cted ·tills boiler [n accor~ance with the applicable s~p{!o~s. of the ASME 130!~E8' AND PRESSl:Jfc\E VESSEL C9DE. · . .. By·signi'ng. this c·ertificate· neUherthe lrispecto_rnor his eni¢.iioyer makes. any warranty, e)<pressed o_r implJed, .concerning the-boiler descriped . • in this M~nufactur~rs':Qata' Report. Ftirthernior,e, .neithe(the Jnspector nor his employer shali tie·liable in ~~y manner for any-personal ir,jur.y , qr property daQiag:bra lqs_sof ~ny Rind,/,a,risi,W.t f'.b~ ~ .cwn~ec\ed with thi's, insp:_q?~n: . . . . _ . . ·. . . .. Date,AUG. _ 18 .. ,1~93 ~1gnecJ· · r/4J/'_'. 'Yc.=c:.,{)L-<~~:. . . Comm1ss1ons_ :~~80Ql?r AC/\1~~ pL1.WG~46?, _ . . , _ , _ f (Authorl~ed,:nspect_or) . _ . •. · · , . ~ at,I. Bd. (~cl, endors e ts),'.Sfa.le,fov, ~\l'No, .. CERTIFJCATE OF FIEL.D ASSEMBL 'C.C0.M'PLIANCE : We 9er-tify· th_c1t t!Je fijli_d c1ssembiy 61 all .. pads oJ this .boiler -conform;, with, the re~uirements of SECTION I of the ASME BOil.ER AND PRESSURE:. VE$$EL •C.ODE. , ' Certlfica,te 6f Authorization No.-"-'---,-'---'-,-, .. -""··-'-.-.. -.. to lJSe the __ .. .._.~-----Symbol expires __ __,._ --_,,---,-19~:. __ · , '· ··(A) or(S)_ , . , Date~------,-.....,..~ Co, Name---,---,--.,.,.-....,_,,__.,,,_,,.-~-,,--'-,---'--'---;,,'. ... : Sign$d __ --,---,.----~-----,.----.~--,----------(Assemb1ai) ; • (Represen_tatlve)' CERT-IFICA'i:E \:JP i=l,ELiD ASSEM~t'f. l~SPE'6T1o'f,1· . . · .... . , I, ,the undersigned', 'holding ,a •valid corrirriission isst.Jed 'by 1he ;National Boar.d -o'f -l;lo'i)er and: Presswe· Vessel Inspectors and' tHe State or Province-o'f · arid ~fnP.lbyed by · ,· ... • '.. · · · : . 9! ___ ~-'---------have-comp·ared ihe starem'"_nls in ,this tvfanufacturers.'0Data Report:wfth the described boiler and .. state.that the .parts: rnferred .to-,;!'s data 'it.ems, ... ., , not. included in· the ce.rtificate-. ' ,of shop inspecliori, havit.beeoci.n_spectecj. by .me.anc;l that to the.best -of my kifow!ecJge and::qel_i.ef th.e marwfacturer and/.or the.asse_mble~ has · -co·nstru.c_ted· ard assembled",this .b,oile~ ·in accbrda,nce-.wiil1:,th_e appli°cable, s~c.ti.oQs of ·.the AS:ME .BOILER AND PRE$SURE V:E$SEL CODE, i The des~ribed boPer was inS'pecteQ ;and, suQj~Ct~.d-to q hydr.ostatic tes_t-Of ....,..,...,.,-......c-,--.,.,.---,-'-'--p~i. 1.By sig·ning th·is certificate ne,jtber!he. lnsp:ector·~qr his emplqyer makes any warran~y, exp~essed or implied, concerriihg !he !:)oiler .cl~!icribed i .in this ManufactLrers'' Data Report. Furthermore, neither th.e Inspector nor ,his employer shall t;>e liable in any manner for·any-personai injury ! or property ,damage or a 'loss ·of any kind arisi'.nQ .·from cir connected w,ith this insp,ec.tio,n. . . . . i. D'ate--,-----.,.,.-·Signed ,. · · ·Comm"issions .. :,· ., ~A~~~Ortzed,'ff'\~~-~~tqr) " ,, ~:~NA-,1'-,l:_-,B-d.-.(l-nc-l.-e-hd-o-,s-em~e-n-,s-, .. -sf-a1-~.-p--~o~.'!;_a_119-,. -:;,o-.~ ;103-J.5, ( 0B '---. ' ----, Requited, Code St9,IT\ping· Loc-qte9· On. Drum. He.ad., .Ri'ght Side .. : : / { .. ,..-· '' • l ;' ,, ·. . . . . . ;,: -. .. . - . n . -_ zz~ ~ ~/J,,rJIJ1J1· .· .·.-i · ,; i Test Date: _9 __ -_.p_-.... ~ ..... '.!!_.;;;;-_· ..... 9_-___ 8 ___ -f_'g...._. __ . - ' #//-1~,v -#,IL 1-'v y A(! \V aNLJ4P 6/2//VNLZ Lht/#5; ·:: ... <'~":~:;·. · . . ., '.· l?? t#?LP riff~ ze #~ P-Y,/,11??, T/·h'$ /S" c')A/ /A/S/011!!'·.· .· TESiDATA /· t1 = Time Started 8_:-36 iM 9-?-93 T2 = Time Finished /:"'/-OP/v'I 1-B-?5 Ts = Temperature·at Start 6?~ r. Tf = Temperature at Finish ; ?2~F ; P1 = 'Line Pressure at Start ~ /?SJ. P2 = Corrected Line Pressure . ~ $. P3 = Line Pressure at Finish ~ JJ?~~.r, ~ .. , -·-. T2-T1 = Test Duration 29 hR$,; NOTES _ .. ·· ... : \-~ ..... ' 1/ ~ : :' . ·_-· 1. Gauge used for the pressli're readir:tg shall be a-pressure test ·gauge, plus or minus .25% accura'?y with a 4.5" face, 0-300 PSIG range, One PSI graduatior;i or equivalent. Test Performed By: Date: ?'-R-9..? Test Approved By: Date: ¢/r:3 Authorized Customer Date: ql(7 /4? l 7 Comments: , I ~ ' .. .., White: Owner Blue: QA/QC Rev. 1/92 Test Date: 9-2r q.3 'ta Test Description(j'i1'&1 s, gs/ I, CJ-zz-93 . (-. '._) T1 = T2 = Ts = Tf = P1 = P2 = P3 = T2-T1 = NOTES C-/,1//l C>r &~ t?,Llc (d?#J'(l/#/£12 /V/bd;tt IV A;N,;;:J OUD?'t/t Pr@~ ae -zn/25"' Q.8C. C4'/V@:L#,ffe~ &C:YR~ /M-£\Y I dJtf ,v C/ij/'£6 ; . ~~ \Vlf;elt A-mt M#~/1'6!~-P ZP a4'"nM/c /fm Pl~ -AtscJ oAt d :5$P&f-Y7t-1p(.IIJ(i; /6 u0£ .c1t./z:mf'L' C#A/W#A4M/7" /?(//ff~#'/) tJf the S::5 ,Y/41£'.'IV S6J @-/ ,ti /??It:{'. TES)DATA ~I~ (t z)'?-Time Started 3':3CPM 9-21-,zg II Time Finished 4;6)0 PM 9--ZZ--93 II Temperature at Start e,~p F II Temperature at Finish 6?".F JI Line Pressure at Start 5:6' ,P.St/,G, /~-/?5,1.0- Corrected Line Pressure Line Pressure at Finish 6,.!i .P. _S, /, c?. /t:'}, /?.516': Test Duration ;2.4 !,f H tJ ll /l'5 // 1. Gauge used for the pressure reading shall be a pressure test gauge, plus or minus .25% accuracy with a 4.5" face, 0-300 PSIG range, One PSI graduation or equivalent. Test Performed By: JiM 'o/h!ltoclt ~, ~ Date: '1-~z--'?3 Test Approved By~-.,L.":::::.p~~---~~-~P-=-________ Date: 7/2.:? /f3 Authorized Custom~;::::ative: ur-J 6P~ Date: • "}-{ 3 -"/ .3 Comments: ----------------------------- \ White: Owner Blue: QA/QC Rev.1/92 r \ ......... \I I Clll GAUGE SALES I SERVI CE, I NC, l~I En,t Hnrrnrd Boulevnrd -Snntn Pnuln, Colrforn10 93060 Coltbrnted ~,th Oooduarqt T1ot1r Authorized Stoclc1n9 01otr1bulor for Mor,~olltoun Gouge, Cuo tour __KI NET.IC SYSTEMS Checking Standard PO #43456-KS-390 FLUKE 45 S/N i:;1 Rt:;0~7 --··. ··-·-·---.. -· -.. With S/N 100000259819 .. Modules S/N 100000259910 MonufoeturH CLIF MOCK s.,LN_{lQ.9.02.0.559818 Srza Rongs 0-25 PSI Recalibration n~~~ 10-12-93 Accurocr + or -1% of full scale NTS'T' Test #'s:(351070) (522/230/786) ldentlf1cot10n No, MFG urn a ,.. Oats Checked 8/20/93 Br f:rgquoner --· -··- THf Slondord Pneouru p VI 9 --. ----· --· 0 5 10 15 20 25 locot10n 141 E. HARVARD BLVD. ---·----·· --... ____ ·- TEMP: 80°F A. H,: 43% 8, P,: 30.40 Gage Aoodrng Error Before Col1brol10n Error Al hr Co I , bro t I on porq porq pt1 q (ond1l1ono 1 R11orlc1 Up Ooun Up Ooun Up '· 1• Doun .. --·-. . . . 0 0 ""-0 0 5 5 ~ 0 0 10 10 ~ 0 0 15 15 ~ 0 0 20 20 ~ 0 0 25 25 ~ 0 0 ~ ~ ., ... ,,.. THIS INSTRUMENT HAS BEEN CHECKED ONO CALIBRATED UITH INSTRUMENTS UHICH ARE TRACEABLE TO THE NATIONAL INSTITUTE OF STANDARDS ANO TECHNOLOGY .. o· i..n. / AM MP-25 •wd 9 7 .-;~; •.. / ' ., 9 \ o_ u\. '\ MP-25 tit:_~~--~~:·:-.· ·-.. '--. .: -. .. -·-, .. ~ Ott· f ·j ··•.· .. ··• .... -I ...•.•. 8 o' Wd 9 6 AM ART PUT ON ~n fi'/5£A M ~-----~·/;; M/4'!M4ca:uaCrtf,,, LOCATION ./-~ ~--UL1V-/IJLI ' TAKEN OFF 9,-J;-f"? /,':1(/ p M REMARKs#',0?/fd ~ .A@\V, /J/.:S/,t;J.£ UN,z.~ SIN -ER AMER! CAN METER DIVISION 7 '"'· 'fl 7 J') J, .. --, ___ _ . ' s Wd 9 1/ i . I _· . 0 ...,6 AM ••• "lo:. ••• ·:· MP-25 =-'-'-..L/.><.J'6S' ····-..,___ Q \ / 7 8 s 2-93 THU 17:08 p -0 :2 Al ASSOCIATES1 ARCHITECTS September 1, 1993 Re: ISIS Pharmaceutical, 2282 Farciday Avenue f City of Carlsbad: The full height staggered stud wall is composed of 6" top and bottorn plates with 4" x 14 gauge staggered studs at 16" on center. The 4" studs (ICBO approved #2274) were calculated to span from floor to roof with gyp. bd. on one side only. The studs do not require stiffeners nor lateral bracing and were reviewed and approved by ESGIL. ~~tr 5t~~.,..,,___ Scott Stevenson Al Associates Architects (619) 755-1381 FAX (619) 79~-8217 321 N. Hwy. 101, Ste. C Solana Beach, Colifornra 92075 ,. =~ AM 7 LOCATION _ _J;?ys MA-/f MdClf:t,{.,,., c<i/6 REMARKS ///II,?$ af,{, l,f,fliV-/MJ.I /#5/.P.4£ UN.€~ 5 IN 1,,V, AMERICAN METER DIVISION Caza:;;: \. City of Carlsbad · . N::.J!0Ghh·l•l4·Siih,t§hl DECEMBER 30, 1993 ISIS PHARMACEUTICALS DOUG SIL VERA 2292 FARADAY A VENUE CARLSBAD, CA 92008 RE: CLASSIFICATION OF H-3 AND H-7 OCCUPANCIES The building inspector has determined that the electrical panelboard in the above space does not comply with the approved plans. The plans and the original technical report specified that all electrical equipment in the rooms be suitable for Class 1, Division 1 locations. The board is listed as a NEMA 12 enclosure suitable for indoor use, dust,or dripping noncorrosive liquids. It is not suitable for either Class 1, Division · 1 or Division 2 locations. I have reviewed the appeal authored by Eriksen-Rattan Associates, Inc. and disagree with Mary's assessment of the classification of the space. The NEC Article 500-5 defines Class 1, Division 1 locations rather broadly. The ·fine print notes focus the definition. Pump rooms for flammable liquids are included as Class 1, Division 1 locations. The room most resembles a Class 1, Division 1 location, and all electrical equipment therein must be suitable for that location. The National Electric Code Handbook recommends reducing the classification of spaces by purging in accordance with NFPA 496-1986(ANSI). I have included this article for your reference. Please have your mec;hanical engineer review the NFPA standard and either demonstrate compliance with that _standard or modify the ventilation system to ·comply with the standard. Revisions or the classification reduction should be reviewed by building department plan checkers to determine acceptance of the reduced classificati.on. --..,_____ , r·. -, sc -~-----\~ • \c... "'--- PATRICK KELLEY ' PRINCIPAL BUILDING INSPECTOR 2075 Las Palmas Drive • Carlsbad, California 92009-15.76 • (619) 438-1161 ,., DATE: TO: FROM: REGARDING: OCCUPANCY DECEMBER 29, 1993 TIM PHILLIPS PAT KELLEY ISIS PHARMACEUTICAL, CLASSIFICATION OF THE H The approved plans for the tenant improvement at ISIS (CB93-405) require that all electrical work in the H-3 and H-7 occupancies comply with National Electrical Code, Class 1, Division 1 Locations. There is now a panelboard in the room not suitable for classified locations. The UL listing for the panelboard shows it as a NEMA 12 enclosure, suitable for indoor use, dust,and dripping noncorrosive liquids. There is no indication that the wiring in the board is intrinsically safe precluding use of equipment suitable-for classified locations. Article 500-5 NEC defines Class 1, Division 1 locations in broad language but the fine print notes focus the definition. Please read that fine print note paying particular attention to the language regarding pump rooms for flammable liquids. The Class 1, Division 2 locations are those "in which ... flammable liquids are handled, processed, or used, but in which the ... liquids will normally be confined in ... closed systems etc. The location in question appears to be a pump room for flammable liquids, most resembling a Class 1, Division 1 location. It is at the least a Class 1, Division 2 location. The panelboard in that location is not suitable for either location. The panel must be changed out or the classification of the room must. be reduced. In the NEC Handbook Article 500-2 there is an explanation for reducing the classification of the room. Basically the roo_m must be positively ventilated (pushing fresh air in) in accordance with NFPA 496-1986 (ANSI) reducing the· classification from Class 1, Division 1 status to nonclassified. The classification reduction is a change in the approved plans requiring a review by our plan check engineers for compliance with the ANSI standard. Please ensure it is handled in that manner should the contractor choose that solution. C: FIRE MARSHALL ESGIL CORPORATION c/o. CHUCK MENDENHALL POOR QUALITY ORIGINAL S I' classified. Pyrqphoric materials ignite spontaneou~ly upon contact with the air. The use of electrical equipment ~uitable for a hazardous (classified) location will not prevent ignition of the material. Material handling merhocb should be designed to prevent conract hetwcen rhc pyrophoric marerial and rhc air. Each room, section, or area shall be considered individually in determining its classification. Exception: Except a1 modified in Article1 500 through 504, all other applicable rule1 contained in th' Code 1hall ~pply to electric equipment and wiring i,walled in hazardou1 ( clauified) locatiom. : CFPN Jl.;o. I). For definmons of "approved" and ··explosionproof' as used in these articles, see Article l{X\ "Jus1-1gn1t1on-proof· is defined in Semon 502-1. .. Inuins_ically safe apparatus and wiring shall be permitted in any hazardous (classified) locati~ ·:, for which it is approved, and the provisions of Articles 501 through 503 and 510 through 516 shill ~. not be considered applicable to such installations except as required by Article 504. ' .. :.l'./· ,;t~t,-• .: .. ,.,. For the construction and performance requirements for i~trinsically s~f~ /t1_U' equipment, ~ee ANSI/UL 913-1988, Standard for Intrinsically Safe Apparatus and A~sociared Apparatus for U!\e in Clas~ I, II, and III, Division 1 1-1,;izardous (Cla~~ified) Locarions. . ·$ ANSI/UL 913 applies not only !O apparatus or ·parts of apparatus in a hazardo~ (classified) location, hut also 10 any parts, such as power supplies and recorders/. l"ocated our,ide of a ha1ardou, ( cla~sified) location, where the intrinsic safety of clc<:trical circuirs in a hazardous (classified) location may be influenced by the dt·,ign :ind con~rrucrion of such parts. The derailed requirements apply only to'· appararn~ for u~c in, or associared with, a location made hazardous by the pre,cnce of flammable gas iir ,·apor, <.·ombu~tihle dust, or easily ignitible fibers o~ flyings in air under normal atmospheric conditions. If an oxygen-enriched atmo~phcrc exi~ts, equipment approved as intrin~ically ~afe may nor he intrinsical: ly safe. : 'ti! In evaluating ~afcty, all interninnecicd apparatu~ and circuits are required to be. c:omidered, even if located in a Division 2 hannlous (cla~sificd) location or a nonll.lnrdou~ location, or protected by other me.in,. such as an cxplosionproof or purged enclosure. They arc rcquin·<l IO he examined to cn~ure that, under normal or fault condition,. rhey cannot provide a ~m1rce of ignirion·capahle energy to the ··· ,1pparatu~ in the Divi,on I haurclous ( cla~sified) location. Associated apparatuS dnd ci~cuirs are required 1n conform 10 the requirements of the location in which:'c;.·,. h I . . . II I ·'1~· ,. t e apparatus am c1rcu11s are msta cc. · • ;;_: An intrinsically safe circuit is one in which any spark or thermal effect pro~~ced :'/. either normally or under ~pl'cificd fault conditions is, under the test cond'.uotl! :;" prescribed in ANSI/UL 913. incapable of cau~ing ignition of a specified rntxtu~e ,: oi gas or vapor in air in its most easily ignited concenrration. Intrinsically sa_eft: circuits are required to he identified as intrinsically safe. See Section 504-SO. ,,1i;; • :rt,t \"\'iring of intrinsically safe circuits shall be physically separated from wiring of all 0ther dr9 that are not intrinsically saie. Means shall be provided to prevent the passage of g1 vapors. The requirement that means be provided !O prevent the passage of ?as_esn vapors will necessitate, in Class I locations, some type of sealing or vennlat~~eS 'ii raceways and cables capable of transmitting gases or vapors, if t~e_s~ ca 2 ol] raceways provide communication between a Division l and a Divisio~ atj, '" nonhazardous location, or between a Division 2 and a nonhazardous oc , 660 ;0 provide the ~amc tkgrce 01 ~.tlc1y 1or 111tfll)>IL,1lly ,.11c "ll 111g '" I'"" lllcll 111 Section 501·5(a) (4), for example. "~. I tallation of intrinsically safe apparatus and wiring shall be in accordance with the .,. ns · J t'iernents of Article 504. ,,, requ , .. ~--Article 504 is new in the 1990 NEC. See commentary with Article 504. ~:f!i1r!,- J'•..,'"'";; ?,!·l~.'(FPN No. 2): Thro~g? the exercise of _ingenuity in the layout of elect~ical ins:allations for hazardo~s 1}t~ 'fied) locations. It 1s frequently possible to locate much of the equipment m less hazardous or 1n ;\!ell~' zardous locations and thus ro reduce the amount of special eqmpment required. In some cases, hazards i IIO!I 3 , reduced or hazardous (classified) locations limited or eliminated by adequate pasitive-pressure ion from a source of clean air in coniuncuon wnh effective safeguards against ventilation failure. For information. see Purged and Pressurized Enclosures for Electrical Equtpmenc in Hazardous Locations, 496-1986 (ANSI). NFPA 496 covers purged enclosures for electrical equipmenr in Class I zardous (classified) locations, and pressurized cnclo~ures for electrical equip- ent in Class II hazardous (classified) locations. Class I Hazardous (Classified) Locations: The object of NFPA 496 for Class I zardous ( classified) locations is to provide information for the design of purged closures to eliminate or reduce within the endo,ure a Class I hazardous classified) location classification, a.~ defined in Article 500 of the Code. By use of ·~rged enclosures, equipment that is not otherwi~e acceptable for hazardous , .. lassified) locations may he utilized in accordance with the Code. Purging is defined as the process of supplying an endo~ure wich clean air' or an ct gas, at sufficient flow and posirive pre~.~ure to reduce IO an acceptably safe el the concentration of any fl.1mmahlc ga~c, or vapor~ initially prc,ent, and 10 intain this safe level by positive pressure with or without conrinlll>U\ flow, 'ype X purging reduces the classification within an enclo.~ure from Division onhazardous. ype Y purging reduces the clas!lification within an cnclo~urc from Divbion 'Division 2. type Z purging reduce~ the cla~sification within an cnclo~ure from Di,·ision 2 nonhazardous. .Class II Hazardous (Clas,ified) Location~: The object of NFPA -19(, for <:lass II . ations is to provide informarion for the design of pre\\uri7ccl t·nclo,urc,. which ,revent the entrance of dusts inw an cnclo~ure. By u\c of pres~urizcd cnclo~urcs, _uipment that is not othcrwi~c al·ceptablc for ha,arclous (da\\ifil'd) loc,1tions .ay be utilized in accordance with the Code. Prc~~uri1ation, for the purposes of FPA 496, may be defined as the process of ,upplying an enclo~ure wirh clean air an inert gas, with or·without continuous flow, at ~ufficient prc,~ure 10 prevent e entrance of combu~tible dust. .t should be noted that an atmosphere made ha7olrdous hy combu~tiblc dust l~e an enclosure cannot he reduced to a safe level hy 5upplying ,1 flow of dean 10 the same manner as gases or vapors. The enclosure must be opened and the ~ ~emoved. Visual inspection ·can determine if rhe dust has been removed. '5!llve pressure will prevent entrance of a dust inm a clean enclosure. : ·) . ~0• 3r. It is irn_parcant that the authority having jurisdiction be familiar with such recorded industrial ,~ wrell as with such standards of the National Fire Protection Association as mav be of use in the • ~~· O various areas with respect to hazard. ' 0~ 0-:t For further information. see Flammable and Combustible Liquids Code. NFPA 30-1987; a nts, NFPA_ 32-1985; Manufacture of Or~anic Coacin~s. NFPA 35-1987 (ANSI); Solvent i::irFPA ~-1988 (ANSI); Storage and Handling of Liquefied Petroleum Gases. NFPA 58-1986; mg of Liquefied Petroleum Gases at l'.cilicy Gas Plants. :'\FPA 59-198-l; and Classification of 661 ........... ·112 1·P;R Construction Inc. oPJL REQUEST FOR INFORMATION RFI NO.: __ (_]_,_ __ _ ATTN: 619-~9/-7070 Fax: 619-597_700 6333 Greenwich Or .• Suile 170 / San Diego, CA9212! 415-592-4800 Fax: 415-592-1167 555 Twin Dolphin Or .• Suite 260 I Redwood City, CA 94065 916-568-3434 Fax: 916-568-3442 1832 Tribute Road. Suite CI Sacramento. CA 95815 'w~f-X RP1 i~~q DATE: -'2-30-cr 3 DPR JO8 NO. z;;), ,3_00_....,.:J__,_--'()"--------- PROJECT: ~;r. 5 : SUBJECT: ]=;; Q. f ~ :-rro:1 r,n { f SPEC SECTION/DRAWING NO./DETAIL: '1'00- TO AVOID DELAY, REPLY REQUIRED BY: q--q _q i cc: ~c"G, '::>\\...via~ -:r;::s.r:::E,. 11EPL Y: We take no exception to the proposed substitution provided the product is installed per manufacturer's recommendations on the indicated piping systems and maintains the UL Fire Resistant Directory listing. BY: ---l-f-l-J'l-~~--,'-----1-1-',"----- FIRM: SEP O 7 1993 RECEIVED DATE: cc: September 1, 1993 < .AU FIAE PAOTECTION SYSTEMS INC. System No. W-G-5031 (Formerly System ~o. 645) SEC.A-A l. Wall Assemblv -The fire-~ated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the mariner specified in Design No. U412 in the lJL Fire Resistance Directory and shall include the following construction features: 2. A. B. Studs Wall framing to consist of min 2-1/2 in. wide steel channel studs spaced 24 in. oc. Wallboard, Gvusum* -Two layers of nom 1/2 in. thick gypsum wallboard, as specified in Design No. CT4l2. Max diam of opening is 5-5/8 in. Throuah Penetrants -One metallic pipe or tubing centered within the Eirescop system. Pipe to be rigidly supported on both sides of wall assembly. ·The following types and sizes of metallic pipes or tubing may be used:- Steel·Pioe -Nam 3 in. diam (or smaller) Schedule 5 (or heavier) steel pipe. B. Coooer Pioe -Nam 3 in. diam (or smaller) Regular (or heavier) copper pipe. C. Coooer Tubincr ~ Nam 5 in. diam (or smaller) Type M (or heavier) copper tube; 3. Pioe Coverincr* -Nam l in. thick hollow cylindrical heavy aensity (min 3.5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinal ·joints sealed with metal fasteners or fac~ory-applied self-sealing tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. A nom annular space of 1/4 in. is required within the firestop system. See Pioe and Eauioment Coverina-Haterials (BRGu) category in the auilaing Materials Directocy for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the lJL Classification Marking with a Flame Spread Index of 25 · or less and a Smoke Developed Index of SO or less may be used. 4. Fill, Void or Cavity Material* -Caulk -·Min 1 in. thickness of fill macerial applied within the annulus on both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the penetrating item. A/D Fire Protection Svst:ems Inc. -A/O Fi'reBarrier Silicone ~Bearing the UL Classification Harking 420 Tapscott Road. Scarborough. Ontario M18 1 Y4 • Telephone (416) 292-2361 • Fax (416) 298-5887 ' . ~, . -~a-Fl~E FJAOTEC I ION SYSTEMS INC. SYSTEMNO. WL1066 F RATING· 2 HR TRATING-0 HR System No. WL1066 1. Wall Assemblv -The fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in Design No. 0412 in the OL Fi=e Resistance Directory and shall include the following construction features: A. Studs -Wall framing may consist of min 2-1/2 in. wide sceeT channel studs spaced 24 in. OC. B. Wallboard, Gvnsum* -Two layers of nom 1/2 in. thick gypsum wallboara, as specified in Design No. 0412. Max diam of opening is 11-7/16 in. ·· 2. Steel Pine -Nam 10 in. diam (or s.aaller) Schedule 40 (or heavier) steel pipe. One pipe to be centered within the ~irestop system. A nom annular space of 1/4 in. is required within the firestop system. Pipe to be rigidly supported on ·both sides of wall assembly •. -. · 3. Firestoo System -The firestop systems shall consist of the following: } A. Fill, Void or Cavity Material* -Caulk -Min l in. thickness of fill material applied within the annulus on both surfaces of waJ.1. E. Cover Plate -.Min o. 021 in •. thick (No. 25 MSG) galv steel cover plate extending a min of 2 in. beyon~ the periphery of the opening. Cover plate secured to both surfaces of wall by means of l/8 in. diam by 2 in. long toggle bolts in conjunction with 3/16 in. diam by· l-1/4 in. steel fender washers spaced 5 in. OC. A/D Fire Protection Svstems Inc. -A/D FireBarrier Silicone *Bearing the OL Classification Marldng , -, · , ... n ... ,/A.T..,1...,._~ ___ ,1_.,....,n.-,..,.,"..,r'-t.r ..... ,,/A1'C,'i()OC:007 ~a FIFIE·l=>AOTECTION SYSTEMS INC. System No. W-L-8005 (Formerly System No. 646) F Rating -2 Hr T Rating O Hr I I I I I I I I I I I / r· A. i::--------------,-! I I I I I ~ I 0--------------~· II L lj . I I I I _jJ_ . A y Jl Sec. A-A . l. Wall Assemblv -The fire-r~ted gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner. specified in Design No. 0412 in the OL Fire Resistance Directory and shall include the following construction features: . 2. A. Studs -Wall framing to consist of min 2-1/2 in. wide steel· ·channel studs suaced 24 in.· OC. Additional framing shall be installed horizontally so as to form a nom 22-5/8 in. wide by 11-7/8 in. high. The bottom horizontal f:aming member shall be installed such that the flanges of the framing member is flush with the bottom edge of the gypsum wallboard opening. The top horizontal framing member shall be installed such that the web of framing member is flush with the top edge of. the gypsum wallboard opening. B. Wallboard, Gypsum• -Two layers of nom 1/2 in. thick gypsum ~allboard, as specified in Design No~ 0412. Max dimension of opening shall be 22-5/8 in. wide by 10-15/16 in. high. Cable Ttav• -Max 18 in. wide by max 3-1/2 in. deep open-ladder cable tray with channel-shaped side rails formed of min 0.065 in. thick steel ~ith 3-1/2 in. wide by 1/2 in. deep rungs spaced 14·-1/2 in. OC. One cable tray to be installed in the opening. The annular space between the cable tray and the periphery of thci opening shall be min 1-1/2 in. to max 5-13/16 in. cable tray to be ~igidly supported on both sides of floor or wall assembly. 3. Cables -Aggregate cross-sec~ioned area of ca-bl es in cable tray to be max 40 percent of the cross-sectional area,of the tray based on a max 3 in. cable loading depth within the cable tray. Any combination of the following types of· copper conductor cables may be ·used: · · · Cont'd •• -,., ..,...,,, ".)'?C:1 • ~">V /,111'.;\ ?OR.c;AR7 ~ -~~a FIAE PAOTl::::CTION (Cont'd from w-t-8005-A Card) ) A. Max of l/C-500 kcmil (or smaller) cable wifh cross-linked polyethylene insulation and jacket. B. Max of 100 pair No. 24 AWG telephone cable with polyvinyl chloride insulation and jacket. C. M.ax RG-11/U coaxial cable (or smaller) with fluorinated ethylene propylene insulation and jacket. 4. Throuah-Penetrants -Two oioes, conduits·or tubes to be installea within the opening. The space, between pipes, conduits or¥ tuoes shall be· nom 11-5/8 in. The soace between pipes, conduits or tubes.and.periphery _of.opening shall be min l in. to max 5-7/16 in. The space between the pipes and cable tray shall be a nom 1/2 in. Pipe, conduit or tubes to be rigidly supported on both sides of ~all assembly. The. following types and·sizes of metallic pipes, conduits.or tubing may be used: A. Steel Pioe -Norn 4 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. B. Iron Pioe -Nam 4 in. diam (or smaller) cast or ductile iron pipe. C. Conduit -Nam 4 in. diam (or smaller) electrical metallic tubing or steel conduit. O. Coooer Pioe -Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. E. Cooner Tubina -Nam 4 in. diam (or smaller) Type M (or heavier) copper tubing. Of the two through-penetrants, only one through- penetrant.shall have a nom diam greater than 3 in. In addition, one nom 2 i,n. diam (or smaller) electrical metallic tubing or steel conduit may be installed within the cable tray (Item 2). The conduit or tubing shall be spaced a nom l in. from the side rail of the . cable tray and a min l in. from the cable bundles. Fireston Svstem -The firestop system shall consist of the following: SINC Cont'd -~a FIRE PROTECTION SYST M {Con~'d ~ram W-L-8005-A Card) A. Forms -(Not shown) -crsed as a form to prevent leakage offTll material during installation. Forms to be a rigid sheet material, cut to fit the contour of the penetrating item and fastened to both surfaces of wall. Forms to be removed after fill =terial has cured. B. Fill, Void or Cavitv Material* -Mortar -Min 4-l/2 in. thickness oc fill macer1al 1nscalleci flush with both surfaces of wal·l. Mortar to be :nixed at a rate of 2.7 parts dry mixture to one part water by weight in accordance with the installation instructions suoolied with the product: -- A/D Fire Protection Svstems Inc. -A/D Fire3arrier Mortar C. Packina Material -{Not shown) -As an option, one 3-1/8 in. diamecer hole can be drilled through the mortar (Item 6A) after the mortar cures, one nom 2 in. diam EMT (or smaller) shall be centered within the opening. A min 4 in. thickness of 4 pcf mineral wool batt insulation firmly packed into opening as a perm.anent form. Packing material to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material _{~tem 6D). o. Fill, Void or Cavity Material -Caulk -(Not shown) - Min 1/4 in. thickness of till material applied within annulus on·both surfaces of wall. Additional fill material to be installed such that a min l/4 in. c:own is formed around the penetrating item. A/D Fire Protection Svstems Inc. -A/D FireBarrier Silicone *Bearing the OL Classification Marking <1?0 Taoscott Road. Scarborough. Ontario M18 1 Y4 • Telephone {416) 292-2361 • Fax (416) 298-5887 :_~i] FIRE PROTECTION SYSTEMS-NC:: I System No. W-t-8006 (Formerly Syste~ No. 647) F Rating -1-1/2 Hr T Racing -0 Hr: { [A 17' . I I I I I· LL ____ --------U I '-1 Sec.A-A 1. Wall Assemblv -The fir:e-r:ated _gypsum wallboar:d/stud wall assemoly shall be constructed of the materials and in the manner specified in Design No. 0412 in the OL Fire Resistance Directory and shall include the following construction features: A. Studs -Wall framing to consist of min 2-1/2 in. w1ae steel channel studs spaced 24 in. oc. Additional framing shall be installed horizontally so as to form a nom 22-5/8 in. wide by 11-7/8 in;·high opening. The bottom horizontal framing member shall be installed in such that the flanges of the framing member is flush with the bottom edge of the gypsum. wallboard opening. The top horizontal framing member shall be installed in such that the web 0£. framing member is flush with the top edge of the gypsUI11 wallboard opening. · B·. Wallboard, Gypsum"' -Two layers of nom l/2 in. thick gypsum wallboard, as specified in Design No. 0412. Max dimension of opening shall be 22-5/3 in. wide by 10-15/16 in. high. 2. Cable Tray"' -Max 18 in. wide by max·J-1/2 in. deep open-ladder cable tray with channel-5haped side rails formed of lllin 0.065 in. thick steel with 3-1/2 in. wide by l/2 in. deep rungs spaced 14-l/2 in. OC. One cable tray to be _installed in the op~ning. The annular space between the cable tray and the periphery of the opening shall be min 1-1/2 in. to max 5-13/16 in. Cable tray to be rigidly supported on both sides of wall assembly. 3. Cable~ -Aggregate cross-sectioned area of cables in cable tray to be max 40 percent of the cross-sectional area of the tray based on a max 3 in. cable loading depth within.the cable tray. Any combination of the following types of copper conductor cables may be used: . _/AU FIAE PAOTECTIOi\l SYSTEMS INC {Cont'd from W-L-8006-A C~cd) A. B. Max of l/C-500 kcmn·. {or smaller) cable wi.tt}, cross-linked polyethylene insulation and jaci'ket. Max of 100 pair No. 24 AWG telephone cable with polyvinyl chloride .insul.ation and jacket. c. Max RG 11/0 coaxial cable (or smaller) with fluorinated ~thylene propylene insulation and jacket. 4. Throuah-?enetrants -One pipe, conduit or tube to be installed within the opening. The space between pipe, conduit or tubing and periphery of opening shall be min l in. to max 6-3/4 in. The space between the pipe and cable tray shall be a nom 1/2 in. Pipe, conduit or tubes to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. B. c. Steel Pice -Nom 3 in. diam (or smaller} Schedule 40 (or heavier) steel pipe. Coooer Pioe -Norn 3 in. diam (or smaller) Regular (or heavier} copper pipe •. Coooer Tubina -Norn 3 in. diam. {or smaller) Type M (or heavier) copper tubing. In addition, one nom 2 in. diam (or smaller) electrical metallic tubing or stee.l conduit may be installed within th·e cable tray (Item 2). The conduit or tubing shall be spaced a nom 1 in. from the side rail of the cable tray and a· min l in. from the cable bundles. S. Pioe Coverina* -Nam 1 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with an all service jacket. Pipe covering shall be installed only on the steel p.j.pes (Item 4A), instal"led outside the cable tray. Longikudina.l joints sealed with meta.l fasteners or factory-applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. See Pioe and Ecruioment Coverinq -Materials (BRGO) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting·· the above specifications and bearing the OL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of SO or less may be used. Cont'd 420 Taoscott Road. Scarborough. Ontario M18 1Y4 • Telephone (416) 292-2361 • Fax (416) 298-5887 ·_,4C RAE.l=IAOTECTION (Cont '·d from W-L-8006-A Card) The space between the insulated pipe and the periphery of the opening shall be a min 2 in. to a max 6-1/2 in. The insulated pipe shall be a nom 1/2 in. from-the cable tray (Item 2). 6. Firestoo Sy~tem -The flrestop sys~e~ shall consist oc the following: A. B. Packina Material -Min 4 in. thickness of min 4 pcf . mineral wool bact insulation firmly packed into opening. as a permanent form. Packing material to be rece-ssed from both surfaces of wall as required to accommodate the required thickness of fill macerial. Pill, Void or Cavitv Material* -Caulk -Min 1/4 in. thickness of fill material aoolied within the annulu~, flush with both surfaces of wall. A/D Fire Protection Svsteras Inc. -A/0 PireBarri~r Silicone *Bearing the OL Classification Marki~g SINt (\ ISIS PHARMACEUTICALS June 22, 1993 Pat Kelly City of Carlsbad 207 5 Las Palmas Drive Carlsbad, CA 92009-1576 Re: Handicap Requirements for ISIS Pharmaceuticals Building 2282 Faraday Avenue Dear Mr. Kelly, Isis Pharmaceuticals is obtaining a building permit for 2282 Faraday Avenue. Esgil has addressed the issue of having the Solvent Storage Building and Radioactive Waste Building handicap accessible. This building is a H-3/H-7 occupancy. For the safety of our employees and insurance concerns, we should restrict any handicap employees from having access into the Solvent Storage and Radioactive Waste Building. Therefore, we are requesting the City of Carlsbad waive the Title 24 requirement to provide handicap access into the Solvent Storage and Radioactive Waste Building. If you have any questions or cornments please contact me at (619) 431-2369. Sincerely, h~ Doug Silveira Project Manager Carlsbad Research Center 2292 Faraday Avenue Carlsbad, CA 92008 619 A 931 A 9200 FAX 619 A 931 A 9639 •.. DATE: ESGIL CORPORATION 7 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 I /2 I '1~ QAPPLICANT · JURISDICTION: CITY 01= CARL.S{5Ab ~DICTION:::::,. LJ~CHECKER QFILE COPY PLAN CHECK NO: 13-4.oS SET: :az. QUPS PROJECT ADDRESS: ___ ___.,_:z,.~z~g __ 2.. __ __.f-,~A~R~A____.__DA ___ Y.___~A~V~E ODESIGNER PROJECT NAME: I srs DHARMACZ::LJTf cAL~ ------------..... ,-.................................... ________ '-'-'=-==-- D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building-codes~ . The plans transmitted herewith will substantially comply (11 with the jurisdic~ion's building codes when minor deficien- . cies identified e.-t-+o..deJ ShH•t are resolved and checked by building department staff. 0 . The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 0 . The· applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. O The applicant's copy of the check list_ has been sent to: ii Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: _________ Telephone! _______ _ ' D REMARKS:. -;,:_ .. '.'',_,-::_::" --------------------------- . _.·;-.-,_ .~-::', :. , ?~ ,._ .· . Iitif~_(C'.£,~--: :.· :. ·. --·~r,~I':-!:~~~~~:-_:. --~.--~-~-~ -·. , . .:. ~-:. '_"' ,; . -------------------------------' . .,..,:_ ,'. . ' . __ ::"-:.:~:.=.:.. By:· ]?AVID YAO Enclosures: _________ _ · . ESGIL CORPORATION t;;-1'" ,8.(l~ 0GA OcM /J/0/A,;f _:SV_s-f,;,.. Ir ..,,,,.,_prr ,,,,,J.,._.,.. l-1? I/IP • 0 ./ , -/ ,---+---------------------------------------4: DATE: ESGIL CORPORATION 9320 CHESAfEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 7 / s I er~ JURISDICTION: CITY OF CARLS BAJ) PLAN CHECK NO: 93-405" SET: -::rrr__ PROJECT ADDRESS: 22:. 82 FARADAY Al/£ PROJECT NAME: (S l .$ PHAR MACE: LJ I I CAL~ D The plans transmitted herewith have been corrected where necessary and su.bstantially comply with the .jurisdiction's building codes~ The plans ~ransmitted herewith will substantially comply 0 with the jurisdic~ipn's building codes when minor deficien- . cies identified ____________ are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies . identified on the enclo.s-ed check list and should be corrected· and resubmitted for a complete recheck. ffiii1 The check list transmitted herewith is for your information. ~ The plans are being held at Esgil Corp. until corrected D plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdi~tion to return to the applicant contact person. (llfi)_ The applicant '-s. c~py _ ~f the check list has been sent to: 0:DTT 0TEfJE.iJ so-bf. 32..f N. · Hw y Io t · =it c fflB:_Esgil staff did not advise the applicant contact pers.on that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ___________ _ By:· 1'A VI I) YA D Enclosures: ESGIL CORPORATION b/40 ---------- ffi.GA OcM ; .= .. -_, ·. -- KEaWC[r.AI,~ ~; ERERGr PLAlfCX>RRECI:IOl(~ 'iuRisDICIIOK: __ __::t::.:A:..;;...;..~;_C..;;..;S:;..Q,G~lf/J-;....JO=----DA:i:E:_....t,7;.,_-.,.,..,,:..?_-_.:....=tf.-3;___ __ _ IIJGLER_AD.WX c;::, -o/o5" PLAN QlECICER: D ' - D----- If an automatic time switch control device is installed to comply with Section 131(d)l. it shall incorporate an override switching device that: --........::...---------- _...A. 1-----;..----;-B. i----=--C. i-----• D. -+ E. Is readily accessible; and Is located so that a person using the device can see the lights or the area controlled by that switch, or so that the area being lit 1s annunciated; and Is manually operated; and . Allows the lighting to-remain on for no. more than two hours when an override is initiated; artd Controls an area not exceeding 5,000 square feet. C- tJ ,t:'A-l't -r. a AJ 7 u, ,t. ~--rc.r~ .s _, ,, ,,_ ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: b I 18 ( QAPPI,TC~~i ~SD I® JURISDICTION: CARLSBAD LJPLAN CHECKER 0FILE COPY QUPS QDESIGNER PLAN CHECK NO: SET: ...i.L PROJECT ADDRESS: __ =2~2~8=---Z-=---~h~Y7~R~A~-=°'~~~,Y..:-_A~V~~--- PROJECT NAME: IS IS pJ-!AR/v!A C c:LJ T!CAL >2 ---'-=-'-=---+-, ~---'<-=-"""-"-=--=--~---"-..a:.<...-- D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdic~ion's building codes when minor deficien- cies identified~-~----------are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fiiii(ii The check list transmitted herewitb is for your information. l'UlW 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: · ScoTT ~T[IIENSoN "1. HWY {Of [II Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: _________ Telephone# _______ _ D REMARKS: --------------------------- By: }>AVID YAO ESGIL CORPORATION 6/C, Enclosures: ----------- IJGA DCM ' . ~ .n.JRISDICIION: ____ C......_A .... R...;:.;,.;;L'""'S __ R ........ A ___ D"--_________ Date plans received by plan checker: 6 /1 PLANCHECK NO.: 'Js-4.b_t"" Dateplanrecheckcompleted: t/17 By: Ml/1..D VAo / PROJECT ADDRESS: __ 7._Z...;::8;.._2 _____ f-A'---'-'R=A....a...,::;"[),.:...~ ..... Y+, -----"'A'-=-"\l'-'F-------------- TO: S::Co+f -:s+evrnso n..---- RECHECK PLAN CORRECTION SHEEI 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. 3O3(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. q Please make all corrections on the original tracings and s~bmit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case yo1:1 did not keep a copy of the prier cu1rection list,--..•e h<ure e.!1£.l.Q.S.e_d--taese pages containing the stiH aut.s-tanding cor~ecti-ons. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please -check. _____ Yes ______ No I -1-J.,.e --l¼uJ >;: p/ qn z;, ( l1'} <:'mok'e (j,'') Po .P /'l ._i._ \_ ! >; (o I L ALAI? M I ctre no-Jj-tQ+.P d ppy I Sf>C+i-;?\d ;3 ~ o.I'(iJ ) 2--v<7fJ'1'n..,,_f- sb(A II lz..e rn/1>-X ?.-, / o le ~hn I/ I J I d1.S CgnnP r+/r,:, 0 O-P >-::ran h .,o I /")";, j I c1RCLJIT CQNTRoL ; - aVZ)c; d 4 JI "ha// I w11-h , k on-('> r,,· / /,, P;n l.; I 7'.:' b I r/.;:,,,_-,,--// Y}-')r.rk:-f'cl r«E I 0\ {ork;-en o/pv1 C <? 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',,%~ ~X C '-'-' S1vd''-,- hH _g 7" a H' ,.,,,_ e::. o I . • JURISDICIIOH: ____________ _ DAm=----=---------0 GLEN ADAKEK PLAN c::BEa KtMBER: ___________ _ PLAN QlECKER: D ' D--- /3 6 r'W C cJ .-..J A/CC;,1,,-N~ ,A..Jc:,"-.J -O~;:::/ C. ~ Att AJ, WHtJ:tt5 U C. S(Sc..1'o ~ 33aS"(CI) E C.CPT~oN C/ l---l---.£.A...:..:..IY.L...:0=:::...._5a::.-=~~6.::..:A~,.!..l"<::..:'-:::...:..Y_..&,;;;.;.:.,.=~=:...::::..:~~==:.:..!----.:~-----(._.;...:_-&;._.::..::::.=..::.=..:..:,7 I r tS"' l"--1 --. ~ ,-1 HO~ t!. (';,..-i ,:,,,/ ,4 cd u ,'-1 C. • t.-<.rs (; ''M ,,0) ) /0'' 0 ' . , · 11l(a)-(b) Section 131. Lighting Controls That Must Be Installed. (a) Area Controls. I. Each area enclosed by ceiling-height partitions shall have an independent switching or control device. This switching or control device shall be: .... .... A. Readily accessible; and B. Located so that a person using the device can see the lights or area controlled by that switch, or so that the area being lit is annunciated; and C. }.fanually operated, or automatically controlled by an occupant- sensing device that meets the requirements of Section 119(d). 2. Other devices may be installed in conjunction with the switching or control device provided that they: A. Permit the switching or control device to override the action of all other devices; and B. Reset the mode of any automatic system to normal operation without further action. EXCEPTION No. 1 to Section 131(a): Up to one-half watt per square foot of lighting in any area within a building that must be continuously illuminated for reasons of building security or emergency egress, if: I. The area is designated a security or emergency egress area on the plans and specifications submitted to the enforcement agency under Section 1403(a)(2) of Title 20; and II. The area is controlled by switches accessible only to auth·orized personnel. EXCEPTION No. 2 to Section 13l(a): Public areas with switches that are accessible only to authorized personnel. (b) Controls to Reduce Lightin~. The general lighting of any enclosed space 100 square feet or larger in which the connected lighting load exceeds 1.2 watts per square foot for the space as a whole, and that has more than one light source July 1, 1992 70 ' . 13l(b)-(c)2. (luminaire), shall be controlled so that the load for the lights may be reduced by at least. one-half while maintaining a reasonably uniform level of illuminance throughout the area. A reasonably uniform reduction of illuminance shall be achieved by: 1. Controlling all lamps or luminaires with dimmers; or 2. Dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps; or 3. Switching the middle lamps of three lamp luminaires independently of the outer lamps; or 4. Switching each luminaire or each lamp. EXCEPTION No. 1 to Section 131(b): Lights in areas that are controlled by an occupant-sensing device that meets the requirements of Section 119(d). EXCEPTION No. 2 to Section 13l(b): Lights in corridors. EXCEPTION No. 3 to Section 13l(b): Lights in areas that are controlled by an automatic time switch control device that has a timed manual override available at each switch location required by Section 131 (a) and that controls only the lights in the area enclosed by ceiling height partitions. (c) Davlit Areas. Daylit areas in any enclosed space greater than 250 square feet shall meet the requirements of 1. and 2. 1. Such areas shall have at least one control that: A. Controls only luminaires in the daylit area; and B. Controls at least 50% of the lamps or luminaires in the daylit area, in a manner described in Section 13l(b)l. through 4., independently of all other lamps or luminaires in the enclosed space. The other luminaires in the enclosed space may be controlled in any manner allowed by Section 131(b)l. through 4. · 2. Such areas shall have controls that control the luminaires in each vertically daylit area separately from the luminaires in each horizontally daylit area. July 1, 1992 71 . " 1Jl(c)2.-(d)l. EXCEPTION No. 1 to Section 131(c): Daylit areas where the effective aperature of glazing_ is equal to or less. than 0.1 for vertical glazing and 0.01 for horizontal glazing. EXCEPTION No. 2 to Section 131 (c): Day lit areas where ex.is ting adjacent structures or natural objects obstruct daylight to the extent that effective use of daylighting is not feasible. (d) Shut-Off Controls. 1. For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. July 1, 1992 EXCEPTION No. 1 to Section 13l(d)l.: Buildings or separately metered spaces of less than 5,000 square feet of conditioned space. EXCEPTION No. 2 to Section 13l(d)l.: Where the system is serving an area that must be continuously lit, or lit in a manner requiring manual operation of the lighting. EXCEPTION No. 3 to Section 13l(d)l.: Lighting in corridors, guest rooms, and lodging quarters of high-rise residential buildings and hotel/motels. EXCEPTION No. 4 to Section 13l(d)l.: Up to one-half watt per square foot of lighting in any area within a building that must be continuously illuminated for reasons of building security or emergency egress, if: I. The area is designated a security or emergency egress area on the plans and specifications submitted to the enforcement agency under Section 1403(a)2.A. of Title 20; and II. The area is controlled by switches accessible only to authorized personnel. 72 ,. I I I, .. -. "' (e) (f) .. -.. 1 -..... ~ . 2. 13 l(d)2.-(f) If an automatic time switch control device is installed to comply with Section 131 (d) 1. it shall incorporate an override switching device that: A. Is readily accessible; and B. Is located so that a person using the device can see the lights or the area controlled by that switch, or so that the area being lit is annunciated; and C. Is manually operated; and D. . Allows the lighting to remain on for no more than two hours when an override is initiated; and E. Controls an area not exceeding 5,000 square feet. Display Lightin~. Display lighting shall be separately switched on circuits that are 20 amps or less.. Exterior Lighting. Exterior lighting controlled from a lighting panel within the building shall be controlled by a directional photocell or astronomical time switch that automatically turns off the exterior lighting when daylight is available. EXCEPTION to Section 131(±): Lighting in parking garages, tunnels, and large covered areas that require illumination during daylight hours . _,.· July 1, 19-92 73 DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56{>-14-68 ~ / 2 / Jt.iRISDICTION: PLAN CnECK NO: PROJECT P..DDRESS: 2 2-8 Z.. FARAPA Y Al/,Z:- PROJECT NJ!.ME: ;:;;. Is /?I-I A l<f1ACE VT I CAL,\ D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified--~----------are resolved and checked by building department staff. The,plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. W The check list transmitted herewith is for your information. tllllfilY The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. a The applicant's copy of the check list has been sent to: S.coTT STE VENSON 3~ 1 N HWY lo I #c sLe IID Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: ---------Telephone¥. --------0 REMARKS: --------------------------- By: J)AvrD YAO ESGIL CORPORATION 1/6 Enclosures: ----------- ilGA fmiltt-i PLAN CHECK NO. JURISDICTION: _ __;::C=A_,_,_RLs;::;_.;;;:::...,B"""'-'-A..:.:;D;;...._ ___ _ TO: ___ S)~u;=~l-'--'-+ ___ s~+~P-V-P~h=£~0~e..__ __ _ -12-I N. Inf .::/:f:c s L.8 CA PROJECT DATA OCCOP.AHCY: ___ B_-_2 ____ !_1-1_-_3_· ___ 1_H_--'-7_ BUILDING uSE: __ ---iv-'-'h'---0._;,_m.;._.;_g_,__c'-''°'-"-"lA..,__,_f-'-1'_,_r_"'...;...:..;/ s=---- TYPE OF COHSTRUCTION: ___ !1[--===--_,_N--'------ (:7 ..1},r,(_J~-1-/n q 0 ACTUAL ARF.A: .2(:,, R/24 7D 3 tp° VJPI-J .2-,YCl:d Muft,-s.to1 ALLOWABLE AREA: / 2.000 .>( /, !; >< 2 -:o 3G)ooo SIORIES: C. ----,,, / HEIGBT: ___ ~_v~,,...-------------- =-y,:vr= \.:>L ') .. u~: _____ .,,.._.-.. _________ _ ,/ OCCOPAHI LOAD: _____________ _ REMARKS: ____________________ _ PLAN CORRECTION SHEET GENERAL C(Ho{ERC!AL Date plans received by jurisdiction: 5-/4-(13 Date plans received by Esgil Corp.: ___ .S:-~/4'--'t,--'/~f-'--3. Date initial plan check completed: J-/2-I By : __ U-=---'--,..6.._V'--'l-'-D""---'--'--( A_O __ _ Applicant contact person: 7 ST-ts Bl Tel. ____ -'------'---~--------- FORm>RD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Bupding Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the disabled. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections_ cited are based on the 1991 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck Process, note on this list (or a copy) where each correction item has been addressed, i.e •• plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NO'.l'.E: PAGE NlMBERS ARE NOT IH SEQUENCE AS PAGES HAVING HO I'IfflS HEEDING CORRECTIONS WERE DELEIED. List No. 22, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1991 UBC) A. f B. I- f. I· f. G) G) Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) Provide a note with the building data legend stating that yards used for arr increases shall be permanently maintained. 1 ofpltc~l-e 8/4/92 I /· I· c. 0 f· 0 I· G I· ® t· Indicate on the Title Sheet whether or not a grading permit is required for this project. 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 note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. Specify the uses of all rooms or areas. SI'I'.E PLAN Provide a fully dimensioned site plan dra~11 to s ca 1 e. Show north arrow, property 1 ines , easements, streets, existing and proposed buildings and structures. Provide a statement on the site plan stati~g: "All property lines, easements and buildings, both existing and proposed, are sho~11 on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate any side yards used to justify increases in allo~·able area based on Section 506. / f opp! 1,0-.ble Show on the site plan all proposed \,alls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required disabled access spaces. o-,__e_ ":J?c.,-,dt"ci7·4 .. 7t1rkih,_f A/'/ (( J Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. 2 \, • w ---.... -~-...... . D. I· I· 16· r· LOCATION ON PROPERTY When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 ( c). An exception is provided if the combined area of the buildings is within the 1 imi ts specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply vdth Section 505. · When a new building is to be erected on the . same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meet the criteria of Table 5-A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). The exterior walls less than feet to a property line or an assumed property line, shall be ___ fire-rated construction. Section __ 03. Exterior walls shall have a 30 inch parapet when less than _____ feet to a property line or an assumed property line. The uppermost 1811 of such parapets shall be noncombustible. (see exceptions, Section 1710.) The exterior wall shall have protected openings (3/4 hour) when closer than.,....--- feet to a property line or an assumed property line. Section _____ 03. The exterior walls shall have no openings when closer than --,----feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section ____ 03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1711. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 504(b). 5/26/92 I· 1· /o. Projections over public property must comply with Chapter 45. Projections may not extend more than one- third the distance to the property line from an assumed vertical plane located where fire- resistive protection of openings is first required. Section 504 (b). When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered pedestrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (m). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have v:alls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section ___ 03. E. BUILDING ARF.A (.:'\ When a building has more than one occupancy, ~ the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. 3 .•. ,.,. __ .;!.-~ ..... '..'.:t-·.·~, .... ,. 1_,, .. -•• • •• '. _1 F. 4/· r· _f· j,. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. Section 505 (c). A basement need not be included in the total allowable area, provided such a basement does not exceed the area permitted for a one story building. Section 505 (d). AREA SEPARATION WALLS Area separation walls may separate portions of a building and allow each portion to be considered a separate building;_ however, the area separation wall must be four-hour in Type-r, II-F.R., III and IV buildings; and two-hour in Type II-one-hour, Type II-N and Type V buildings. Section SOS (f). Openings in four-hour area separation walls are required to be protected with three-hour fire- resistive assemblies, and 1-1/2 hour fire- assemblies in two-hour area separation walls. Section 505 (f). Openings in area separation walls are limited to 25 percent of the length of the wall in each story. Section 505 (f). If area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections), and the projecting elements contain concealed spaces, the wall shall extend through the concealed spaces to the outer edge of the projecting elements. The exterior walls, and projecting elements above (whether they contain concealed spaces or not) must be of one-hour construction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Walls supporting the exterior walls must be one-hour. Openings in the one-hour walls must be protected with three-fourths-hour assemblies. Section 505 (f) 3. All area separation walls must extend in a -continuous straight vertical plane (no horizonta1. qffsets) from the foundation to a point 30 inches above._ the roof, but may terminate at the under'side of the roof sheathing if the· roof /ceiling is two-hour construction. Section 505 (f) 4. Two-hour area separation walls may terminate at the underside of noncombustible roof sheathing' deck or slab of roofs of noncombustible construction, provided: a. Openings in the roof are not located within 5 feet of the area separation wall. b. The entire building is provided with not less than a Class B roof covering. t t Two-hour area separation walls may terminate at the roof sheathing provided that: a. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire- resistive construction for a width of not less than 5 feet on each side of the wall. b. c. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. Openings in the roof shall not be located within 5 feet of the area separation wall. d. The entire building is provided with not less than a Class B roof covering. Section 505 (f) 4. Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof /ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof; where the lower roof /ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one-hour for the entire span. In each case, construction supporting the roof/ceiling shall also be one-hour construction. Section 505 (f) 6. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505 (f) 6. Show the basis for the approved fire-resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet, i.e., Item Number in Table 43-A, B, C or U.L. Directory, etc. (Note: Trusses require two layers of 5/8 inch Type 'X' drywall, per Item 21-1.1 in Table 43-C.) Parapets of area separation walls shall have noncombustible faces for the uppermost 18 inches, including counterflashing and coping materials. Section 505 (f) 5. See the attached article, 11Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. 5/28/92 4 G. ~- t· r· f· /4· fs. H. G Provide a note on the plans stating: "Penetrations of area separation walls shall be protected with through-penetration fire stops and membrane-penetration fire stops in accordance with UBC Section 4304". BUill)IliG HKIGBT/SIORIES Clearly show the maximum building height based on the definition in Section 409. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. The height and number of stories cannot exceed that shown in Table 5-D. Show the code basis for the height/number of stories as shoh-n, One additional story would be permitted beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (substitute for one-hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1. FIRE-RESISTIVE COHS'OOJCTION Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separation, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and enclosures for boilers and heating plants. Section 508. Provide details of the one-hour fire- resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. C\. Detail and referen~e J.C. B. O. number or other V approval for horizontal fire assembly using trusses. Item 21-1.l in Table 43-C requires 2 layers of 5/811 Type X gypsum wallboard at the G bott9t11 chor~s of/trusses. Section 4303 (b) 8. ~ rt"O.ff{,cc..b,e._ C z 17d +/ocJ"Y s-1-o.i'Y•Jaj?) 8/4/92 Detail how one-hour fire-resistive wall construction is maintained at built-in h'all fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (£). 1f °ffFcoJ./e, Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Show duct openings in ceilings, regardless of size, have approved ceiling fire dampers. Section 4303 (b) 6. New provisions in Chapter 43 of the 1991 l,"BC require special treatment of penetrations at fire-resistive assemblies. Provide typical details on the plans showing how the fire- resistive integrity will be maintained at the following conditions (Include the manufacturers I names and ICBO numbers (or equal) for any sealant): 1--{ oppf,'co.bf-€... A. THROUGH-PENETRATIONS (through the entire assembly): 1. Fire-resistive bearing walls and/ or walls requiring protected openings shall have penetrations protected with through- penetration fire stops having an F-rating, I-rating or complying with UBC Standard 43-1, depending on their locations, sizes and combustibility. 2. Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having and F-rating, I-rating or complying with u"BC Standard 43-1, depending on their sizes, combustibility and whether the penetrations are in walls above. B. MEMBRANE-PENETRATIONS (through only one side of an assembly): 1. Fire-resistive walls (whether bearing or not and whether requiring fire protected openings or not) shall have penetrations protected with membrane-penetration fire stops having an F-rating or complying with UBC Standard 43-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 100 sq. in. for any 100 sq. ft. of wall) require no protection. 2. Fire-resistive ceilings shall have no penetrations, except for noncombustible sprinkler pipes and steel electrical outlet boxes as described above. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. 5 f· / 1 f. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 4304 and 430511 • Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details shmdng location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). Detail column fire protection and specify column impact protection -in garage areas per Section 4303 (b) 5. As·a minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground for impact protection. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. Clearly specify minimum thickness of walls and slabs to provide ____ -hour fire-resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at __ fire-rated floors, _______ f i r e r at e d columns, ~--,-___ fire rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302 (d). --· I. ··. IH'IKRIOR WALL AND CEILING FiliISH FoaJl! plastics· sball_. not_. be used as interior finish _except as ~rovided ·in Section 1713. When wails and ceiling are required to be fire-resistive or noncomb~stible, the finish material shall be applied directly against such fire-resistive or noncombustible construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorgan~c or Class I material or fire stopped not to exceed 8 feet in any direction. Section 4203, 1. loft" 8/4/92 r· J. I· I /9· When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. Section 4203, 2. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire- retardant treated wood may be used. Section 4203, 2. All interior wall or ceiling finishes (except Class I) less than 1/ 4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly. Section 4203, 4. Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B." OCCUPANCY SEPARATION A -hour occupancy separation is required between __ __,occupancy and the __ _ occupancy. Table 5-B, Section 503( d). (See exceptions in Section 503) Administrative and clerical offices and similar rooms need not be separated from other occupancies provided they are less than 25 percent of the floor area of the major use and not related to an H-2 or H-3 occupancy. Section 503 (a). Provide / -hour fire-resistive door assemblies in the _.._ __ -hour occupancy separation. Section 503 (c). A B-1 occupancy in the basement or first story of a building housing a Group B, Division 2 or Group A, Division 3 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction ONLY if the conditions of Section 702 are met: a. B-1 is Type I construction. b. B-1 is separated from the uses above by a three-hour occupancy separation. c. B-1 is restricted to passenger vehicle storage, entry lobbies, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.). d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction. 6 I f· r· G ,. I ;. G The Type I construction is required to have protected openings when located within 20 feet from a property line or centerline of a public way. Section 1803 (b). In Type I construction, no openings are permitted in exterior walls less than 5 feet from a property line. Section 1803 (b). All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protect~d by a one and one-half-hour assembly. Secti~~ ?03 (c). Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Section 503 (b).1, .} bo; I ~r H:>On'\.-7 \ 1 z. z.,] 1-f °'f P I Ct--J:I-€ No openings are allowed in a four-hour fire- resistive occupancy separation .:all. Section 503 (c). Openings in a three-hour fire-resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c). Openings in a two-hour fire-resistive separation shall be protected by a one and one-half-hour assembly. Section 503 (c). Openings in a one-hour fire-resistive separation shall be protected by a one-hour assembly. Section 503 (c). Steel electrical outlet boxes at occupancy separation walls shall not exceed sixteen square inches, shall not exceed one hundred square inches per one hundred square feet of wall, and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 4304 (f). Ducts penetrating occupancy separation walls must have fire dampers. Section 4306 (j). Usable space under the first story shall be enclosed and shall be separated from the non- usable space· as required for one-hour fire- resistive construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. 8/4/92 f· K. if· f· Unless the entire building is sprinklered, storage areas in excess of 1000 sq. ft. (3000 sq. ft. if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (c). In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). Basements require two exits. (a). Section 3303 In areas where the occupant load exceeds __ , two exits are required. See _______ _ Table 33-A. Rooms with more than 10 occupants may have QDg exit through~ adjoining room. Revise exits to comply. Section 3303(e). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303 (a), Where a required exit enters a yard or court the minimum width of the yard or court shall be 4411 and the yard must be unobstructed and lead to a public way. Sections 3311 (b), 330l(b). Where required exits enter an exit court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 (d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire- resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). The total width of exits in inches shall not be less than the total occupant load served by an exit multiplied by 0.3 for stairways and 0.2 for other exits. Section 3303 (b). 7 No point in the building shall be more than 150 1 (200' if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased a maximum of 1001 when the increased travel distance is the last portion of the travel distance and is entirely within a 1-hour corridor. Section 3303 (d). Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304 (b), Exit doors should swing in the direction of egrees when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304 (b). See doors _______ _ Q Note on the plans: "All exits are to be U 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 REMAIN UNLOCKED DURING BUSINESS HOURS". This signage is only allowed at the main exit. Section 3304(c). £) Exit doors from Group A,E,H-l,H-2,H-3 and I V occupancies shall not be provided with a latch or lock unless it is panic hardware. Chapter 33. All doors and gates, within the exit path from Group A,E,H-l,H-2,H-3 and I occupancies to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3301 (b). 1f 8. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 33. Section 3304(1). lJ,£. __ Exit doors should be a minimum size of 3 feet I ·by· 6 feet 8 inches. Maximum leaf width is 4 feet. Section 3304 (f) and (g). ~ Regardless of occupant load, a floor or '-:J landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 3304 (i). When a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (j). 8/4/92 1/2. Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 3304 (j). L. 1/6· B 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). Ramps not required to comply with disabled access requirements shall not be steeper than 1:8, Ramps steeper than 1:15 shall have handrails as required for stain,ays. Minimum size landings and landing clearances must be provided. Section 3307. (See Title 24 where Disabled Access is required) SIAIRWAYS Stairway width must be at least 44 inches when serving 50 or more occupants; 36 inches when less than 50. Section 3306 (b). Stain.'ay riser must be 4 inches min:unum and 7 inches maximum and minimum run shall be 11 inches. Section 3306 (c). See the exception for private stairways serving less than 10 occupants. ~ Eighty inch minimum headroom clearance for V stain.'ays should be indicated on the plans. Section 3306 ( o) . Note that this is from a plane tangent to the stairway tread nosing. ~ Stairway handrails should not project more C:,J than 3-1/2 inches into the required width. 1/. Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b), Enclosed usable space under interior or exterior stain.•ays should be protected on the enclosed side as required for one-hour fire- resistive construction. Show 2 x @ 1611 o.c. nailers. Section 3306 (1), (m). Landings should not be reduced in width more than 7 inches by a door when fully open. Section 3304 (j). Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). 8 0- 1/4- Vertical distances between stairway landings are limited to 12 feet. Section 3306 (g). Winding and spiral stairways are permitted only in residential occupancies. Section 3306 (d). All interior stairways and ramps shall be enclosed, In other than Hand I occupancies, an enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Section 3309 (a). Stain,ays should be enclosed as specified in Section 3309: a. Two-hour fire-resistive walls are required in buildings of Type I and II-F.R. construction and in all buildings four or more stories in height, and one-hour elsewhere. b. Only exit doors are allowed to open into exit enclosures. c. Doors should be labeled one and one--half hours or one-hour fire assemblies, and noted that the maximum transmitted temperature end point shall not exceed 450 degrees (F) above ambient at the end of 30 minutes of the fire exposure specified in UBC Standard 43-2. d. Exit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. e. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. f. Usable space is not allowed under the stairs. Occupied floors more thah 75 feet above the lowest ·revel of fire department vehicle access should have all exits from the building in smokeproof enclosures. Sectio~ 3310 (b). In buildings four or more stories, one stairway must extend to the roof. Section 3306 (n). It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if a stairway _to the roof is required. 8/4/92 1J. Stairways exiting directly to the exterior of / a building four or more stories in height shall be provided with a means for emergency entry for fire department access. Section 3306 (1). 8Handrails: f- a. Handrails are required on each side of stairways. Stairways less than 4411 wide or stain,ays serving one dwelling unit may have one handrail ( if not open on both sides). b. Private stairways (1 tenant) need only have a handrail on one side if 3011 or less in height. c. Handrails and extensions shall be 3411 to 3811 above nosing of treads and be continuous. d. Except for private stairways, at least one rail shall extend 12" beyond top and bottom risers. e. All stairs shall have handrails terminating in a newel or safety post. Section 3306(j). Note: Where access for the disabled is necessary, Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. Additionally, handrail height should then be changed to 3011- 3411. The handgrip portion of all handrails shall be not less than 1-1/2 inches nor more than 2 inches in cross-sectional dimension, Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). Openings in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306 (k). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. See exception above. Section 3306 (k). Buildings four or more stories in height shall have a stairway numbering system complying with Section 3306 (p). 9 CORRIOORS Corridors and exterior exit balconies serving 50 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. A minimum width of 36 inches may be used if the occupant load is 49 or less. Section 3305 (b). When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance or clearly show on plans which of the following exceptions has been satisfied: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. d. Within office spaces occupied by a single tenant, partial height partitions which form corridors and which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 1705 and are not more than three fourths of the floor- to-ceiling height. Section 3305 (g). ids Exit corridors shall not be interrupted by / • intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be construed as intervening rooms. Section_3305(a). ~ One-hour fire-rated corridors shall have V interior door openings protected by tight- fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior·exit balconies. Doors shall be maintained self-closing or be automatic- closing by action of a smoke detector per· Section 4306 (b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). Dao,..-zoo I, zoo 2... site, 11 ho.ve.. $)-11oke 2> J ni. f't-lni-h-v 1 8/4/92 f· 8 I Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed glazing listed and labeled for a fire-protection rating of at least 3/4- hour. Section 3305 (h). Protection of openings in the inner walls of exterior exit balconies is not required only when it is possible for occupants to exit in two directions. Elevators serving more than two stories shall not open into required one-hour exit corridors unless protected by an approved smoke/ draft control door system. In high rise buildings refer to Section 1807 (h). Section 3305 (j). Duct penetrations of fire-rated corridor ceilings shall have fire dampers per Section 4306 (j). Combination fire/smoke dampers are required at duct penetrations of rated corridor walls. ) '54_. Fire rated corridors are not to be used to conYey air to or from rooms. UMC Section 1002. ~ Provide a complete architectural section of V the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor o?J:\ r9of system. Section 3305 (g). '>-f>.f> J...t-:r-J!.L pe/o i--0 When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. EXIT SIGNS Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 3314 (a). Show two sources of power for the lamps at exit signs. Section 3314(d). 10 Show that exits are lighted with at least one foot candle at floor level. Section 3313 (a). Show separate sources of power for exit illumination. (Occupant load exceeds 99) Section 3313 (b). The exit sign locations as shown are not adequate. ELEVATORS ·Elevators shall be enclosed in a one-hour shaft except in Type I and Type II F .R. construction where the elevator shalt be in a two hour shaft. Section 1706. Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. Elevator shafts extending through more t.1-ia.~ two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of (, 3 square feet per elevator. Section 5104. 1 8. Elevators in high rise buildings shall comply (. with Section 1807(b). 16 Every elevator lobby or entrance area shall be provided with an approved smoke detector as /o required by Section 5103(b). 1 O. Revise the number of elevator cars per hoistway enclosure to comply with Section / 5103(a). 17/1, Provide clear inside elevator car dimensions as required by Title 24: a. In high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and · condominiums: 8011 by 5411 , with a 42-inch side slide door. b. Elevator in buildings more than two stories or buildings where disabled access is required to upper· level(s): 6811 by 5411, with a minimum clear door width of 3611 • c. 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. 8/4/92 P. f t· Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from the car side. Section 5106. GLASS AND GLAZING Specify on the window schedule the glass tJ~e and thickness to show compliance 1dth Table 54-A and B. Show safety glazing in the following locations, per Section 5406(d): a. Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed position (unless there is an intervening wal 1 between the door and the glazing or if the glazing is 5 1 -011 or higher above the walking surface). b, Glazing greater than 9 square feet with the bottom edge less than 1811 above the floor and the top edge greater than 3611 above the floor (unless the glazing is more than 3611 horizontally 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) . ROOF A Class l roof covering is required. Table 32-A. Specify roof slope. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of ___ _ Specify roof material and application. Chapter 32. Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC, e.g., tile, etc. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). Show the legal basis to allow roof drainage to flow onto the adjacent property. 11 R. i- B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H-1,2,3,4 or 5 occupancies over 15 ,ooo sq. ft. of single floor area shall have smoke and heat vents per Section 3206. Plastic skylights must be separated from each other by at least 4 feet, unless they are over the same room and their combined area does not exceed 100 square feet (or 200 square feet if the plastic is a 11CCI11 material). Section 5207 (a) 6. Plastic skylights shal 1 not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited · or required to be protected. Section 5207 (a) 7. Provide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). Show location of attic access with a minimum size of 2211x3011 , unless the maximum vertical headroom height in the attic is less than 3011 • Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 3011 headroom clearance is required above the opening. Section 3205(a). FIRE :ioctl.NGOISHING Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet cir fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite .side is more than 75 feet away. Section 3802 (b) •.. Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). :::i-oo. ov1 9ir-ia / {I 8/4/92 s; r· Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). Provide fire sprinklers in rooms used by the occupants for the consumption of alcoholic beverages when the total area of ur1separated rooms exceeds 5000 square feet. For uses to be considered as separated, a one-hour occupancy separation is required. Section 3802 (c). Provide fire sprinklers Section 506, 507, 508 or 3802. jurisdiction ordinance. See also Note on the plans: "When serving more t.1-ian 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 3803. Provide class ___ standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3805. FOUNDATION Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. hn1'\ Specify on the foundation plan or structural C..:J specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 2905(c). 12 f· Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the ylans. (When required by the soil rep9rt;)., 1y -Pl]e oY:J"i'nt'.-.. \ Ye port na.s Ye0J1-11me11.Jf'd rt The foundation plan does not comply with the following soil report recommendation(s) for this project _______________ _ 2-4. Provide notes on the foundation plan listing '/'" the soils report recommendations for foundation slab and building pad preparation. C\ The soils engineer recommended that he/she V review the foundation excavations. Note on the foundation plan that 11Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: f 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report11 • Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. Show height of all foundation walls . Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. Show distance from foundation to edge of cut or fill -slopes and show slope and heights of cuts and fills. Chapter 29. Note on the plans that wood shall be 6 inches ~bove finish grade. Section 2907(a). /21~ Note on plans that surface water will drain V away from building and· show_ drainage pattern and key elevations. Section 2905 (f). 0· Dimension foundations per Table 29-A. Floors Thickness of Supported,'c Sternwall Width Depth Footing 1 611 1211 1211 6!1 2 811 1511 1811 711 3 1011 1811 2411 811 ,'cFoundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 8/4/92 For buildings adjacent to slopes steeper than 3:1, note on the plans: 110n graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent.11 Provide elevations on the site plan to show compliance. Section 2907 (d) 5. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (f). Specify size, ICB0 number and manufacturer of power driven pins and expansion anchors. Show edge, end distance and spacing. Section 306 (f). Show size, embedment and location of hold down anchors on foundation plan. Section 302(d). Note on the plans that hold down anchors must be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. Show minimum und~r floor ventilation equal to a 1 sq. ft. for each 150 sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. T. MASONRY AND CONCRETE 22/. · Show anchored veneer support and connections T · attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties, #9 wire in horizontal joints, etc. Show height and construction details of all concrete and masonry walls. Chapter 24. 13 Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of t.~e walls. Section 1708 (d). Show a minimum 2 11 air space and between planter and building walls. 2516 (c) 7. u. FRAMmG flashing Section ~ On the cover sheet of the plans, specify_ any \___) i terns requiring special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER REQ. IF CHECKED ? X REMARKS Where special inspection is· required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2405(c). 8/5/92 f· In seismic zones 3 or 4, if a structure is defined in Table 23-K as Occupancy Category I, II or III, note on the plans that "Structural observation by the engineer/architect shall be performed. A statement in writing shall be given to the building official, stating that the site visits have been made and whether or not any observed deficiencies have been corrected to conform to the approved plans and specifications". Provide complete structural details on the plans with cross referencing as needed to show the structural framing v;ill comply with the design calculations and building code requirements. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists and rafters 1211 or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506(h). Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 5. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)6. Show 1/211 minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 14 Show or note fire blocks at the following locations per Section 2516 (f): a. b. c. d. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the nm and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials; and e. At openings between attic spaces and chimney chases for factory-built chimneys. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Show double top plate with minimum 4811 lap splice. Section 2517 (g) 2. ~ Show nailing will be in· compliance with Table v::y 25-Q. 2~. Show stud size ?lld spacing. stud heights; bearing wall: max. 101 ; non-bearing: 2 x max. 20 1 • Table 25-R-3. Maximum allowable 2 X 4 and 2 X 6 4 max. 141, 2 X 6 Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 1611 o.c.- Table 25-R-3. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. J. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4714 (d). Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. Provide roof framing plan and floor framing plan. Section 302 (d). Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (d). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. 2-( In Seismic Zones 3 and 4, the allowable shear r· values for drywall in Table 47-I must be reduced 50% for earthquake loading. This does not apply to wind loading. Footnote 1. Show on the plans all structural requirements developed in the structural calculations. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. a11d Co\ cs fo lv.sf,c Ccn u I '<)g cf 8/5/92 15 Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Sect~on 2516 (c) 4. Specify plywood grade and panel span rating. Table 25-S-l. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue. 11 Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 2516(i). When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation 1411 , framing cripple studs 2517 (g) 4. cripple wall studs· are less than shall be solid blocking or the sheathed with plywood. Section ?/8. Cripple wall studs exceeding 4 feet in height T' shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 2J. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. ,,/0. In open beam construction, provide strap ties rl across the beams at the ridge support. Section 2501 (b). ~ Note on the plans that 11all weather-exposed 'v surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatheruroof". Section 1708. • V. MISCELLANEOUS 2/z Parking garages shall have an unobstructed 7-· headroom clearance of not less than 71-011 above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). ~ Provide d·etails of restrooms to show \(J compliance with Section 510 (b), regarding floors, walls and showers. 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). 8/5/92 2/s. Guardrails: I a. Shall be installed at all unenclosed floor and roof openings. 2/6· 2/7· 0· r· b. Shall be installed at open and glazed sides of landings and ramps. c. Shall be installed at balconies or porches more than 3011 above grade or floor below. d. Shall be installed on roofs used for other than service of the building. e. Shall have a height of 42 11 • f. Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 23-B. g. Openings between railings shall be less than 411 • The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. Show that aisles and seats comply with Sections 3315 and 3316. Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. Pedestrian walkway shall comply with Section 509. ~ Note on the plans that suspended ceilings C,7 shall comply with UBC Tables 47-A and 23-P. ~ Note on the plans that new water closets and ~ associated flushometer valves, if any, shall use no more than 1. 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). 16 W. TITLE 24 DISABLED ACCESS f::::\ Provide note and details on the plans to show V compliance with the enclosed Disabled Access Check List. Disabled access requirements may be more restrictive than the UBC. x. ENERGY CONSERV ATIOH ~-E'e /'.A:ttl!'..ch-fd sbeet..s: 284. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. 285. Provide electrical plans, plan _details, calculations . and the completed Form 5 or CF-5 to show compliance with sta:te regulations for energy conservation. 286. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". Y. ADDITIONAL C,\ Please see additional corrections, or remarks, \Jon the following page. . C':\ To speed up the recheck process, note on this V 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 V made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describle 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 with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, ·· · please contact ____________ _ ])AVID at Esgil Corporation. Thank you. Enclosures: 1. 2. 3. (he '(Ao §o) -ne rr,of ~CR55N dP+C{,' / ( d}~ ! 9/s 7 ) r:/-1~ ! l };.p 1 !£JM'o/ rPfnPv1(P -hm1v rvoJ: -htr;n/1117 J _, 0 nla11 Sht,ft: I 7 tJj' L ~ ½,. y' ;; V-, ~ fkl_ // C Ct\ I c r sh P>J_t ,;y/ ½ f ...J_/_p I ,I .. I ---~S~h~o~1<~(-~--r.~h_.e.._~rv~)~,-"'s..,.11~Q~D_._&_o_C_P_(~f o. Hr d1Pet 'U7 o f +he Cu<lcs shovl..£ CL of"',, q CJn'J C . I ( t/ (/ -:gi,1. f. #,t) p/tl,v o.p1--cak;( . nc;f: ,-f.,,,,>-7 d1~0 1t. TS ?X?.X~ (iy)_;....n_l __ I __,d=l-'-'-rn'-'-f'-'-'VJ=.5--/ .:;.;..~1..-<=----H--f'. __ ,r;....y_....;.,-t; ..... ~ =e.=- GJ4) sJppt 4-b 0£ +hr::, ulcc show( , b-P<'lr t::il"' I I 0 ,(1} .rb,,, I / ho,ve .2 --#4.. --,..0 y,...,... la.£ t:.. -+k U.1>{i.ff ~ce -,-/2g_ Q./cp,- J • -) O..jJ}).p0,yt . cfilJ ncf-sbubl i-f-, ,, vi !cf <::how_( ..s:-3 +/~if vn/e --foz:,-/-)11 Cl ½I I d+-b J r-/ 0 ( ~ Lo ,y S-&) 2s:6 ? S-/ .. 7 ( T~_ J /02 2. 0. 17 ·~· .. ··---·-··~~ ..... - ~ ---rh.P fPchh,,t>. J )-eDfJrT '('ho t,,.J , -+h-f=-l'AY-PO ,<,-IC B> 111// +J.,, Jh-Pr+ +~ J ""Ru+ +)-P of t:1 -.shoi, J, H-3. I ;-17 p,.,,/+ _p~t.o., ,,,,,,., vie! r~ I I \11 I 1-H-i .-P /?(1'-f -ftn1'JII uh oJ lm1-v '-.-,;t'">'1 rL-PrC ')A} t+h {/ 0 I j,'.fl'-e1-,,,-,,,-p fJ.; kc;-(f'\-./?,..-t-1--.. /2.Co('. I 11,,-oLo,,+ flu> ,&dz,/<~l . - I 1-,o fine, I -+/ou----0 lc.J-, , <And --/1,p/V r-P oo r -f-. r ,.-; o P ,.P nJ f X Z. ) J J JI / TITLE. 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to l0°F in which no heating or cooling is provided to the space, if the HVAC system has both heating and cooling capability; 5. Be able to terminate all heating at 70°F or less; and 6. Be able to terminate all coolin~ at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need_Jlot comply with Section 2-5315(a) 4, 2-5315 (a)S, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. ...... _..:;_J_;,;:;,.. • .:;:~_;;,_.._b--'• ................ ...,_ ... ~' ...... .J--... •••• . J Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so tha~ the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, orthat control each lamo in a space independently meet the requirements-of this section. ~ (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area . Occupant Operating and Maintenance Information to be Provided by··Builder The build~r shill provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director . . Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of ll0°F) Section 2-5314, Table 2-53G. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction CARLS.EAD ------~...:...-...;...;=-'------- Plan Check No. _____ q ~=----4~0,~~-- References to section numbers with prefix 11211 are (California Building Code). Prefix 11 311 is for Part 3 Part 5 (California Plumbing Code). to Title 24, California Code of Regulations, Part 2 (California Electrical Code). Prefix 11511 is for Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT 0HANDICAPPED PARKING SPA~ES _ a. Provide. ____ h.andicapped spaces. 2-7102(b) b. Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her o~n. 2-7102(c) c. Parking space shall be a mini.mum of 9 ft.xl8 ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). d. Ma.xi.mum slope of parking surface in any direction shall not exceed 1/411 per foot. 2-7102(e), e. Parking space(s) shall be identified with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 3611x3611 and painted at the back of the parking stall). 2-7102(f) f. Entranc~ 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·s ft. 2 in. to any structural member, duct or pipe. 2-7102(g) 0 CURB RAMPs 1+ o.ppl ,c"' b)e a. Curb ramps shall be located wherever pedestrian path crosses curb. (2• 7103{a)) b. Curb ramp shall be 4811 •.•• min. width (2- 7103(b)) with maximum.slope of 1 in 12. 2-7103(d) c. A level 4811 min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) d. If no landing is provided, the slope of flared sides shall not exceed l in 12. 2-7103{d) e. Surface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent f. Border markings shall be 1211 \,ide of l/411xl/411 grooves, 3/411 apart, located at top and sides. 2-7103(h) QwAI..Ks C) a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-710l(a) b. Walks sloping greater than 5% (l in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 48 11 mini.mum, and shall have slip-resistant surfaces. 2-3325(a) d. The maxi.mum cross slope shall not exceed 1/411 per foot. 2-3325-(a)3 e. Gratings possibl,_e. are not 2-3325(b) allowed whenever f. At each gate or door a 6011x6011 level area is required when the gate swings toward the walk. 2-3325(e) g. A 4811x4411 deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 2411 clear space is required at strike side of gate or door. 2-3325(e) PEDESTRIAN RAMPS C sf-e>-"'7e . !4b) a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) b. The ma.xi.mum slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 4811 mim.mum. A minimum width of 6011 is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 3611 when the occupant load is 50 or less. 2- 3307(b.l) d. Toe surface of ramps resistant. 2-3307(g) shall be slip- e. A 60 11 intermediate landing is required at maxi.Drum elevation change of 3011 and 7211 landing at each change of direction (over 30 degrees). 2-3307(d.l) f. Landings are required at top and bottom of ramps. 2-3307(d.1) g. Bottom landing shall be minimum of 7211 in the direction of travel. Fig. 2-33- llA h. Top landing shall·be 6011 x 6011 minimum. 2-3307(d.l) i. When· door swings onto top landing, mini.Drum depth of landing required is door width plus 4211 • 2-3307{d.l.) j. Top landing shall have 6011 min. width when door swings onto the landing, with 2411 on strike side of door at exterior ramp, or 1811 at interior ramp. 2-3307(d.1) k. Ramp handrails are required on each side of ramp, when slope exceeds l in 15. 2- 3307(e.l) 1. Ramp handrails shall be continuous, located 3011-3411 in height above ramp surface, with 1211 extensions beyond top and bottom, and the ends returned. 2-3307(e.1) m. Handrails shall be 1-1/411 to 211 cross section, spaced minimum of 1-1/211 from wall. 2-3307(e.1) n. A 211 high curb or wheel guide rail centered 311 ± 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) 5. SPECIAL ACCESS LIFTS · a. Lifts may be provided betw~en levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of california, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) . b. The lift platform shall be of sufficient size to accommodate a wheelchair (3011x4811 ). 2-5107(a) c. There shall be a level and clear floor area or landing (6011x6011) at each level for access to the lift. 2-5107(a) 6. HAZARDS a. Provide 8011 headroom from walkway surface to any overhanging obstruction. 2-3326(b) b. Headroom of maintained for etc. 2-522(f) 80'' minimum shall be walks, corridors, aisles, c. Protruding objects with leading edges between 27 11 and 8011 above finished floor shall not protrude more than 411 into walks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 27'1 and 8011 above the floor may project a maximum of 1211 • 2-522(f) e. Abrupt changes in level exceeding 411 adjacent to walY-..S, except between walks and adjacent streets or drives, shall be identified by 611 high ;;arning curbs above walk surface. 2-3326(a) 0 ENTRANCES, DOORS, VESTIBULES AND CORRIDORS I· ). All primary entrances to buildings shall be accessible to the handicapped. 2-330l(f) All required passage doors shall have 3211 clear opening at 90 degrees (3611 door). 2-3304(£) I At least one of a pair of doors shall meet the minimum 3211 clear entrance width requirement. 2-3304(f) @Threshold shall be no higher than 1/211 above the floor. Edge to be beveled with a slope no greater than l in 2, if more than 1/411 • 3304(i.l) /· Exterior level landing may slope up to 1/411 per. foot in any direction for surface drainage. 2-413 © Door hardware shall be of the lever or push type, mounted 3011 to 4411 above the floor and be operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304(c), 2- 3304(i.2) r The lower 1011 of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(i.3) /· /· Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) At turnstile, provide an access gate, 3211 clear width opening, within 30 feet of turnstile. 2-3304(i.4) There shall be a clear area on each side of door, 6011 deep in direction of door swing and 4411 deep in opposite direction of door swing. 2-3304(i.l) r I ik':)Width of clear area on the swing side of l/ the door shall extend 2411 past strike jamb for exterior doors and 18" past strike jamb for interior doors. 2-3304(i.l) ( I '.i"ne space between two consecutive doors (vestibule) shall provide a minimum of 4811 clear depth between the open door and a second closed door.Doors in a series at a vestibule shall swing in the same direction, or away from the. spac.e between them. 2-3304(i.l) · For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. FLOORS a. Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, ors pecial access lifts. 2-522(e) STAIRWAYS NOTE: Only applies were disabled access is provided or required to other levels. a. Treads shall have smooth, rounded exposed edges and be slip resistant. 2- 3306(s) b. Nosing shall not project more than 1-1/2 inches past face of the riser below. 2-3306(s) c. Risers shall be sufficiently solid. 2-3306(s) d. The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 211 in width. 2-3306(r) e. On exterior stairs, each tread shall be marked as noted above. 2-3306(r) f. Handrails are required on each side of stairway. 2-3306 g. Handrails shall be located 3011 to 3411 above nosing,extend 1211 beyond top riser and 1211 plus tread width beyond bottom nosing and returned to wall/newel post. 2-3306(j.1). h. Handrails shall be 1-1/411 to 211 in gripping cross section and 1-1/211 clear of wall. 2-3306(j.l) ,,. r; • ~!.. ~ ., ' • --. .>~,. i. Approved stain.•ay identification signs shall be located at each floor level in all enclosed stain.·ays in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above t..~e floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. . I Standard No. 33-2. ) • ELEVATORS a. Provide clear inside elevator car dimensions as required by U.B.C. Section ·s103(d) 6 and Title 24 2-5103(d.l). · 1. At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. 2. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 6811 by 5411 , with a mini.mum clear door width of 3611 • 3. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. b. Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.1) SA1f.ITARY FACILITIES I· TOILET FACILITIES ACCESS I When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. I· I (2-511 ._l(a)) Doorways shall opening width. have 3211 2-511.1 minimum clear There shall be a level area with 60" cl~ depth in the direction of the door swing, and a level area with 44" clear depth in opposite direction of door swing. 2-511. l(a) 12. MULTIPLE ACCOMMODATION TOILET FACILITIES I Provide clear area 6011 high -or clear space 5611 high. 2-511.l(a) diameter x 27 11 X 63 11 X 27 11 f- Doors (other than handicap compartment) are not to encroach more than 1211 into above mentioned clear space. 2-511.l(a) /. Provide a 2811 clear space between water closet and fixture or 3211 clear space between water closet and wall. f 2-511.l(a) A 4811 long clear space is front of water closet. space is required when compartment has a side door. 2-511.l(a) required in A 60" clear the toilet @ Water closet compartment door to provide 3211 clear width for end entry and 3411 clear. width for side entry. Door to be self-closing. 2-511.l(a) SINGLE ACCOMMODATION TOILET FACILITIES a. Water closet shall be located 2811 from a fixture or 3211 from a wall. 2-511.l(a) b. Minimum clear space in front of water closet shall be 4811 • 2-511. l(a) c. In an existing building, a single accommodation toilet facility may have a space 3611 wide x 48 11 long in front of water closet. 2-511.l(a) @ GRAB BARS AT WATER CLOSEI (9 I I One at side 4211 lon~ extending 2411 in front of water closet; one at re.µ: 3611 fong centered on water close!;_; both mounted 3311 above floor. Wfiere a tank- type toilet is used, grab bar may be as high as 3611 • 2-511. l(a) Bars shall be 1-1/411 to 1-1/211 in diameter with 1-1/211 clearance to wall. 2-511.l(a) Bar fasteners and mounting support shall be able · to withstand 250 lbs./ft. in bending, shear and tension. 2-511.l(a) @ WATER CLOSEI I 0 Height of water closet seat shall be 17" to 1911 above floor. 5-1502 Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 4411 above the floo:i;-. 5-1502 The force required to activate controls shall be no greate:i;-than 5 pounds force. 5-1502 @URINALS 0 Where urinals are provided, the rim of at least one shall project 1411 from the wall and be located 17" maximum above floor. 5-1503(a) ®The force required to activate the flush valve shall be 5 lbs. maximum and located 4411 maximum above floor. 5-1503{b) {i) Provide 3011 x 4811 fon,•ard approach. · clear floor space for 2-511.l(b) ® LAVATORIES /· I Provide 3011 x 4811 fon,•ard approach. may include knee lavatory described 2-511.l(b) clear floor space for Said clear floor space and toe space under below. Provide clear space beneath lavatories 2911 high by 3011 wide by 811 deep at top and 911 high by 3011 wide by 17" deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 3411 • 5-1504(a) (§) Hot water and drain pipes under lavatories shall be insulated. 5-1504(b) @ Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-1504{c) r!J If self-closing valves shall remain open for seconds. 5-1504{c) are used, they at least 10 r. TOILET ROOM ACCESSORIES / J. Mirror bottom edge shall be located 4011 maximum above floor. 2-511.l(b) I I· Toilet tissue dispensers shall be mounted within 1211 from the front edge of toilet seat. 2-511.l(b) Operating parts disposal fixtures slots, etc.) shall floor. 2-511.l(b) of dispensing and (towels, waste, coin be within 4011 of e) SANITARY FACILITIES IDENTIFICATION ia':l On doon,•ays leading to sanitary V facilities the symbols to be provided are 1211 Equilateral triangle for men, 1211 diameter circle for women, and 1/411 thick, centered on door, 6011 high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) GROUP H OCCOPANCY REQUIRfflENTS 1 r· a. Accessible sanitation facilities in all Group H Occupancies shall be provided as specified in Chapter 2-5. 2-913(a) b. Accessible floors and levels shall comply with the requirements specified in Chapter 2-5. 2-913(a) c. Employee work areas shall be accessible by means of a 36-inch minimum aisle width, and a 32-inch minimum clear opening door width. 2-913(a) ADDITIONS, ALTERATIONS ARD REPAIRS IO EXISTING BUILDl]iGS. (2-ll0A(b)ll) r· The area of· specific addition, alteration and/or repair, shall comply with the provisions of Title 24. Additionally: a. The prilnary entrance to the building and path of travel to the specific area shall be accessible to the handicapped persons. Compliance must be sho,m, 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. @ fwv1'~e 'of-f,1ce-/ $'fdt<e cd: (5 t---f,2( ooY , o-fhnu,1<,e,_. 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A-1..1.:, I II , ./ ,... 1 I, ""l: y JURISDICIION: ____________ _ DA'.tK=---=---------0 Gt.Di ADOOlC PLAN ClIEClC HUMBER:, ___________ _ PI.AM UlEClCER: D . D----- ;r UHC M 'd,,_.,,, I .S ~cA,eA;uecrs "t?o,-, (:Q/;l""I ~s .,.-,4,rgt.,t.r, Sere. .,.,.v,J 07(Ji) /107( ) hl'ta ..,.O,;o ~tra,.1'1'o ,u lA. MC. a-c.r,o NJ C.<5. ,.,._,..,f,Hl.lllJ:::J \,~I \,,j M~ JURISDic:IION: ____________ _ DA.'.IX=---=---------0 GI.ER ADAMEK PLAN CHECK HUMBER:. __________ _ PLAN CHEOCER: D . D--- ?oB. 0/~LJ;,,(,,. u .13l(a)-(b) Section 131. Lighting Controls That Must Be Installed. (a) Area.Controls. I. Each area enclosed by ceiling-height partitions shall have an independent switching or control device. This switching or control device shall be: A. Readily accessible; and B. Located so that a person using the device can see the lights or area controlled by that switch, or so that the area being lit is annunciated; and C. Manually operated, or automatically controlled by an occupant- sensing device that meets the requirements of Section 119(d). 2. Other devices may be installed in conjunction with the switching or control device provided that they: A. Permit the switching or control device to override the action of all other devices; and B. Reset the mode of any automatic system to normal operation without further action. EXCEPTION No. 1 to Section 131(a): Up to one-half watt per square foot of lighting in any area within a building that must be continuously illuminated for reasons of building security or emergency egress, if: I. The area is designated a security or emergency egress area on the plans and specifications submitted to the enforcement agency under Section 1403(a)(2) of Title 20; and II. The area is controlled by switches accessible only to authorized personnel. EXCEPTION No. 2 to Section 131(a): Public areas with switches that are accessible only to authorized personnel. (b) Controls to Reduce Lightin~. The general lighting of any enclosed space 100 square feet or larger in which the connected lighting load exceeds 1.2 watts per square foot for the space as a whole, and that has more than one light source July 1, 1992 70 (c) 131 (b)-(c)2. (luminaire), shall be controlled so that the load for the lights may be reduced by at least. one-half while maintaining a reasonably unifonn level of illuminance throughout the area. A reasonably uniform reduction of illuminance shall be achieved by: 1. Controlling all lamps or luminaires with dimmers; or 2. Dual .switching of alternate rows of luminaires, alternate luminaires, or alternate lamps; or 3. Switching the middle lamps of three lamp luminaires independently of the outer lamps; or 4. Switching each luminaire or each lamp. EXCEPTION No. 1 to Section 131(b): Lights in areas that are controlled by an occupant-sensing device that meets the requirements of Section 119(d). EXCEPTION No. 2 to Section 13l(b): Lights in corridors. EXCEPTION No. 3 to Section 131(b): Lights in areas that are controlled by an automatic time switch control device that has a timed manual override available at each switch location required by Section 131 (a) and that controls only the lights in the area enclosed by ceiling height partitions. Daylit Areas. Daylit areas in any enclosed space greater than 250 square feet shall meet the requirements of 1. and 2. 1. Such areas shall have at least one control that: A. Controls only luminaires in the daylit area; and B. Controls at least 50% of the lamps or luminaires in the daylit area, in a manner described in Section 13l(b)l. through 4., independently of all other lamps or luminaires in the enclosed space. The other luminaires in the enclosed space may be controlled in any manner allowed by Section 131(b)l. through 4. 2. Such areas shall have controls that control the luminaires in each vertically daylit area separately from the luminaires in each horizontally daylit area. July 1, 1992 71 13l(c)2.-(d)l. EXCEPTION No. 1 to Section 131(c): Daylit areas where the effective aperature of glazing is equal to or less than 0.1 for vertical glazing and 0.01 for horizontal glazing. EXCEPTION No. 2 to Section 131(c): Daylit areas where existing adjacent structures or natural objects obstruct daylight to the extent that effective use of daylighting is not feasible. (d) Shut-Off Controls. 1. For every floor, all interior lighting systems shall be equipped with a separat(?-automati_c control to shut off the lighting. This automatic control shall meet: the requirements of Section 119 and may be an occupancy sensor, automatic time· switch, or other device capable of automatically shutting off the lighting. July 1, 1992 EXCEPTION No. 1 to Section 13l(d)l.: Buildings or separately metered spaces of less than 5,000 square feet of conditioned space. EXCEPTION No. 2 to Section 13l(d)l.: Where the system is serving an area that must be continuously lit, or lit in a manner requiring manual operation of the lighting. EXCEPTION No. 3 to Section 131(d)l.: Lighting in corridors, guest rooms, and lodging quarters of high-rise residential buildings and hotel/motels. EXCEPTION No. 4 to Section 13l(d)l.: Up to one-half watt per square foot of lighting in any area within a building that must be continuously illuminated for reasons of building security or emergency egress, if: I. The area is designated a security or emergency egress area on the plans and specifications submitted to the enforcement agency under Section 1403(a)2.A. of Title 20; and II. The area is controlled by switches accessible only to authorized personnel. 72 -... . ; -·--,. -.. ~~,:,•$ ' _.,~· 131(d)2.-(t) 2. If an automatic time switch control device is installed to comply with Section 131 (d) 1. it shall incorporate an override switching device that: A. Is readily accessible; and B. Is located so that a person using the device can see the lights or the area controlled by that switch, or so that the area being lit is annunciated; and C. Is manually operated; and D. . Allows the lighting to remain on for no more than two hours when an override is initiated; and E. Controls an area not exceeding 5,000 square feet. (e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. (t) Exterior Lighting. Exterior lighting controlled from a lighting panel within the building shall be controlled by a directional photocell or astronomical time switch that automatically turns off the exterior lighting when daylight is available. EXCEPTION to Section 131(f): Lighting in parking garages, tunnels, and large covered areas that require illumination during daylight hours. July 1, 1992 73 JUJ@)ICTION: G A:R LS €:>AD PI.AH CHECK HUMBER: 93-405 / Submit complete · electrical -plans reflecting the full extent of work to be performed, including but not limited to the follo,dng as applicable. Submit complete service and feeder one- line diagram. NEC 215-5. Show the Available Fault Current (Isc) from the Utility Co. and at equipment \.'here the Isc e>:ceeds 10,000 a::ips. ~ Show the-ampere interrupting capacity / • (AIC) ratings of serdce and subservice equipment. NEC 110-9, 230-65. . r:'\ Show the method used to li.ciit fault \.::.:.J currents to 10 ,ooo amps on branch /-/ /( 0 ;-ef. ?6-· circuits. Show fuse letters if used (i.e., JJN, J..3T, LPN). ?AIJe.L..$ 'E.L\'1 E.U'2.. AND l4,000AMP.!) A-T'LU','t--l\' t'l-\-1.\-L/ Show fuse/breaker size(s). HEC 240-6.' Show each building disconnecting HEC 230-84. means. Show co~duit and wire sizes. Specify wire type (AL or CU) insulation (i.e. lliwN). HEC ARI 310. Show the approximate length of feeders. and Sho;., the grounding system required for each building, st:-..icture, or service. KEC 250-24, SO(a), Bl(c). · 1::-\§t~Pfhe 11nearest electrode" used for \;;;I e.ac.11 transformer secondary ground system (i.e., bldg. steel, cold water pipe). HEC 250-26(c). Show the grounding electrode conductor siz_~ and wire type (AL/CU). HEC 250-94. Submit load calculations·:·. Include long continuous loads (LCL) and largest motor loads. HEC AKI. 220. ;!. Show/Identify new loads proposed for the existing equipment. · ,L_ Indicate main service size and total r-· load. QSpecify wiring methods (i.e., DIT, Metal \.::.!.:)Conduit). PAGE: l / '2. SEI: _ _c;;;I;;,___ nAIE= s, n, 9-3 Show location of Service(s). REC 110-16, 230-2. Specify di.censions of equipment rated 1200 amps or more. NEC 110-16(c). Provide the required access and entrance to working space for equiproe~t rated 1200 a.:r.:>s or I:lore and over 6 feet \.'ide. NEC 110-16(c). @show location of all panels, load centers, S\.'i tchboards, and transf omers. NEC 110-16, 240-24, 300-21., ., A=,-tJE.l. 'L?2.C:" $ E.x\..ST\f.X:l H-H-L' ~ l·HtP" YI. Provide the required working space about /-electrical equipment. NEC 110-16. / Suboit complete panel schedule(s). 2,1{. Provide overcu.rrent protection on t.l-ie / seconda_ry side of transforners. NEC 240- 21 Ex., 384-16(d). r:;-:;-') Provide required transforner ventilation. \:::::,;NEC 450-9. (.;";\ Provide receptacle(s) within 25 feet of V h"VAC e.9..uipment. UHCd~· ALL 'l-<06F TD? r-i-~-N Co,L U U\T~ -u/. Pro,·ide the required 20 amp 1200 VA sign /. · circuit(s) and receptacle(s). NEC 600- 6(b)(c). ;'- /· Provide 11W1iform" pattern lig.½ting within sight of multiple S\."itch lighting controls. CAC Title 24, 5319. When two or more exits are required, show exit sigr.s on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second power source (battery or generator). h'EC 700- 16/UBC 3314. ~ In a-11 occupancies where the ·exit system / s1:.rves 100 or more occupants, provide a m5r.:imum of 1 footcandle emergency ill\\J'lination at the floor level and spev5:y a second power source (battery or gene~ator). h'EC 700-16/UBC 3313. Ll To sueed u-o the recheck process, note on V this list (or a copv) where each correction item has been addressed, i.e., plan sheet, suecification, etc. Be sure to enclose the marked up list when vou submit the revised plans. Any questions on electrical corrections please contact the plan checker shown above at Esgil Corporation at (~19) 560-1468. Ihank you. 09/04/92 -.·. <:·~~~~~f-i7ff .. ;1I~1t"t-;_'l-;:;:=:-~ili~~J~:~,.:~:::-:.~:::~.:..;::~:..-::;\·:-If:;~:.Ji.-:f{~~:;(.:-~.<.-. -~; · ·: ~ .. · ·_ -. ·.-· . .-_·· · ····';-:-~:--.-.-:.~ ,. :. ·: : :· :-= :· • .-.,. .... ,= .. ,,,._, __ , __ .....-.• ~-.. -· ELECTRICAL PLAN CORRECTION SEEET , JURISDICilON: C1A-RLS BA-b PJ-,GE: 1-IQ.. pUJ{ am:x XU<BER: 9:2,-4QS T SU": __ _ PI.A.\{ rn: CHUCK MENDENHALL DAIE: 0I\7193 SAN D !EGO AREA ELECT.RICAL NEWSLETTER -.., ~\ :·:...-----------------:--"""'.".':'-:-:-::-:-:-:-:~=-=:-:=::-:-:-:-:-::::-:-::::-::-::::-::-:::-:::::---THE liAN DIEGO AREA CHAl"TER OF THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS APPROVES THE CONTENT ~ ~·:3 -~ .. ·/ OF THIS NEWSLETTER AND RECOMMENDS ITS AOOl'TION l!IY THE MEMBERS OF THE CHAPTER. CHECK WITH THE LOCAL INSPECTION JURISDICTION BEFORE BEGINNING ANY INSTALLATION IIASED ON THIS NEWSLETTER, CODE REFERENCE SUBJECT PUBLISHED 230-95 GROUND FAULT PERFORMANCE TESTING APR 89 Section 230-95 requires that.certain services be provided with a ground fault protection system. Subsection (c) requires that tests be performed on such systems, presumably to assure that the equipment performs its intended function. This code section does not define who is to perform these tests or what information is to be included in the written report for inspection jurisdictions. Additionally, the requirement that these tests be performed on the system "when first installed on site" allows tests to be made at inappropriate times. The following standards are established to assure that performance testing of ground fault systems is accomplished in a uniform and acceptable manner: 1. Performance testing shall be performed by a third party capable of demonstrating both the knowledge and equipment necessary for such tests. 2. The required tests shall be conducted after all electrical work has been performed and before the building is occupied. 3. The written record of the test shall include: a) A copy of the manufacturer's instructions for performance testing of the equipment. b) A statement that the service grounding connections are correctly installed for a ground fault system. c) A statement that all neutral conductors in the distribution system have been tested and found to be ungrounded. Describe the test method used. d) A statement that the ground fault equipment functioned properly when ·tested. Include the actual se~tings and trip-times of the tests.· 1-:::i..-.~LJ.l !1.~\..u ••!._; _ I, bt,, .. • • - SAN DI EGO AREA .. --.. :,\ ELECT.RICAL NEWSLETTER ;,._ _______________________________________ _ THE SAH DIEGO AREA CHAl"TER OF THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS APPROVES THE CONTENT OF THIS NEWSLETTER AND RECOMMENDS ITS ADOl'TIOH BY THE MEMBERS OF THE CHAl'TER. CHECK WITH THE LOCAL INSl'ECTION JURISDICTION BEFORE BEGINNING ANY INSTALLATION IIASED ON THIS NEWSLETTER. CODE REFERENCE SUBJECT PUBLISHED-REVISED 450-9 TRANSFORMER VENTILATION DEC 81 APR 85 Closets and rooms housing transformers shall have provisions to maintain an ambient temperature which does not exceed the ambient temperature rating on the transformer. This may be accomplished by natural or mechanical ventilation, by mechanical cooling, or by other means. 1. Natural ventilation which complies with the provisions of Section 450-45 shall be acceptable. 2. Mechanical ventilation which provides for air movement of 3 cubic feet per minute/per KVA of transformer rating shall be acceptable. 3. Mechanical cooling which can be demonstrated to maintain an ambient temperature below that of the transformer rating shall be acceptable. 4. Any other means, including combinations of the above methods, which can be demonstrated to maintain an ambient temperature below that of the transformer rating shall be acceptable. • Date, ~/~} Prepared by, ])AVID YA-o I Jurisdiction _ _..C.=A........:Rl:5 __ ~E~A--=-D- VALUATION AND PLAN CHECK FEE PLAN CHECK NO, 93-L/.OS- o Bldg, Dept, O Esgil BUILDING ADDRESS ?.28~ °To.H?tdt2f APPLICANT/CONTACT £u, ff S1f-v-fh <U?;\/ PHONE NO • ___ 7_'ft_-__,_/_..]...:;,<fl-_..,_/_ BUILDING OCCUPANCY R-:z./ 1-1-3/H-] DESIGNER PHONE ------TYPE OF CONSTRUCTION . 71T-t,..I CONTRACTOR PHONE ----- 3UILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER "T, :r ,· 26, Bt4-2 <;-Ot> 67h6oo- H.s / H, -s+. ~q ~ ]0< 33. 2~,,qq V . I I .Air Conditionine Commercial @ ' Residential @ Res. or Comm. I 61-I /J-1 it Fire S"Drinklers 70J @ I Total Value {; 1-ii 1 i pl:_ Building Perm it fee $ __________________ ----'$.___.2_b_2. ....... J_2 __ ·. _ ·8'P. Plan Check fee $ $ (70]--'"-------------------._..c:.. _ __.__,__......;__~-- COMMENTS ... :---------------------------- SHEET ( OF I 12/87 City. of Carlsbad I #i ,t· ii ,144 a i U· • ·14 ·ih Ii; ei4 ,i I BUILDING PLANCHECK CHECKLIST DATE: S:-1/-9.S PLANCHECK NO. 'J3--~o,s;-" BUILDING ADDRESS: c<:2.d~ /1f-,,eA,,?4v ....... 7-"-.,,--"':r...__ ______ _ PROJECT DESCRIPTION: z;; ?-4 /'tf/ .tf addl,, 703 ~ #3;/t7oc,c,"/2<fht/Cf ASSESSOR's PARCEL NUMBER: ;2,/~ .. tJ6/-...3 3 EST. VALUE &, ;71, 6~t? ., o~:ce.. 1~ D 2.,-'-f f ENGINEERING DEPARTMENT 1-.A-(/S -/ .!J f /f-0 ~ • 1ec.V ~~.-,Me 7o 3 '/-l,f"v,,,-4111.S OVII-S T<E° ~ IV ~· 7 APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of ·permit to build. -~';, ATTACHMENTS D Dedication Application D Dedication Checklist Please see the attached report of deficiencies marked with ~ Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: /~ Date: :S:-11---?3 By: A:: Date~;f3 , By: Date: CONTACT PERSON D Improvement Application D Improvement Checklist NAME: ______________ _ .O Future Improvement Agreement ADDRESS: ______________ _ PHONE: ______________ _ P:\doca\chklst\bp0001.frm REV 6/5/92 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 @ ' v BUILDING PLA,NCHECK CHECKLIST SITE PLAN 1 s;J" 2nd,/ 3rd,/ , r::l D D _ 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets D , 2. Show on site plan: f DD D D A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes 3. Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure. 4. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 USC 2907(d)5.). 5. Include on title sheet A. Site address B. Assessor's Parcel Number C. -Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. , P:\docs\chklat\bp0001.frm Page 1 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE V 2ndv' 3rdv' J1' D D 6. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ Conditions were complied with by: ______ _ Date: ------- DEDICATION REQUIREMENTS 7. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ______ -pursuant to Code Section 18.40.030. Dedicati.on required as follows: ________________ _ Attached please find an application _form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by ___________ _ Date: · ---- IMPROVEMENT REQUIREMENTS D D D Sa. All needed pul:>lic improvements upon and adjacent to the· building site must be constructed at time of building construction whenever the value of the construction exceeds =-----------pursuant to Code Section 18.40.040. Public improvements required as follows: _____________ _ Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be appr~ved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. · Improvement Plans signed by: __________ _ Date: --- P:\doca\chklat\bp0001.frm Page 2 of 4 REV 6/5/92 1 stJ 2nd/ 3rd/ D D D BUILDING PLANCHECK CHECKLIST Sb. Construction of the public improvements may be deferred pursuant to code Section 1 S.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _________ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows: ___________ _ D D D Sc. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. D D D D ~D D D D D Future Improvement Agreement completed by: ____________ _ Date: -------- 8d. No Public Improvements required. SPECIAL NOTE: Damaged .or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: 9c. No Grading Permit required. BUILDING PLANCHECK CHECKLIST P:\docs\chklst\bp0001.frm Page 3 of 4 REV 6/5/92 . ' ~ .,. 2ndv' 3rdv' D D ~ D · D f3 ~D MISCELLANEOUS PERMITS 10. A RIGHT-OF-WAY PERMIT is required to do work in ,City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right-of-Way permit issued by the Engineering Department is required for the following: ______________ ___,:. _______ _ Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal. 11. A SEWER PERMIT is required concurrent with the building permit issuan.ce. The fee is noted in the fees section on the following page. 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste ·Permit Application Form and submit for City approval prior to issuance of a Permit. /d __ , _ · Industrial waste permtt accepted by~~} Date: ½/2.3 P:\docs\chklst\bp0001.frm Page 4 of 4 REV 6/5/92 ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. [8J Calculation based on building plancheck plan submittal. Address: o<.d-?~ r,4.-e,10// ( } Prepared by: /4 Date: ~/43 i l Bldg. Permit No. '?,3-'fa.S- Checked by: £ · ~ Date: 7 -2-1 -'r J EDU CALCULATIONS: List types and square footages for all uses. /Ve"<.J-r;;:C Types of Use: #/--I-/ c e_ Sq. Ft.: //, d .2--f -Mv L..A-/.SS /£(//P -j1t-o~~ ,//>f2,,4/C£}(JR'J' 4/4-.r?l: J., //. c..t2f.=\)l"1'" t SMlG:U.. ~ 2.(;. 9'G+ '7.F. 40'?c,OPF'1CI;'-:: 10;1¼ "'.>.F." 1/,s,oo ~ l(,'11 6,o~o wc;ov.:;e= I& I I ~ '> F-'I 1/,..-?,ct) ... 3. ;n - .,(}3 -/~t.:I{) EDU's: tf. /-<, ,.., ~,q~, . "Y - IO. z--z-- -9.1'9 - 9 • '°' 69 v Total EDU's: / • O 3 ... -------ADT CALCULATIONS: List types and square footages for all uses. /Vt:;:,.,/./ Types of Use: erf--f-icl3' Sq. Ft.: //' tJ.2.-7':-7{uu ~"' /.3 s / s;'?Jf!} %. ll7I /--/'4-vAe-,o. pr/~~ ~ a :::> ~ ' / ~ 1//QOV e,.,e,£ p~7".s ci-f+,·c ~ wll5E ADT's: ~,:1..tJ /.27 ,,.$'1 ~ 2.CJC, '2 q " 3 'o/,,,,_ - Total ADT's:_~~ '32.. FEES REQUIRED: PUBLIC FACILITIES FEE REQUIRED O YES 18( NO (See Building Department for amount) WITHIN CFO: 0 YES (no bridge & thoroughfare fee, ~NO ,Bv//..,t.. ?~12'te 1l 'o/"'~/ reduced Traffic Impact Fee) ~h .PARK-IN-LIEU FEE PARK AREA: ___ _ FEE/UNIT: ____ _ X NO. UNITS: __ _ =$ ~ ~ 2.TRAFFIC IMPACT FEE ADT's: · , -~ fa' (fg_ X FEE/ADT: 3; ~ ~ 3. BRIDGE AND THOROUGHFARE FEE ADT's: · 72-x FEE/ADT( ;?t?--&- ~ 4. FACILITIES MANAGEMENT FEE ZONE: ~ · S Cl ~ -, ___ ~:i._ff,fVlvrl r ' : /~3 _ ·-X ~: xo e -----------------. ~ c;;</>'/ =$ _____________ _ ~ 5. SEWER FEE PERMIT No. S£ C/3~~55 EDU's: /, () p X FEE/EDU: ~6/0 BENE_FIT AREA: _ ,,C. S--6 . ~ EDU's: /. 0] X FEE/EDU:f' .~,P'79 .::-- ;iii -v--P =$ __ 9_0_. '=i_..:--_ .... ~f 6. SEWER LATERAL ($2,500 DEPOSIT) =$_"""',.,&--:~---- 0 7. WATER FEE EDU's: /. -" 3· fl' (Y(l X FEE/EDU: ;2. f't/ ~ =$ ?_4;-."f ~ ---.. / -.,o--o / TOTAL OF ABOVE FEES*:$_ 8072, --' ; • I *NOTE: This calculation sheet is NOT a com lete list of all fees which ma be due. P:\DOCS\MISFORMS\BP0001.FRM . REV 06/23/93 ( PLANNING OffiCKUsr Plan Check No. 9 ?-vo,r Address ;2;)8i Fe1radt11y 7 Planner _o __ A ____ V __ l D___.R __ I __ C __ K _________ Phone 438-1161 ext. _4...,.3,.,_2 8.,__ __ _ (Name) APN: --~----------------------- Type of Project and Use __ _,_r_ __ :r __________ _ Zone CM Facilities Management Zone ----- Legend Item Complete Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates_plancheck number where deficiency was identified Environmental' Review Required: YES. __L NO TYPE __ _ DATE OF COMPLETION: Compliance with conditions of approval? [f not, state conditions which require action. Conditions of Approval_. ______________________ _ l9@0') Discretioruuy Action Required: YES ~ NO _ TYPE Pu D tJV,-&.. J/h,$) r APPROV AL/RESO. NO. PROJECT NO. Pv D 6-7-{A~)- DATE: ______ _ OTHER REw\TEO CASES: ___________________ _ Compliance with conditions of approval? [f not, state conditions which require action. Conditions of Approval ______________________ _ s'o D . California ~ Commission Permit Required: YES -NO /. DA TE OF AP PROV AL: ./ San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with con4itions of approval? If not, state conditions which require action. Conditions of Approval ______________________ _ J. CJ O · Landkape Plan. Required: YES ._ NO -~-.. d':oo I Joo . \ .doo .o:o 0 1 00 0\00 · OO:Cl··· ·.-0.00 ; -i See,attached submitta.l reqllirements for.1andsta.~ ·pl~ Site Plan: Zoning: L 2. 3. 4. 1. 2. ' . 3. ·4. Provide a ·fuµy q4nei:isione.d sire plan drawn to sc~e. Show:· North -arrow, :pro.perry_ lin~s, ~asetnents, .exi~t~g and pro.posed st_ructure:s, streets, e_xistirt~ s~r~_et · irnprovem~nts, ·: tight-of-way width ·and dirnensiQned setbacks .. · Shqw on Site Plan: Finish floor _elevations, elevations of -finish grade · adjacent to building, .existing topogtaphical lines, existing aIJ.d ·prc;ipqsed slopes· and drjveway. P-rovide legal description qf property ... Provide assessors parcel number. Setbacks: F-ront: Int. Side: Street Side.: Re¥:- ·. Required Requited Required ReqV,ired Lo.t coverage: Required Height: Required Parking: Spaces, ReqUired. ·Guest Spac.es Required .. \; Shown ------___ Shown·_.,___ Shown ---,_ ___ _ ____ ~hewn-_ .. -,-,-..,.,. Shown· 1· --------:- Shown ------ ___ Shown,._· __ ___ Shpwn ____ . _· _ I I ... L' '1 City of Carlsbad 92258 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Monday, July 12, 1993 Reviewed by:__._(1_._fu-=-~""""d'-'-',-"'./ __ Contact Name Address City, State Scott Stevenson 1130 Camino Del Mar Ste I Del Mar CA 92014 Bldg. Dept. No'=""92 1324 • 9cY-'9&5 -Planning No. Job Name ISIS /2282 ----------------- Job Address 2282 Faraday -------"-------------Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st~--2nd~--3rd. __ _ Other Agency ID CFD Job# 92258 File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 ; NG/NEERING -. 1 NALYSIS & ) ESIGN TRUCTURAL DESIGN CONSULTANTS 1~1~ PROJECT NAME ..... ·a ... 11.(::j ............ . PROJECT NUMBljR .... r,71'-······~f [, .... . PREPARER ...... kJ ...... DATE ... ~~.?J. .. SHEET. .................. OF .................... . ENG/NEERING . ANALYSIS&. DESIGN STRUCTURAL DESIGN CONSULTANTS •· .}• I ~ PROJECT NAME •. ..r. ;;t)::;5"" ....... .. PROJECT NUJV/BfR ..... i?J.1.L .... :b,·'7)· PREPARER ...... b.,.L ...... DA TE .. 9Jf .. t •.••• SHEET ................... OF .................... . 1 \ . ' '• DATA ISIS W16X40 X 1 1 0 1 29.0E6 ll.6E6 JOINTS 1 FT o. o. o. 2 o. 4. o. 3 o. 8. o. 4 o. 14.5 o. 5 o. 21. o. 6 o. 25. o. 7 o. 29. o. MEMBERS 1 2 3 W16X40 2 2 3 3 W16X40 2 3 4 3 W16X40 2· 4 5 3 W16X40 2 5 6 3 W16X40 2 6 7 3 W16X40 2 GRAPHICS 1.0 MJ ISIS W16X40 ·. SUPPORTS 1 SP 3 zc 5 zc 7 XC 7 YM 7 zc ~ ·'-'LOADS 1 4 TOTL FACTORED LOADS MEMBER 1 2 ZD -1.3 2 3 ZD -1.3 3 4 ZD. -1.3 4 5 ZD -1.3 5 6 ZD -1.3 6 7 ZD -1.3 COMBINE D+L 1.0 TOTL •.' JOINI' N 1 2 3 4 5 6 7 MEMBER NAME 1 2 F-F Wl6X40 2 3 F-F W16X40 3 4 F-F W16X40 4 5 F-F W16X40 5 6 F-F W16X40 6 7 F-F W16X40 • ~ I PAGE 1 * SPACE V -4/04/91 * ro~GHr (C) 1985-91 DIGITAL ANALYSIS CDNsuurANI'S, INC. 7460 GIRARD AVENUE IA JOII.A, CALIFORNIA 92037 .~ ISIS W16X40 TYPE Cl C2 C3 JOINI' X(FT) Y(FT) Z(FT) FT 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 4.000 0.000 2 0.000 4.000 0.000 0.000 8.000 0.000 3 0.000 8.000 0.000 0.000 14.500 0.000 4 0.000 14.500 0.000 0.000 21.000 0.000 ·5 0.000 21.000 0.000 0.000 25.000 0.000 6 0.000 25.000 0.000 0.000 29.000 0.000 7 0.000 29.000 0.000 LENGIH DEPIH DEPIH E G 'IHERMAL AXIS AREA. J~1Vi> J~~l) J lNClIES L N' PSI PSI roEFF. OOI'ATION RL RN IN. (2) ]N. (4) 48.00 6.99 16.012.900E+o71.160E+o7 O.OOE-01 0.39 0.57 1.180E+ol 2~8900E+ol 5.1800E+o2 7.900E-Ol 48.00 6.99 16.012.900E+o71.160E+o7 O.OOE-01 0.39 0.57 1.180E+ol 2.8900E+ol 5.1800E+o2 7.900E-Ol 78.00 6.99 16.01 2.900E+o7 l.160E+o7 O.OOE-01 0.39 0.57 1.180E+ol 2.8900E+ol 5.1800E+o2 7.900E-Ol 78.00 6.99 16.01 2.900E+o7 l.160E+o7 O.OOE-01 0.39 0.57 1.180E+ol 2.8900E+ol 5.1800E+o2 7.900E-Ol 48.00 6.99 16.012.900E+o71.160E+o7 O.OOE-01 0.39 0.57 1.180E+ol 2.8900E+ol 5.1800E+o2 7.900E-01 48.00 6.99 16.012.900E+o71.160E+o7 O.OOE-01 0.39 0.57 1.180E+ol 2.8900E+ol 5.1800E+o2 7.900E-Ol ,. P.AGE 2 SUProRl' CASE 1 SUPRRI'S IN POUNOO/INCH OR INCH roJNDS/RADIAN JOJNI' TYPE M1\GNI'IUDE JOlNI' TYPE MAGNI'IUDE JOIN!' TYPE MAGNI'IUDE JOIN!' TYPE MAGNl'lU)E . 1 7 MEMBER 1 2 3 4 5 6 SP 1.0000E+20 YM 1.0000E+20 SUProRl' CASE 1 3 7 ZC 1. 0000E+20 ZC 1.0000E+20 CDNDITIOO 'IDIL FACIORED I.DADS 5 ZC 1.0000E+20 0.0000E-01 7 XC 1. 0000E+20 · 0. 0O00E-01 MEMBER I.DADS IN FT. KIP UNI'I'S TYPE Disr. A I.DAD A Disr. B IDADB MEMBER TYPE Disr. A I.DAD A Disr. B IDAD B ZD 0.000 -l.3000E+o0 0.000 -1.3000E+o0 2 3 ZD 0.000 -l.3000E+o0 0.000 -1.3000E+o0 ZD 0.000 -l.3000E+o0 0.000 -1.3000E+o0 4 5 ZD 0.000 -1.300.0E+o0 0.000 -1.3000E+o0 ZD 0.000 -l.3000E+o0 0.000 -1.3000E+o0 6 7 ZD 0.000 -l.3000E+o0 0.000 -1.3000E+o0 SUP.EORI' CASE 1 CDNDITIOO 'IDIL FACIORED ID.ADS JOIN!' X DEFLECI'IOO Y DEFLECI.'IOO Z DEFLECI'IOO X rorATIOO y ROI'ATIOO Z ROI'ATIOO INCHES INCHES INCHES RADIANS RADIANS RADIANS - 1 0.0000E-01 0.000.0E-0l -3.2465E-17 -9.9501E-05 0.0000E-01 0.00OOE-01 2 0.0000E-01 0.0000E-01 -2. 9181E-03 1.6543E-05 0.0000E-01 0.0000E-01 3 0.0000E-01 0.0000E-01 -1.5603E-16 -1.6703E-04 0.0000E-01 0.0000E-01 4 0.0000E-01 0.0000E-01 -2.3270E-02 -7.0655E-20 0.0000E-01 0.0000E-01 5 0.0000E-01 0.0000E-01 -1.5603E-16 1.67.03E-Q4 0.0000E-01 0.0000E-01 6 0.0000E-01 0.0000E-01 -2. 9181E-03 -1.6543E-05 0.0000E-01 0.00OOE-01 7 0.0000E-01 0.0000E-01 -3.2465E-17 9.9501E-05 0.0000E-01 0.00OOE-01 SUP.EORI' CASE 1 CDNDITIOO 'IDIL FACIORED ID.ADS SUPro.Rr REACI'IOOS IN FOO!' KIP UNI'I'S AXIS ROrATIOO JOINr F{X) F{Y) F{Z) ;M(X) M{Y) M{Z) 1 0.000 0.000 3.247 0.000 0.000 0.000 3 0.000 0.000 15.603 0.000 0.000 0.000 5 0.000 0.000 15.603 0.000 0.000 0.000 7 0.000 0.000 0.000 0.000 0.000 0.000 7 0.000 0.000 0.000 0.000 0.000 0.000 7 0.000 0.000 3.247 0.000 0.000 .0.000 'IOrAL APPLIED IOADS 0.000 0.000 -37.700 'IOrAL RFACI'IOOS 0.000 0.000 37.700 CD.ND. DI-L MEMBER CASE 1 2 'IOI'I, D+L 'IOI'I, D+L 2 3 'IOI'I, DI-L 'IOI'I, D+L 3 4 'IOI'I, D+L 'IOI'I, D+L 4 5 'IOI'I, D+L 'IOI'I, D+L 5 6 'IOI'I, D+L 'IOI'I, D+L 6 7 'IOI'I, D+L 'IOI'I, D+L = ', .. ,, ;-... PAGE 3 Lil®\R I.DAD OEBlNATIONS EACitR*CllID. + FACIDR*~· + FACIOR*CD.ND. + FACIDR,*mID. + EACKJR*CD.ND. + FACIOR*mID. + EACIOR*CD.ND. 1.000 'IOIL INI'ERNAL IDAOO IN FOO!' KIP UNI'I'S AND SIRESSES IN KIPS/EQUARE INCH .· p VL VN MN ML T P/A VL/A VN/A TENSION ~ICN 0.000 0.000 3.247 0.000 0.000 0.000 0.000 0.000 0.644 0.000 0.000 0.000 0.000 3.247 0.000 0.000 0.000 0.000 0.000 0.644 0.000 0.000 0.000 0.000 -1.953 0.000 2.586 0.000 0.000 0.000 -0.387 0.480 -0.480 0.000 0.000 -1.953 0.000 2.586 0.000 0.000 0.000 -0.387 0.480 -0.480 0.000 0.000 -1.953 0.000 2.586 0.000 0.000 0.000 -0.387 0.480 -0.480 0.000 0.000 -1.953 0.000 2.586 0.000 0.000 0.000 -0.387 0.480 -0.480 0.000 0.000 -7.153 0.000 -15.628 0.000 0.000 0.000 -1.418 2.898 -2.898 0.000 0.000 -7.153 0.000 -15.628 0.000 0.000 0.000 -1.418 2.898 -2.898 0.000 0.000 8.450 O.OQO -15.628 0.000 0.000 0.000 1.676 2.898 -2.898 0.000 0.000 8.450 0.000 -15.628 0.000 0.000 0.000 1.676 2.898 -2.898 0.000 0.000 0.000 0.000 11.835 0.000 0.000 0.000 0.000 2.195 -2.195 0.000 0.000 0.000 0.000 11.835 . 0.000 0.000 0.000 0.000 2.195 -2.195 0.000 0.000 0.000 0.000 11.835 0.000 0.000 0.000 0.000 2.195 -2.195 0.000 0.000 0.000 0.000 11.835 0.900 0.000 0.000 0.000 2.195 -2.195 0.000 0.000 -8.450 0.000 -15.628 0.000 0.000 0.000 -1.676 2.898 -2.898 0.000 0.000 -8.450 0.000 -15.628 0.000 0.000 0.000 -1.676 2.898 -2.898 0.000 0.000 7.153 0.000 -15.628 0.000 0.000 0.000 1.418 2.898 -2.898 0.000 0.000 7.153 0.000 -15.628 0.000 0.000 0.000 1.418 2.898 -2.898 0.000 0.000 1.953 0.000 2.586 0.000 0.000 0.000 0.387 0.480 -0.480 0.000 0.000 1.953 0.000 2.586 0.000 0.000 0.000 0.387 0.480 -0.480 0.000 0.000 1.953 0.000 2.586 0.000 0.000 0.000 0.387 0.480 -0.480 0.000 0.000 1 •. 953 0.000 2.586 0.000 0.000 0.000 0.387 0.480 -0.480 0.000 0.000 -3.247 0.000 0.000 0.000 0.000 0.000 -0.644 0.000 0.000 0.000 0.000 -3.247 0.000 0.000 0.000 0.000 0.000 -0.644 0.000 0.000 SPACE SI'ATISI'ICS ISIS W16X40 7 JOINI'S 6 MEMBERS 0 PANEIB SUPEORr CASE 1 1 IOAD alIDITICNS 1 IDAD alIDITICNS PER PASS 0 Nl'ABLE 1 IOAD a:MBINATIONS 0 JOIN!' EQUILIBRIUM CHECK 3 DIMENSICNS 1 PI.OIS 42 DEGREES OF FREEIXM 363 Sl'IFFNESS CDEFFICIENI'S 8 AVERAGE BANI:MIDIH 12 MAXIMlM BANI:MIDIH 82 AVERAGE OF ~ 2 :ERECISION 97000 IKORE 0 EX'ffiA CDRE 1 R.JN SI'.A'IUS (N30} 4SEXJ:l'IDS 3 PAGES 8/13/1993 ·,, .. • '.I''. ENG/NEERING ANALYSIS & . ' . DESIGN STRUCTURAL DESIGN CONSULTANTS . ' 10 J. ~- PROJECT NAME .. } .... ~ .. 1 ......... · ... · · · :z~::r:i::.~re~-.-.-::1.HitffJs.:: .. SHEET. ................... OF..................... ·· ~ I ENG/NEERING ANALYSIS & DESIGN STRUCTURAL DESIGN CONSULTANTS · ~0~0 . PROJECT NAME .. :1:.: ····fr·············· PROJECT NUfWBfR ..... ?JJ.~.~O"-\fo.···· PREPARER ..... fS,\, ...... DA TE ... U/ .. 1:?.. SHEET. ........•......... OF. ................... . / I ·J; ' ,, . l ! ~ I I I · 11 I 11 1· ' 11 ENG/NEERING ANALYS/$ & DESIGN , . STRUCTURAL DESIGN CONSULTANTS ' i9J'? PROJECT NAME ...... c?f ··n················ PROJECT NUf'll4ER ..... ~~~v.~ CMf~·~ •.• PREPARER ..... ~.• .. • ....... DATE ... V.f ....... . SHEET. .................. OF .................... . DATA ISIS W14X30 X 1 1 0 1 29.0E6 11.6E6 JOINTS 1 FT o. o. o. 2 o. 4. o. 3 o. 8. o. 4 o. 12. o. 5 o. 16. o. 6 o. 20. o. 7 o. 24. o. MEMBERS 1 2 3 W14X30 2 2 3 3 W14X30 2 3 4 3 W14X30 2 4 5 3 W14X30 2 5 6 3 Wl4X30 2 6 7 3 W14X30 2 GRAPHICS 1.0 MJ ISIS W14X30 SUPPORTS 1 SP 3 zc 5 zc 7 XC 7 YM 7 zc -LOADS 1 4 TOTL FACTORED LOADS JOINT 5 zc -13 MEMBER 1 2 ZD -1.3 2 3 ZD -1.3 3 4 ZD -1.3 4 5 ZD -1.3 5 6 ZD -1.3 6 7 ZD -1.3 COMBINE D+L 1.0 TOTL JOINr N 1 2 3 4 5 6 7 MEMBER NAME 1 2 F-F Wl.4X30 2 3 F-F Wl.4X30 3 4 F-F Wl.4X30 4 5 F-F Wl.4X30 5 6 F-F Wl.4X30 6 7 F-F Wl.4X30 PAGE 1 * SPACE V -4/04/91 * <DPYRIGHI' (C) 1985-91 DIG:rrAL ANALYSIS <nNSULTANI'S, INC. 7460 GIRARD AVENUE IA JOIIA, CALIFORNIA 92037 ISIS W14X30 TYPE Cl C2 C3 JO:INI' X(FT) Y(FT) Z(FT) FT 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 4.000 0.000 2 0.000 4.000 0.000 0.000 8.000 0.000 3 0.000 8.000 0.000 0.000 12.000 0.000 4 0.000 12.000 0.000 0.000 16.000 0.000 5 0.000 16.000 0.000 0.000 20.000 0.000 6 0.000 20.000 0.000 0.000 24.000 0.000 7 0.000 24.000 0.000 LENGIH DEPllI DEPIH E G 'liiERW:, AXIS AREA I(N) J~tl) J INCHES L N PSI PSI <DEFF. ROrATIOO RL RN IN.(2) IN. (4) IN. (4) 48.00 6.73 13.84 2.900E+o7 1.160E+o7 0.00E-01 0.40 0.56 8.850E+o0 1.9600E+ol 2.9100E+o2 3.800E-0l 48.00 6.73 13.84 2.900E+-07 1.160E+o7 0.00E-01 0.40 0.56 8.850E+-O0 1.9600E+ol 2.9100E+o2 3.800E-0l 48.00 6.73 13.84 2.900E+-07 1.160E+o7 0.00E-01 0.40 0.56 8.850E+o0 1.9600E+o1 2.9100E+o2 3.800E-0l 48.00 6.73 13.84 2.900E+-07 1.160E+o7 0.00E-01 0.40 0.56 8.850E+-O0 1.9600E+o1 2.9100E+o2 3.800E-0l 48.00 6.73 13.84 2.900E+o7 1.160E+o7 0.00E-01 0.40 0.56 8.850E+o0 l.9600E+o1 2.9100E+o2 3.800E-0l 48.00 6.73 13.84 2.900E+o7 1.160E+o7 0.00E-01 0. 40 0. 56 8. 850E+o0 1. 9600E+ol 2-. 9100E+o2 3. 800E-0l PAGE 2 SUP.FORI' CASE 1 SUPfORI'S Ilf ro.JNOO/IlfaI OR INCH POUNDS/RADIAN JOlNI' TYPE MAGNI'IIDE JOINI' TYPE MAGNI'IUDE JOlNI' TYPE MAGNI'IUDE JOINr '!WE Ml\GNI'IUDE 1 7 SP l.OOOOE+20 YM 1.0000E+20 SUProRI' CASE 1 3 7 ZC 1.0000E+20 ZC l.OOOOE+20 CONDITIOO '.IDl'L mcroRED IOADS 5 ZC 1. OOOOE+20 O.OOOOE-01 7 XC 1. OOOOE+20 O.OOOOE-01 JOIN!' IDADS ]N FOOl' KIP UNITS JOlNI' TYPE ~E JOINI' TYPE MAGNI'IUDE JOlNI' TYPE MAGNI'IUDE JOINI' TYPE Ml\GNI'IUDE 5 · ZC -l.3000E+ol O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 SUPOORI' CASE 1 CONDITIOO '.IDl'L mcroRED IOADS MEMBER I.OAD$ ]N FT. KIP UNITS MEMBER 1 2 3 4 5 6 TYPE ZD ZD ZD Disr. A LOAD A 0.000 -1.3000E+o0 0.000 -l.3000E+o0 0.000 -1.3000E+o0 Disr. B LOAD B 0.000 -l.3000E+o0 . 0.000 -l.3000E+o0 0.000 -l.3000E+o0 SUPOORI' CASE 1 CONDITIOO '.IDl'L mcroRED IOADS JOINI' X D~OO Y DEFllCI'IOO Z DEFLECT'IOO rnaIES IlfCliES IlfaIES 1 O.OOOOE-01 O.OOOOE-01 -4.1848E-17 2 O.OOOOE-01 O.OOOOE-01 -1. 0321E-02 3 O.OOOOE-01 O.OOOOE-01 -1.1415E-16 4 O.OOOOE-01 O.OOOOE-01 -3.6689E-03 5 O.OOOOE-01 O.OOOOE-01 -2.4415E-16 6 O.OOOOE-01 O.OOOOE-01 -1.0321E-02 7 O.OOOOE-01 O.OOOOE-01 -4.1848E-17 MEMBER 2 3 4 5 6 7 TYPE ZD ZD ZD X rorATICN RADIANS -3.1104E-04 2.3614E-05 8.1098E-05 -l.5247E-18 -8.1098E-05 -2.3614E-05 3.1104E-04 orsr. A IOAD A orsr. B IOAD B 0.000 -1.3000E+o0 0.000 -l.3000E+o0 0.000 -1.3000E+o0 0.000 -l.3000E+o0 0.000 -l.3000E+o0 0.000 -l.3000E+o0 Y rorATIOO Z ro.mTICN RADIANS RADIANS O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 PAGE 3 SUPIORI' CASE 1 CONDITIOO 'IDIL FACIORED IOADS SUPPCRI'. RFACI'IOOS lN FOO!' KIP UNIT'S AXIS oorATIOO JOIN!' F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 0.000 0.000 4.185 0.000 0.000 0.000 3 0.000 0.000 11.415 0.000 0.000 0.000 5· 0.000 0.000 24.415 0.000 0.000 0.000 7 0.000 0.000 0.000 0.000 0.000 0.000 7 0.000 0.000 0.000 0.000 0.000 0.000 7 0.000 0.000 4.185 0.000 0.000 0.000 'lOl'AL APPLIED IDADS 0.000 0.000 -44.200 'lOl'AL REACflCNS 0.000 0.000 44.200 LINEAR I.DAD CllIBJNATIONS cnm. DtL = FACltR*CDID. + FACIOR*CDID. + FACltR*roID. + FACIOR*roID. + FAClt.R*COND. + FACIOR*COND. + FACltR*CllID. 1.000 'IDIL INI'ERNAL I.DAOO lN FOO!' KIP UNIT'S AND SIRESSES IN KIPS/~ INOI MEMBER CASE p VL VN MN ML T P/A VL/A VN/A TENSION cx::MfRESSICN 1 2 'IDIL 0.000 0.000 4.185 0.000 0.000 0.000 0.000 0.000 1.080 0.000 0.000 DtL 0.000 0.000 4.185 ·o.ooo 0.000 0.000 0.000 0.000 1.080 0.000 0.000 'IDIL 0.000 0.000 -1.015 0.000 6.339 0.000 0.000 0.000 -0.262 1.809 -1.809 DtL 0.000 0.000 -1.015 0.000 6.339 0.000 0.000 0.000 -0.262 1.809 -1.809 2 3 'lOI'L 0.000 0.000 -1.015 0.000 6.339 0.000 0~000 0.000 -0.262 1.809 -1.809 DtL 0.000 0.000 -1.015 0.000 6.339 0.000 0.000 0.000 -0.262 1.809 -1.809 'lOI'L 0.000 0.000 -6.215 0.000 -8.122 0.000 0.000 0.000 -1.604 2.318 -2.318 DtL 0.000 0.000 -6.215 0.000 -8.122 0.000 0.000 0.000 -1.604 2.318 -2.318 3 4 'lOI'L 0.000 0.000 5.200 0.000 -8.122 0.000 0.000 0.000 1.342 2.318 -2.318 DtL 0.000 0.000 5.200 0.000 -8.122 0.000 0.000 0.000 1.342 2.318 -2.318 'IDIL 0.000 0.000 0.000 0.000 2.278 0.000 0.000 0.000 0.000 0.650 -0.650 D+L 0.000 0.000 0.000 0.000 2.278 0.000 0.000 0.000 0.000 0.650 -0.650 4 5 'lOI'L 0.000 0.000 0.000 0.000 2.278 0.000 0.000 0.000 0.000 0.650 -0.650 DtL 0.000 0.000 0.000 0.000 2.278 0.000 0.000 0.000 0.000 0.650 -0.650 'lOI'L 0.000 0.000 -5.200 0.000 -8.122 0.000 0.000 0.000 -1.342 2.318 -2.318 DtL 0.000 0.000 -5.200 0.000 -8.122 0.000 0.000 0.000 -1.342 2.318 -2.318 PAGE 4 INI'ERNAL I.OAOO IN FOOi' KIP UNI'IS AND smESSES IN KIPS/S2{.JARE INCH MEMBER CASE p VL VN MN ML T P/A VL/A VN/A TENSIOO ~ICN 5 6 'IOIT... 0.000 0.000 6.215 0.000 -8.122 0.000 0.000 0.000 1.604 2.318 -2.318 D+L 0.000 0.000 6.215 0.000 -8.122 0.000 0.000 0.000 1.604 2.318 -2.318 'IOIT... 0.000 0.000 1.015 0.000 6.339 0.000 0.000 0.000 0.262 1.809 -1.809 D+L 0.000 0.000 1.015 0.000 6.339 0.000 0.000 0.000 0.262 1.809 -1.809 6 7 'IOIT... 0.000 0.000 1.015 0.000 6.339 0.000 0.000 0.000 0.262 1.809 -1.809 D+L 0.000 0.000 1.015 0.000 6.339 0.000 0.000 0.000 0.262 1.809 -1.809 'IOIT... 0.000 0.000 -4.185 0.000 0.000 0.000 0.000 0.000 -1.080 0.000 0.000 D+L 0.000 0.000 -4.185 0.000 0.000 0.000 0.000 0.000 -1.080 0.000 0.000 SPACE srATisrICS ISIS Wl.4X30 7 JOINI'S 6 MEMBERS 0 PANELS SUPPORI' CA.SE 1 1 IOAD <nIDITIOOS 1 10AD <nIDITIOOS PER PASS 0 NI'ABLE 1 10AD CDIBINATIOOS 0 JOJNI' EQUILIBRIUM ClIEO{ 3 DIMENSIOOS 1 PI.OI'S 42 DEGREES OF ffiEElXM 363 SI'IFFNESS COEFFICIENI'S 8 AVERAGE BMnmilH 12 MAXIMUM BMnmilH 82 AVERAGE OF 9J]ARES 2 ffiECISIOO 95500 IKORE 0 EXIRA ffiRE 1 R:lN SI'A'IUS (N30) 5SEXX>NDS 4 PAGES 8/13/1993 f, E IV6/N~ERING 'ANALYSIS & DESIGN STRUCTU~L DESIGN CONSULTANTS · . f01C) PROJECT NAME ....... t:Ji······,;,:;f ......... . PROJECT NUM{JEfl .... ~.l.~ ... trJa,····· PREPARER ...... .t\J, ..... DATE ... U/ .. 1.I. .. . SHEET. •................. OF .................... . E N6/NEERING ;4 NALYS/S & DESIGN STRUCTURAL DESIGN CONSULTANTS PROJECT NAME ... 1;;17. ............... . PROJECT NUMBEl;l •. :: ,r..2~.f'2. ~)~'? .. PREPARER •...... f'>.,.!, .... DATE ... v.(.1 ..... . SHEET. ......•..••....... OF ...............•..... (/i ~ ] I £ NG/NEERING ANALYSIS& I DESIGN . I STRUCTURAL DESIG~ CONSULTANTS I I 1 § rll,Ilt UJ «~ rll1UJiltJ-~ITJ 1 «~1tITJ«~ UJITJ1-~/ll1 Il «D N§ I Il?«Dilt I Il§Il§ • wn-n1~nt:001~ «~n~uYn1 n«~J-~ITJ§ I I I I I I I· I I INDEX 1-S 4--1 S 14-SO S 1 .;..44 45-52 ss 54-SS IE NG/NEERING ANALYSIS& IDESIGN 1S11lUC1VRAL DESIGN CONSULTANTS -1 PROJECT NAME •••. p..17~············· PROJECT NU.t:'Bf=R ..• i?J.L~ ........ rg)~~·· PREPARER ...... ali ...... DATE ... 'i . ~/. .. . SHEET.......... . ....•.• OF •...... Q... . ..... . 6 2 I I I I I I I I I I I I I I I I +---+-------~------++---~ L I s= J IE NG/NEERING ANALYSIS& IDESIGN f?I~ PROJECT NAME ..... 'tf.···7r~············ PROJECT NUl'ff f¥R ... /t:J. l~. . .. ~·f c;:J?; .. PREPARER .... /Jf:..,.l! ...... DATE ..... f .X/. .. . I S11lUCTURAL DESIGN CONSULTANTS SHEET. ....... iv. ........ OF .... t:;22 ........ . I fllttfl. J1J11 . 1 I JN117 0~ ~WE8 @¢Cc) Hl\'lfE; ~tl~1EJ 0!l[fp~1 w11H WD!1io0 1~ I ~<P-rN>Wr1U?liL-~LOo.f',-~1~~0N ~~ fl ~w I Vt1~ :?JK tr'~ ~~ f.fti !~I~ E,f <ti ~~~)( ~,1.~1<' L.~i<=t I I I I I I I I I- I I I I I I Title: s~~Ee: N er: Misc : Dsngr: Date:27-Apr-93 ------------------------------------------------------------------------SINGLE SPAN BEAM ANALYSIS Page I ---DESCRIPTION-;;NEW-4X16-SUPPORT-BEAM _________________________________ _ >> ---------SPAN LENGTHS-------------------GENERAL DATA--------- I CENTER SPAN = 24 ft FIXITY CODE----->>> 1 << LEFT CANTILEVER = ft l=Pin/Pin, 2=Fixf.Fix RIGHT CANTILEVER = ft 3=FixYPin, 4=PinlFix I: INERTIA = 1034 inA4 E: ELASTIC MODULUS= 1800000 psi I --:::;;-All-di;t;~~;;-;;f;;-t~i~JfDs~~~~t~-~;;-;:;-f~;-l;ft-~;~til;;;r • • • • • UNIFORM ••••••••• I I I I I I I I I I I I I I CENTER: . . • • . . . • . . . . . . . . . TRAPEZOIDAL ..•.•.......... ft #1 = 0.12 klf @ LEFT @ RIGHT X-LEFT X-RIGHT #2 = #1 = klf #3 = #2 = #4 = #3 = CANT.: LEFT RIGHT #4 = #1 = #5 = #2 = #6 = #3 = #7 = #4 = #8 = . • • . . . . . . . . . • . . . . . . • • . • . • . . CONCENTRATED ........................... . #1 = 0.825 k X = 21.5 ft # 8 = k X = ft #..2 = 1.5 X = 12 9 = X = #3 = 0.5 X = 2.5 10 = X = #..4 = X = 11 = X = .#5 = X = 12 = X = #..6 = X = 13 = X = #7 = X = 14 = X = MOMENTS .. #i.::: ........ ft.:.k .. @ •••••••• ft .. #5 ......... ff .:.]c ••••• • • • • • • ft I~ : I J~ #4 = @ #8 ---SUMMARY----------------------------------------------------------MOMENTS SHEARS . MAX. Span Mo~ent = 19.296 ft-k Left Support •••• @ Location = 12 ft Right Support = 2.723854 k = 2.981145 k MIN. Span Mo~ent = ft-k REACTIONS .... @ Location = ft Left Support = 2.723854 k Right Support = 2.981145 k I ~r~it ~~~~~~£ : if:~ MAXiMim-MoMENT-----:-19:2962s-tt-k ------------------------------MAXIMUM DEFLECTIONS Center Span, @ X = L~ft Cant., @ X = Right Cant., @ X = QUERY VALUES (Pos. = Up) 1~.048 ft --> Deflection --> Deflection --> Deflection Moment (ft-k) Shear {k) = -0.99150 in = = Def:J.ection (in) 1--------------------::~:---------~~~~~-jj--------~--i--:~iijiij_i __ l ----6-------------------------------~J = X NYdS H~J.N~~ i a ~d -----------------~ SISX'IYNY HY:3:8 ~nz ---------------------------------------------n~ds ~~~NIS d ---------------CG-~ V-Li:a~~a : .z.6usa -------------------------------- : os1w :~aqumN : adoos : ar:n:it aE_-NGINEERING ANALYSIS& IDESIGN 1S11ll/C1VRAL DESIGN CONSULTANTS I I I I I I I I I I I I I I 1· I f;l°J PROJECT NAME ..... t,r;,;.:'li r' _;; .••••.••.•••• PROJECT NU.f:'ER ... ~.'.J.':r..1. •• -A..tvi?··· PREPARER..... . .• ~ ...... DA TE ... '1. ....... . SHEET........... . ...... OF ...... :5.b ......... . --<;;) _, , • , . I I -=c l 19 , I > W\11sW 'ATA ' ISIS ROOF SCREEN 1 1 0 1 29000000 116000000 IOINiS FT o. 3 0. 5 LNT [ LEASES ABLE L3.5X3.5 FiERS3 2 3 I 4 3 RAPHICS 3.5 3 L3.5X3.52 3 L3.5X3.52 5 L3.5X3.52 1 SP rPORTS OADS o. 4 3.5 2 SP 1.0 o. 4 1 4 TOTL UNFACTORED 1.0DL + 1.0LL ,EMB~R 3 IOMBINE D+L I I I I I I I I I I 3 4 YD YD 1.0 TOTL -.176 -.176 2 4 o. o. 1.69 2.01 MJ ISIS ROOF SCREEN 4 4 o. 6 ------------------- 'IYPE 5 JOINr N 1 2 3 4 END A END B INr NAME ISIS ROOF ~ TY.PE Cl FT ·o.ooo 0.000 0.000 0.000 'IYPE ENDA PAGE 1 * SPACEV -4/04/91 * CX>PmrGII' (C) 1985-91 DIGITAL ANALYSIS CXNStllirANIS, me. 7460 GIRARD AVENUE IA JOIIA, G\LIFORNIA 92037 C'2 C3 JOINr 0.000 0.000 1 4.000 0.000 2 4.000 4.000 3 4.000 . 6.000 4 MEM3ER ~ '1.YPES END B TY.PE END A END B ~ X(FT) Y(FT) 0.000 0.000 0.000 4.000 0.000 4.000 0.000 4.000 END A END B TABLE OF MEMBER FK)PERl'.LES UNITS ARE INCHES DEPIH WIDIH R(D) R(W) ARE'A I(X-X) I(Y-Y) Z(FT) 0.000 0.000 4.000 6.000 TY.PE ENDA J L'.3.5X3.5 3.500 3.500 0.000 0.000 1.6900E+Q0 2.0l0OE+o0 0.OO00E-01 O.0000E-01 I..a«ml DEPIH DEPIH E G 'IHER1AI, AX[S ARE1\. END B J MEMBER NAME INCHES L N PSI PSI CX>EFF. ROmTI~ RL m lN. (2) J~~) J~tl) IN. (4) 1 2 4 3 F-F I.J.5X3.5 67.88 3 F-F L'.3.5X3.5 48.00 3 5 I.3.5X3.5 24.00 3.50 3.50 3.50 3.50 2.900E+o7 1.160E+o8 O.00E-01 3.50 2.900E+o7 1.160E+o8 0.00E-01 3.50 2.900E+07 1.160E+o8 0.0OE-01 0.00 0.00 1.690E+o0 0.0000E-01 2.0lO0E+O0 0.000E-01 0.00 0.00 1.690E+o0 0.0000E-01 2.0lO0E+o0 0.000E-01 0.00 0.00 1.690E+o0 0.0000E-01 2.0l00E+o0 0.000E-01 ~ -------------------PAGE 2 SUPl<R1.S IN PC:XJNOO/INCH CR 1NCH PCmCG/RADIAN JOINr 'IYPE MAGn'IU)E &1JPPCRr CASE 1 JOINr TYPE MAGNl'IIDE 1.0000E+20 JOINr 'IYPE MAGNI'IUDE O.OOOOE-01 JOINr TYPE MAGNl'IU)E O.OOOOE-01 1 SP 1. OOOOE+20 2 SP SUPJ:aU CASE 1 crtIDITICN 'lUl'L UNF1\CIORED 1. om, + ·1. OIL MEMBER I.ON:S IN Fl'. KIP mITS MEMBER ~ orsr. A ION) A DIS!'. B ION) B 0.000 -l.7600E-Ol MEMBER 'IYPE DISr. A IaID A DISr. B IaID B 0.000 -l.7600E-Ol 2 3 YD 0.000 -l.7600E-Ol 3 4 YD 0.000 -l.7600E-Ol 'IHE ~ IS msrABIE AT 'IHE FOI.IJ:MlN'.; JOINrS Fm 'lHE 'lYPES OF taa; 9IHf JOIN!' TYPE JOINI' T'llPE JOlNI' T!lPE JOINI' TYPE JOINI' T!lPE 3 YM JOINI1 ~ 3 ZM JOINI1 TiPE 1 YM JOINI' T'llPE JOINI' ~ JOINI' 'IYPE 4 XC 2 YM 2 ZM 3 XC SOP.EORr CASE 1 crtmlTirn 'l01L UNF1\CIORED 1.om, + 1.0IL JOINI' X DEFUCl'IW Y DEF.m:!r!CN Z DEFI..BJ.r.ICN X RlrATICN 1 2 3 4 INCHES O.OOOOE-01 O.OOOOE-ol O.OOOOE-ol O.OOOOE-ol SUPKRr CASE 1 AXIS ROI'ATICN JOINr 1 2 'IOrAL APPI.iIED IOAOO 'IOrAL REACI'ICNS INCHES -7.9U7E-18 -2.6473E-18 -2.9686E-03 -1.4689E-02 INCHES RADIANS -7.9200E-18 7.9200E-18 7.7568E-Q4 7.7568E-04 3.2185E-05 6.4684E-o4 5.2646E-05 crtIDITICN 'lUl'L ....._....,UNF1CIORED..... 1. om, + 1. OIL SUPRR1: ~CNS IN FOO!' KIP UNITS F(X) 0.000 0.000 0.000 0.000 F(Y) 0.791 0.265 -1.056 1.056 F(Z) 0.792 -0.792 0.000 0.000 1 ZM Y mrATICN RADIANS O.OOOOE-01 O.OOOOE-ol O.OOOOE-01 M(X) 0.000 0.000 M(Y) 0.000 0.000 Z R:IIM'ICN .RADIANS O.OOOOE-01 O.OOOOE-01 O.OOOOE-01 M(Z) 0.000 0.000 " -------------------PAGE 3 LINFAR ION) CX:M3lNATIOOS ~-= ~-+ F71.CroR*cnID. + F2\CICRkCX:tID. + ~-+ FACRR*CXJID. + FACIOR*CD1D. + EACKR*CX:tID. D+L 1. 000 'lUI'L 1NimNAL ~ IN FOOi' KIP tlNl'IS AND SIRES.SES IN KIPS/~ INCH MEMBER CASE p VL 'VN MN ML T P/A VL/A 'VN/A TENSICE ~CN 1 3 'lUI'L -1.120 0.000 0.001 0.000 0.000 0.000 -0.662 0.000 0.000 0.000 -0.662 D+L -1.120· 0.000 0.001 0.000 0.000 0.000 -0.662 0.000 0.000 0.000 -0.662 'lUI'L -1.120 0.000 0.001 0.000 0.003 0.000 -0.662 0.000 0.000 0.000 -0.693 D+L -1.120 0.000 0.001 0.000 0.003 0.000 -0.662 0.000 0.000 0.000 -0 •. 693 2 3 'lUI'L 0.792 0.000 -0.265 0.000 0.000 0.000 0.469 0.000 -0.157 0.469 0.000 D+L 0.792 0.000 -0.265 0.000 0.000 0.000 0.469 0.000 -0.157 0.469 0.000 'lUI'L 0.792 0.000 0.439 0.000 0.349 0.000 0.469 0.000 0.260 4.116 -3.178 D+L 0.792 0.000 0.439 0.000 0.349 0.000 0.469 0.000 0.260 4.116 -3.178 4 3'lUI'L 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 D+L 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 'lUI'L 0.000 0.000 0.352 0.000 0.352 0.000 0.000 0.000 0.208 3.678 -3.678 D+L 0.000 0.000 0.352 0.000 0.352 0.000 0.000 0.000 0.208 3.678 -3.678 CJ ------------------- SPACE SI'ATISI'ICS ISIS RX>F SCREEN 4 JOmI'S 3 MEMBERS 0 PANE[S. SJPRm CASE 1 1 IOAD cnIDITI~ 1 IOAD cnIDITI~ P.ER PM3S lNrABIE 1 IOAD <nmINATI~ o JOIN!'~ annc 3 DIMENSICH; 1 PIOl'S 21 DEGREES OF FREl!IX.'1 177 Sl'IFFNESS <X>Ei:F'll.!IENl'S 8 AVP:IW;E BAN[JqlOllI 15 1'I\XIltlM BANtlfIDIH 85 AVP:IW;E OF fQlARES 2 :ERECISlat 72000 ll<Clm OE>aRAttm: 1 KN SOOUS (ND} 7 SEm,JOS 3 PAGES 4/8/1993 ~ aE NG/NEERING ANALYSIS& IDESIGN lsmUC1VRAL DESIGN CONSULTANTS I I I I I I I I I I I I 1· I I I PROJECT NAME ...• ~.H£l7 ................ . . ~ 0 PROJECT NU.i:1/JER .... ~. ······J;h.······ PREPARER.... ..~L ...... DATE.::;rJ'2 •.• SHEET. .•..... ~ ....... OF .... 'S.?. .......... . f. NG/NEERING ~ NALYSIS & IDESIGN PROJECT NAME ... iff !:ll!'-':··········· PROJECT NU,,,.,Efl ... /.~Ak-wl..:Jfcr~··· PREPARER .... /:1.,J1-...... DATE.::Q./.rl. .. . '11lUC1VRAL DESIGN CONSULTANTS SHEET. ......... /.'Q ..... OF ........ ~ ...... . I I I I I I I I I I I I 1· I I I iJef UCii:l:NO/JTD MG D/lftCIICN ?}Clft:£.N fb.{.7/l2x!0-.nM0 )/af fb ,, ().j?Jft /; {;!tL !tr)_ /fb ,,,/ox bx112.rMXJvM'D) 'fl NtT lbf/11 ~t1,i0-0.l-5-=0lJ,A /;?. = t<~~/5/4=~'7 of. dJt rtJ ·/,jf :#~!fU!Js ' J1/Df>T D//ftCT/o;/ J!/;_ J/?-T teRM." l;J;Z./fT) /<>_~,J i:0.~fl /\ (II; I M~o.610xtJ/f-an11-1. ,1 !Ill 1 ~10 LJt: 12. \ k Jtl/1/!fflo 1/>_~flxb"' 1~/' , :A~/J,1()9:J~?Jj//( t(jj{/;r( ~ Wolh~ 1a2/U 1~'' aE NG/NEERING .,4 NALYSIS & IOESIGN lsmucTURAL DESIGN CONSULTANTS I I I I I I I I I I I I I I I. I PROJECT NAME •. .11::l?r::r ............ . PROJECT NU~fR.,Cjf.)J..V. ..... it~··· .. . PREPARER...... ..L ...... DA TE ... '1i. J?2 ... . SHEET .•...... ~'ff. ..... OF.......... . ..•.•. 9E' NG/NEERING tNALYS/S&. 'DESIGN ls11lUC1VRAL DESIGN CONSULTANTS I I I I I I I I I I I I I I I I PROJECT NAME •.. b1?i,t? ............ .. PROJECT NUl}IIBER •... (..l'k. ••.•• 1tq······ PREPARER .•..• ,h.,.l... ..•... DATE •. ':1 ./2 .... SHEET.. . . . • . . . . 5 ..... OF •••.•.•• ~ •.•.... -~-_, -p ~ I a£ NG/NEERING ANALYSIS & IOESIGN • 11lUC1VRAL DESIGN CONSULTANTS I f'1WNJ10t> CdJ1D I °'r ret1v 1-~~)<~ f'Ot ~ I .. ( l'b 0><4) )(r;.,,, '0/a, ... i ~ I h,. i /wfo)/v .. Iv ~ I F~ ~ 1v:; J<';~ =-ti1 ~L - ~ II 11 I Ii I D rt/?f1 )( vi ito-4 lfal I ~/1 ~ i;a·1~r'1.t? ~r; fU\fE; I rM"~ :: lt>r-> I (\, ,, /ll llt>fa;_f) ~ }'>JI(). .. 1 ~ I fb" i r hri!/v # Ii ~ I ft?~ ~ v.7 "'~~ .{l1 rri ~ f 11 11 I b rt:, 91 ~1 )(6-4 lflt I 0 r )tr"'· r;. I I I PROJECT NAME .... .gn ................ . PROJtECT NU(vf flER ... {: Jlf. ~ .. ·;t~· .. . PREPARER .... t-... lt. ....... DATE . .'::Ji ....•... SHEET. ........ )~ .... ~OF ....... ~. . ...... ~ + r-, I I L---l u t + tt I -t-+ =- ,, IE NG/NEERING ANALYSIS& IOES/GN lsmUC1VRAL DESIGN CONSULrANTS I I I I I I I I I I I I I I I I PROJECT NAME .. !:?. ~fl:r:,·············· PROJECT NU~ER. ~=}. J~ ...... ·qf~ .. . PREPARER ... J • • ••••••• DATE ....... [{ ..•. sHEEr... . • . . . . • . ..••.. oF ...•... Bo ....... . r 'O .. o IE NG/NEERING ANALYSIS& IOESIGN 1S11lUC1VRAL DESIGN CONSULTANTS I I I I I I I I I I I I I I I I ' PROJECT NAME .. f.'JJ1-r:;,·············· PROJECT NU.l'BtR ... ~: Jl ..... ·i~,j.:.··· PREPARER ... : ...• l, ....... DA TE ...... L:.I. ••• SHEET..... . . . . . ~ ..... OF ....... ?. . ..... ~. IE NG/NEERING ANALYSIS& IDESIGN lsmUC1VRAL DESIGN CONSULTANTS I I I I I I I I- I I I I I I I I I I ,!\ - PROJECT NAME •.. b.l~7r·········--····· PROJECT NtJ..A11:R ••. ~?.7.µ,.f1..h~~······ PREPARER ••. f::1 , •••••••• DA TE.::1,i :i2 .. . SHEET ...... ~ .. /. ....... OF ....... S. . ...... . I 1/L{~ { I I - I I -c:::': 11 C: ,, I ii 100 IE NG/NEERING ~NALYS/S& DESIGN ls11lUC1VRAL DESIGN CONSULTANTS I I I I I I I I I I I I I I I I (?J ~~(~})i<io1r-n .. ~'J.llr r1 ~ r~r-rr~~ ,~~~,ta~.11-,')ltJ~ [;~111--61 flJM)Wtt!b =(11/-, ,, 11 I -LfJb 1=J 1 ]l11' r1 Ck i~f:; ti -tJ ~ ~t ~"'1 U)("? n ~tfl.½~ II II I 11 t> -'a ~!J)(D-4 lA ~ ~1H~~o~V90b@ ~roJr ~tr~ l~\f;l./1?) PROJECT NAME ..... ~Q{l·~············ PROJECT NU,lfR .... .(?1 ······j-~q~··· PREPARER...... . . h ...... DA TE. ::t/.. J.. •.••. SHEET.......... .Q. .... OF ...... 'F:;). . .•..••• -c _, I I a£ NG/NEERING ANALYSIS& .loESIGN • 11lUC1VRAL DESIGN CONSULTANTS I I I I ·1 I I I I I I I I I I I PROJECT NAME .•• ~f."'. fl· •••• •••••••••••· PROJECT NU.]'BfR •.• :1?JJJl:1 i~·-·· PREPARER .....•. .1JJ •••••• DA TE .. f1 .J~ ... . SHEET......... /. ..... OF........ . . . ...... . I ,1 -o I I Title: s~~ge: N er: Misc : (}/l,, Dsngr: Date:06-Apr-93 ------------------------------------------------------------------------SINGLE SPAN. BEAM ANALYSIS Page I ------------------------------------------------------------------------DESCRIPTION >>EXISTING W24X68 I I I I I I I I I I I I I I I I >> ---------SPAN LENGTHS-------------------GENERAL DATA---------CENTER SPAN = 33 ft FIXITY CODE----->>> 1 << LEFT CANTILEVER = ft RIGHT CANTILEVER = ft l=Pin/Pin, 2=Fix/Fix 3=Fix/Pin, 4=Pin/Fix . I: INERTIA = 1830 inA4 E: ELASTIC MODULUS =29000000 psi ----------------------------APPLIED LOADS------------------------------->> All distances refer to left support, use'-' for left cantilever • • • • • UNIFORM ••••••••• CENTER: • • . • • • • • • • . • • • . • • TRAPEZOIDAL •••..•..•.••••. #1 = klf @ LEFT @ RIGHT X-LEFT X-RIGHT #2 = #1 = 1.57 1.57 klf 14 ft #3 = #2 = 1.91 1.91 14 33 #4 = #3 = CANT.: LEFT RIGHT #4 = #1 = #5 = #2 = #6 = #3 = #7 = #4 = #8 = • • • • • • • • • • • • • • • • • • • • • • • • • • CONCENTRA.TED #1 = 1.62 k X = 14 ft # 8 #2 = X = 9 #3 = X = 10 #4 = X = 11 #5 = X = 12 #6 = X = 13 #7 = X = 14 .. ~ ........ k .. X.; ......... ft = X = = X = = X = = X = = X = = X = MOMENTS .. #i.::: ........ ft:Jc .. @ •••••••• ft .. #.5 ......... ft.:k ........... ft #2 = @ #6 #3 = @ #7 #4 = @ #8 ---SUMMARY----------------------------------------------------------MOMENTS SHEARS MAX. Span Mo~ent = 254.70 ft-k Left Support .... @ Location = 16.698 ft Right Support = 28.69742 k = 31.19257 k MIN. Span Mo~ent = -0.000 ft-k REACTIONS ..•• @ Location = 33 ft Left Support = 28.69742 k Right Support = 31.19257 k @ Left Support = @ Right Support = MAXIMUM DEFLECTIONS Center Span, @ X = L~ft Cant., @ X = Right Cant., @ X = QUERY VALUES ft-k ------------------------------ft-k MAXIMUM MOMENT = 254.7050 ft-k ------------------------------(Pos. = Up) 16.566 ft --> Deflection --> Deflection --> Deflection Moment (ft-k) Shear (k) = -0.93357 in = Deflection (in) aE NG/NEERING ANALYSIS& IOESIGN l5muc1VRAL DESIGN CONSULTANTS I I I I I I I I I I I I I I I I PROJECT NAME ••.. tfl-0 ............. . PROJECT NU.l}R ... J.'.4Y. ...... Jtt~~··· PREPARER ....... 1.~ ••••• DATE ... '1 .1 •••••• SHEET ........ a. . ...... OF ...... O.:) ......... . I I Title: s~~Ee: N er: Misc : Dsngr: Date:06-Apr-93 ------------------------------------------------------------------------SINGLE SPAN BEAM ANALYSIS Page I ------------------------------------------------------------------------DESCRIPTION >>EXISTING W24X68 WITH DOUBLE CATILEVER >> I I I I I I I I I I I I I 1: I I ---------SPAN LENGTHS-------------------GENERAL DATA---------CENTER SPAN = 36 ft FIXITY CODE----->>> 1 << LEFT CANTILEVER = 6 ft RIGHT CANTILEVER = 6 ft l=Pin/.Pin, 2=Fix/.Fix 3=Fix/Pin, 4=Pin/Fix . I: INERTIA = 1830 in~4 E: ELASTIC MODULUS =29000000 psi ----------------------------APPLIED LOADS------------------------------->> All distances refer to left support, use,_, for left cantilever • • • • • tJNIFORM ••••••••• CENTER: . . • • • • . . • • . . . • • • • TRAPEZOIDAL .•....•••..••.. #1 = 1.25 klf @ LEFT @ RIGHT X-LEFT X-RIGHT #2 = #1 = klf ft #3 = #2 = #4 = #3 = CANT.: LEFT RIGHT #4 = #1 = 1.91 1.91 #5 = #2 = #6 = #3 = #7 = #4 = #8 = • • • • • • • • • • • • • • • • • • • • • • • • • • CONCENTRATED •••••••••••••••••••••••••••• #1 = 31.2 k X = -6 ft # 8 = k X = ft #2 = 23 X = 42 9 = X = #3 = X = 10 = X = #4 = X = 11 = X = #5 = X = 12 = X = #6 = X = 13 = X = #7 = X = 14 = X = MOMENTS .. #i.::: ........ ft.:.k .. @ •••••••• ft .. #5 ......... ft.:Jc ........... ft i~: I I~ #4 ~ @ #8 ---SUMMARY----------------------------------------------------------MOMENTS SHEARS MAX. Span Moment= 6.2661 ft-k Left Support = 42.47516 k •..• @ Location = 19.053 ft Right Support = 34.27809 k MIN. Span Moment= -221.5 ft-k REACTIONS .•.• @ Location = ft Left Support = 66.52666 k Right Support = 55.59333 k @ Left Support = -221.5 ft-k ------------------------------@ Right Support = -172.3 ft-k MAXIMUM MOMENT = 221.58 ft-k MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, @ X = 10.819 ft --> Deflection Left Cant., @ X = -6 --> Deflection Right Cant., @ X = 42 --> Deflection QUERY VALUES Moment (ft-k) Shear (k) = 0.163551 in = -0.33021 = -0.25138 Deflection (in) . I Title: s~~Ee: N er: Misc : I ------------------------------------~~~2:_: _______________ ~~!=:~~=~~:::: I I I I I I I I I I I I I I I I I SINGLE SPAN BEAM ANALYSIS Page DESCRIPTION >>EXISTING W24X68 WITH DOUBLE CATILEVER >> ---------SPAN LENGTHS-------------------GENERAL DATA---------CENTER SPAN = 36 ft LEFT CANTILEVER = 6 ft FIXITY COD~----->>> 1 << l=Pinf.Pin, 2=Fixf.Fix 3=FixYPin, 4=Pin/Fix RIGHT CANTILEVER = 6 ft I: INERTIA = .1830 inA4 E: ELASTIC MODULUS =29000000 psi ----------------------------APPLIED LOADS------------------------------->> All distances refer to left support, use'-' for left cantilever • • • • • UN'IFORM ••••••••• CENTER: • . . . . • • . • • . . . • • • • TRAPEZOIDAL ....•.......... #1 = 1.91 klf @ LEFT @ RIGHT X-LEFT X-RIGHT #2 = #1 = klf ft #3 = #2 = #4 = #3 = CANT.: LEFT RIGHT #4 = #1 = 1.25 1.25 #5 = #2 = #6 = #3 = #7 = #4 = #8 = . • • • • . . • • • . • . . . . • • . • . • . . • . CONCENTRATED ......•.......•.•........... #1 = 20.44 k X = -6 ft # 8 = k X = ft #2 = 15.1 X = 42 9 = X = #3 = X = 10 = X = #4 = X = 11 = X = #5 = X = 12 = X = #6 = X = 13 = X = #7 = X = 14 = X = MOMENTS .. #i.::: ........ ff :Jc .. @ •••••••• ft .. #5 ......... ft:k ........... ft #2 = @ #6 #3 = @ #7 #4 = @ #8 ---SUMMARY----------------------------------------------------------MOMENTS SHEARS MAX. Span Mo~ent = 180.50 ft-k Left Support ..•. @ Location = 18.478 ft Right Support = = 35.27 k 33.49 k MIN. Span Mo~ent = -145.1 ft-k REACTIONS •..• @ Location = ft L~ft Support = 63.21 k Right Support = 56.09 k @ Left Support = -145.1 ft-k ------------------------------@ Right Support = ~113.1 ft-k MAXIMUM MOMENT = 180.5072 ft-k ------------------------------MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, @ X = 18.287 ft --> Deflection L~ft Cant., @ X = -6 --> Deflection Right cant., @ X = 42 --> Deflection QUERY VALUES Moment Shear (ft-k) (k) = -0.67922 in = 0.198783 = 0.248391 Deflection (in) IE NG/NEERING ANALYSIS& IDESIGN lsmucTURAL DESIGN CONSULTANTS I 1· I I I I I I I I I I I I I I PROJECT NAME----~~------------------ PROJECT NUAffR--:~~l{f?. ___ "f/1.5.---:zr::-~~~---?¥) _ ~::: o:.~-~~6g:: ___ :::: ' r.li I I I I I I I ,, I I I I I' I I I I I I I Title: sg~ge: N er: Misc : Dsngr: Date:06-Apr-93 ------------------------------------------------------------------------SINGLE SPAN BEAM ANALYSIS Page DESCRIPTION >>EXISTING W24X55 WITH DOUBLE CANTILEVER >> ---------SPAN LENGTHS-------------------GENERAL DATA---------CENTER SPAN = 36 ft FIXITY CODE----->>> 1 << LEFT CANTILEVER = 6 ft l=Pinf.Pin, 2=Fixf.Fix RIGHT CANTILEVER = 6 ft 3=Fix,Pin, 4=Pin/Fix I: INERTIA = 1350 inA4 E: ELASTIC MODULUS =29000000 psi ----------------------------APPLIED LOADS------------------------------->> All distances refer to left support, use,_, for left cantilever • • • • • UN'IFORM • • • • • • • • • _ CENTER: • • • • • • • • • • • • • . • • • T.RAPEZOIDAL ••••••••••••••. #1 =· klf @ LEFT @ RIGHT X-LEFT X-RIGHT #2 = #1 = 1.25 1.25 klf 20 ft #3 = #2 = 0.34 0.34 20 28 #4 = #3 = 1.25 1.25 28 36 CANT.: LEFT RIGHT #4 = #1 = 1.91 1.91 #5 = #2 = #6 = #3 = #7 = #4 = #8 = • • • • • • • • • • • • • • • • • . • • • . • • • • CONCENTRATED ••••..•.•••••••••••••••••••• #1 = 11.5 k X = -6 ft # 8 = k X = ft #2 = 28 X = 42 9 = X = #3 = 1.4 X = 28 10 = X = #4 = X = 11 = X = #5 = X = 12 = X = #6 = X = 13 = X = #1 = X = 14 = X = MOMENTS .. #i.::: ........ ft.:.k .. @ •••••••• ft .. #5 ......... ft.:.k ........... ft #2 = @ #6 #3 = @ #7 #4 = @ #8 ---SUMMARY----------------------------------------------------------MOMENTS SHEARS MAX. Span Moment= 21.008 ft-k Left Support = 22.77516 k •••• @ Location = 14.074 ft Right Support = 39.27809 k MIN. Span Moment= -202.3 ft-k REACTIONS . •..• @ Location = 36 ft L~ft Support = 40.59444 k Right Support = 60.94555 k @ Left Support @ Right Support = -103.3 ft-k ------------------------------= -202.3 ft-k MAXIMUM MOMENT = 202.3806 ft-k MAXIMUM DEFLECTIONS Center Span, '@ X = L~ft Cant., @ X = Right Cant., @ X = QUERY VALUES (Pos. = Up) 27.095 ft --> Deflection -6 --> Deflection 42 --> Deflection Moment (ft-k) Shear (k) = 0.173519 in = -0.16088 = -0.39093 Deflection (in) I I I I I I I I I I I I I I I I 1, I. I Ti.tlo I lmri B~;r I D&t•101-.Apr-tl ------------------------------------------------------------------------. SINGLE SPAN BBAK ANALYSIS Page -----------------------------------------------------------------------~ LEFT CAN':P> X = ft ....• t DE,CRENTEBNSBABXISTING W24X55fWITH-DQe8~E-CllTl~£e'ER ---R*~MTsPANTLEN~THS -------~~-~ .... --------GENERAL DATA---------eENTEft-SPM----------=----~e-ft------F~X~TY-eo~~------~~~-------~--~~-LEFT CANTILEVER = 6 ft l=Pin/Pin, 2=Fix/Fix RIGHT CANTILEVER = 6 ft 3=FixYPin, 4=Pin/Fix I: INERTIA = 1350 inA4 E: ELASTIC MODULUS =29000000 psi ----------------------------APPLIED LOADS------------------------------->> All distances refer to left support, use 1 -1 for left cantilever • • • • • UNIFORM • • • • • • • • • . CENTER: • • • • • • • • • • • • • • • • • TRAPEZOIDAL ........•••.... #1 = klf @ LEFT @ RIGHT X-LEFT X-RIGHT #2 = ~21 = 1.91 1.91 klf 20 ft #3 = r = 0.52 0.52 20 28 #4 = #.3 = 1.91 1.91 28 36 CANT.: LEFT RIGHT #4 = 11 = 1.a5 1.25 #5 = #2 = #6 = #3 = #.7 = #4 = #8 = • • • • • • • • • • • • • • • • • • • • • • • • • • CONCENTAATED •••••••••••••••••••••••••••• #1 = 7.53 k X = -6 ft # 8 = k X = ft #2 = 18.3 X = 42 9 = X = #3 = 2.14 X = 28 10 = X = #4 = X = 11 = X = #5 = X = 12 = X = #6 = X = 13 = X = #7 = X = 14 = X = MOMENTS .. #i. === ........ ft.:.Jc .• @ •••••••• ft .. #5 ......... ft.:..Jc •. • •..•.•••• ft #2 = @ #6 #3 = @ #7 #4 = @ #8 ---SUMMARY----------------------------------------------------------MOMENTS SHEARS MAX. Span Moment= 157.88 ft-k Left Support .... @ Location = 15.414 ft Right Support = 29.35388 k = 30.42611 k MIN. Span Moment= -132.3 ft-k REACTIONS .... @ Location = 36 ft Left Support 44.38388 k Right Support -56.22611 k I ~r~~t ~~EEg~f : :tJ2~~ ft:~ MAXIMUM-MOMENT-----:-157~sio9-ft-k MAXIMUM DEFLECTIONS (Pos. Center Span, @ X .= 1~.851 L~ft Cant., @ X = -6 Right Cant., @ X = 42 QUERY VALUES ------------------------------= Up) ft --> Deflection --> Deflection --> Deflection Moment Shear (ft-k) (k) = -0.79192 in = 0.365419 = 0.196832 Deflection (in) IE NG/NEERING ANALYSIS& IOESIGN 1smuc1VRAL DESIGN CONSULTANTS Y]r;ZZ~W1WV U>011D (CJ) ~ ~1,. P]v? 0r~0~~4~d1 Wt•tJ1iil\. ... 1414 rr,r Pf~'~ r~(iti~~ !2r~ ~t.; lb) ~Ml'rJF:J Vt7~ ,;;r.1 h Hr,~ rwso ~ 2t&~t&cm~1°tf; ~" rJis~OO >' 1/llfl "~1 lft ~~ •,041,. Iii, y.t)M '"nof, ~v~.o41-;. I~ -. VJ ::: I r r-1 .. ' V) ,J) t JJi. V],,J?) ~II t1-,,. ~1)'")~ ,fJh PROJECT NAME .. .lifl~,,r~·············· PROJECT NUty/BpR.;.f~l~;./. .... ),;/atj:.,····· PREPARER ..... ~ . .L ....... DATE .. ':LFJ~I. ... . SHEET. ...... a.1 ....... OF ...... ef::;) ........ . I I I I I· I. I I I I I I I I I I ~V(N)~ r'1l-4 1 --1:JJ~ ~.,. Mrot ,r:, ~-.7)~ I: I Ir . :rir,~ n,. ,~ IE NG/NEERING tNALYSIS& 'DESIGN LmucTURAL DESIGN CONSULTANTS PROJECT NAME ..... f? I'rri::;,· ........... . PROJECT NUl,/IB~R .. ~.fi.v. ...... t~ ~··· PREPARER ... J',}········DATE . .':J, .. L:~ .. . SHEET ......... :J ........ OF ....... ~. . ..... . l I I I I I I I I I I I I I 1, I I . cµ) ColA~W 4 f}D F'Pt tfa{c,J1 I I I ~ 0_6o,o:-M Hh -w F? ,~v.W, tt> . . ~ iJ 00 ~~11 1Ht'l W/ 4 ~~ ~W.Ebf ENG/NEERING IA NALYSIS & f}ESIGN STRUCTURAL DESIGN CONSULTANTS I . Pltit'21'-01ND Lt1>-1Ef-iN.-: I I I I I I I I I I I I I I I I l<0f? P,ROJECT NAME .... ~0 .............. . PROJECT NUJIIBfR .• ~:.4r ....... -J,·b~·-- . PREPARER ... :15,.,Ji ...... DATE .. "J..r.tJ ... . SHEET.: ....•• : .J ••••••• OF ...... 5"~ ........ . f_ NG/NEERING ANALYSIS& loESIGN. t111uc1VRA~-DESIGN CONSULTANTS- I I I I I I I I I I I I I I I I f7f7 PROJECT NAME·····vr.··~n·r;;,············· PROJECT NUJVIBFR ...• l"Jli:-.t',L .. ·Jct~. PREPARER .... _,t-1-rl, •.••••• DATE ... ~ ... l:1'1 •• SHEET. .....••. :J{k •..•• OF •••....• o. . ..... f_ NG/NEERING ~NALYSIS& loESIGN '11lUC1VRAL DESIGN CONSULTANTS rof'1ct ~1 r1r r1~ PROJECT NAME ...... e;,,:;.:.rrr..,:.::············ PROJECT NU'Jtf R ..... 1:J.':'.~/...1tr?;j·· · ~:~~~~·:.-:??J.~::a:.~.~~~5:.:.:::: I I I I I I I I I I I I I I I I re< (~c)t:n1F'J~)?-;f "'~1.1r < '>)"?Jr o, \->. f_ NG/NEERING Ji NALYSIS & l,ESIGN tmuCTURAL DESIGN CONSULTANTS I I I I I I I I I I I 1· I I I I t11o~Wf r~~t-1b u0t@ r~1vr l~FJ PROJECT NAME ..... ~~·················· PROJECT NUi'R .... L':&~ •. ~f.r. ..... . PREPARER .... ~) .• ....... OATE .. '1{J?J ... . SHEET.......... . ...... OF ........ ~ ...... . 12 lATA ISIS MEZZANINE MOMENT FRAME LINE 3 I 1 1 29E6 loINTS 1 3 LiRs 1 3 I 2 5 3 4 4 5 (RAPHICS UPPORTS 1 toAD~ JOINT loMB~NE EQKE I I I I I I I I I I I FT 3 3 3 3 SF 4 YC L 1 1 11.6E6 o. o. o. W12X65 2 Wl2X65 2 W12X65 2 W12X65 2 0 2 SEIS SEISMIC LOAD 16 4 1. SEIS 15 1 o. o. 13 1. SF YC o. 2 o. 13 o . 12. 4 o. . 6. 5 12 12. C C B B MJ ISIS MEZZANINE MOMENT FRAME 16 5 YC 16 ------------------·- JOIN!' .N 1 2 3 4 5 lWNClI OPrICN 1 MEMBER twm: 1 3 F-F Wl2X65 2 5 F-F W12X65 3 4 F-F W12X65 4 5 F-F W12X65 PAGE 1 * SPACEV -4/04/91 * CX>PYRIGir {C) 1985-91 DIGlTAL ANALYSIS cnsJI.ll2\Nl'S, INC. 7460 GIRARD AVENUE IA .JOI.IA, CALIFORNIA 92037 ISIS MEZZANINE M.'.JttENI' FRAME LINE 3 ~ Cl C2 C3 JOIN!' X(FT) Y{FT) Z{FT) FT 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 13.000 0.000 2 0.000 13.000 0.000 0.000 0.000 12.000 3 0.000 0.000 12.000 0.000 6.500 12.000 4 0.000 6.500 12.000 0.000 13.000 12.000 5 0.000 13.000 12.000 lllGlH DEPIH DEPIH E G 'lHJlRt1AL AXIS ARFA J~) J!t!) J INOJES L N PSI PSI OOEFF. rorATICN RL m IN. (2) IN. (4) 144.00 12.00 12.12 2.900E+07 1.160E+o7 O.OOE-01 0.22 0.74 1.910E+ol 1.7400E+02 5.3300E+o2 2.180E+OO 144.00 12.00 12.12 2.900E+o7 l.160E+o7 O.OOE-01 0.22 0.74 l.910E+ol 1.7400E+02 5.3300E+o2 2.180E+OO 78.00 12.00 12.12 2.900E+o7 1.160E+o7 O.OOE-01 0.22 0.74 l.910E+ol 1.7400E+02 5.3300E+o2 2.180E+oo 78.00 12.00 12.12 2.900E+o7 1.160E+o7 O.OOE-01 0.22 0.74 l.910E+ol 1.7400E+o2 5.3300E+o2 2.180E+oo ~ -------------------PAGE 2 SUPRm1 CA,gE 1 SUPR.Rl'S IN RXJNIE/INClI OR m::H IUIIDS/RADIAN JOINr ~ MN3NI'IUDE JOINr 'lYPE MAGNI'IU)E JOINr 'lYPE :r-mGNl'IUDE JOJNr 'lYPE MAGNl'IU)E 1 SF 1. OOOOE+-20 2 SF 1. OOOOE+20 O.OOOOE-01 O.OOOOE-01 ruP.EORI'CASE 1 a:tIDITIOO SEIS SETI:M[C ION) JOJNr IOADS IN FOOl1 KIP tNITS JOINr ~ MAGNl'IU)E JOINr 'lYPE MAGNI'IU)E JOINr 'lYPE MAGNrIUDE JOJNr 'lYPE ~E 3 YC l.6000E+ol 4 YC 1.6000E-I-Ol 5 YC 1. 6000E+ol O.OOOOE-01 SUPl?ORI' CASE . 1 CIH>ITIOO SEIS SEIS,fiC ION) JOJNr X D~CN Y DEF.U!cr'IOO Z ~00 X ro:m.TICN Yro:rATICN Z romTIOO INCHES INCHES INCHES PADIANS RADIANS RADIANS 1 O.OOOOE-01 2.4000E-16 1.9643E-16 -l.9238E-14 O.OOOOE-01 O.OOOOE-01 2 O.OOOOE-01 2.4000E-16 -1.9643E-16 -1.9238E-14 O.OOOOE-01 O.OOOOE-01 3 O.OOOOE-01 5.7592E-Ol 5.1067E-03 -2.3966E-03 O.OOOOE-01 O.OOOOE-01 4 O.OOOOE-01 5.7704E-01 -4.0981E-18 8.9187E-Q4 O.OOOOE-01 O.OOOOE-01 5 O.OOOOE-01 5.7592E-Ol -5.1067E-03 -2.3966E-03 O.OOOOE-01 O.OOOOE-01 SUPl?ORI' CA,gE 1 CIH>ITICN SEIS SETI:M[C ION) SUPRRl' REAc:rIOOS IN FOO!' KIP UNITS AXISR:JrATIOO JOINr F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 0.000 -24.000 -19.643 160.320 0.000 0.000 2 0.000 -24.000 19.643 160.320 0.000 0.000 'ID.I'AL APPLIED I0.1IDS 0.000 48.000 0.000 'ID.I'AL RFACrICNS 0.000 -48.000 0.000 ~ -------------------PAGE 3 L1NE1\R ION) CXM31NATIOOS cx:tID. = ~-+ F1'.CIOR*CitID. + F2\CJXR*CX:ND. + F1CJ.'OR*CllID. + F2\CD:R*CXH). + F2\CD:R*CXH). + F'.AC"RR*CXJID. EQKE L 1.000 SEIS INrmNAL IOAOO IN Foor KIP UNITS AND SIRE:mS IN KIPS/s:J]ARE INCll MEMBER CASE p VL VN MN ML T P/A VL/A VN/A 1 3 SEIS 19.643 0.000 24.000 0.000 -160.320 0.000 1.028 0.000 4.151 EJ;J<E 19.643 0.000 24.000 0.000 -160.320 0.000 1.028 0.000 4.751 SEIS 19.643 0.000 24.000 0.000 127.680 0.000 1.028 0.000 4.751 EJ;J<E 19.643 0.000 24.000 0.000 127.680 0.000 1.028 0.000 4.751 2 5 SEIS -19.643 0.000 24.000 0.000 -160.320 0.000 -1.028 0.000 4.751 Er$E -19.643 0.000 24.000 0.000 -160.320 0.000 -1.028 0.000 4.751 SEIS -19.643 0.000 24.000 0.000 127.680 0.000 -1.028 0.000 4.751 Er$E -19.643 0.000 24.000 0.000 127.680 0.000 -1.028 0.000 4.751 3 4 SEIS 8.000 0.000 -19.643 0.000 127.680 0.000 0.419 0.000 -3.888 EJ;J<E 8.000 0.000 -19.643 0.000 127.680 0.000 0.419 0.000 -3.888 SEIS 8.000 0.000 -19.643 0.000 0.000 0.000 0.419 0.000 -3.888 Er$E 8.000 o.·ooo -19.643 0.000 0.000 0.000 0.419 0.000 -3.888 4 5 SEIS -8.000 0.000 -19.643 0.000 0.000 0.000 -0.419 0.000 -3.888 Er$E -8.000 0.000 -19.643 0.000 0.000 0.000 -0.419 0.000 -3.888 SEIS -8.000 0.000 -19.643 0.000 -127.680 0.000 -0.419 0.000 -3.888 Q{E -8.000 0.000 -19.643 0.000 -127.680 0.000 -0.419 0.000 -3.888 MAXIMtM INl'ERNAL l!W)S IN Foor KIP UNITS AND SIRESS RATIOS M:NENI'S ARE REIUCED BY V*DEPIH/2 MEMBER FY~ FBI' KL NOOE UBL T'iPE %R F2\ Fm I<N p CASE VL CASE VN CASE m CASE ML CASE 1 W12X65 36 23.8 23.8 1.00 14.732 EQKE 0.000 18.000 EQKE 0.000 -120.240 Er$E 3 144.0 C 0 18.6 27.0 1.33 14.732 EQKE 0.000 18.000 EQKE 0.000 86.670 EQKE 2 W12X65 36 23.8 23.8 1.00 -14.732 EQKE 0.000 18.000 EQKE 0.000 -120.240 EQKE 5 144.0 C 0 18.6 27.0 1.33 -14.732 EQKE 0.000 18.000 EQKE 0.000 86.670 EQKE 3 W12X65 36 23.8 23.8 '6.000 EU{E 0.000 -14.732 EJJKE 0.000 88.320 EQKE 4 78.0 B 0 o.o 27.0 6.000 EQKE 0.000 -14.732 EQKE 0.000 0.000 EQKE TENSIW cx:MERESSIOO" 22.902 -20.845 22.902 -20.845 18.449 -16.392 18.449 -16.392 20.845 -22.902 20.845 -22.902 16.392 -18.449 16.392 -18.449 17.839 -17.001 17.839 -17.001 0.419 0.000 0.419 0.000 0.000 -0.419 0.000 -0.419 17.001 -17.839 17.001 -17.839 T CASE SR CASE 0.000 0.73 EQKE 0~000 0.53 EQKE 0.000 0.73 EQKE 0.000 0.54 EQKE 0.000 0.51 EQKE 0.000 0.20 EQKE ~ 0 ------------------- MEMBER FY FBC FBI' KL RDE UBL T'iPE %R :m FEl'l KN 4 Wl.2X65 36 23.8 23.8 5 78.0 B O 0.0 27.0 PAGE 4 MAXlM.M INl'ERNAL I.aIDS IN FOO!' KIP UNITS AND SIRESS RATIOS MMiNrs ARE REilJCED BY V*DEPIH/2 p CASE -6.000 EJ;J<E -6. 000 EJ;J<E VL CASE VN CASE 0.000 -i4.732 EJ;J<E 0.000 -14.732 EJ;J<E ffl CASE ML CASE 0.000 0.000 EJ;J<E 0.000 -88.320 EJ;J<E T CASE SR CASE 0.000 0.20 EJKE 0.000 0.51 EJ;J<E ::!: ------------------- SPACE sm.T.ISI'ICS ISIS MEZZANlNE :M::J.mNI' FRAME LINE 3 5 JOINl'S 4 MEMBERS 0 PANELS SJPPCm' CASE 1 1 IOAO CXN>ITICH3 1 IOAO CXN>ITIQIB PER PASS 0 NrABr.E 1 IOAO cnmINATICH; 0 JOIN!' QJlLillUtM <llEXl{ 2 I>1MEN$RH; 1 PIDl'S 30 DEGREES OF PREElX.M 249 Sl'.IFFNESS CX>EFF.ICIENI'S 8 A'Vl!R.P.GE ~ 12~JWUiIDDI 77 A'Vl!R.P.GE OF f:Q1AREB 21:REX:!ISICE 71000 Il<CRE O EXIRAcmE lR.NSIMUS (HD) 9 SEXDm 4 PAGES 4/8/1993 ~ I~ NG/NEERING ANALYSIS& '1ESIGN. !;muC1VRAL DESIGN CONSULTANTS I I I I I I I I I I I ·1 I I I I . PROJECT NAME ... F.zf:?.,r················ PROJECT Ni]'IJ.ER ... ~L~':7. .. ;r.~······ PREPARER ...... 1J ......... DATE ... 1/_:1?2 .. . SHEET......... . ~ ..... OF ...... ~-...... . a£ NG/NEERING ANALYSIS& IOESIGN . lsmucJVRAL DESIGN CONSULTANTS I I I I I I I I I I I I I I I I o Ul1 rr->~r1fJ CoJ f D . f) ~0r~C:f G.V. fc.~'Jeo1~ I 11 'l}o.,o "--'---"--AY ew~c- ~1oc. -----~ 1ci1b.c. le;l4? PROJECT NAME ............................ . PROJECT NU~i~R ... ~fl..~ .. ·;t·~··· PREPARER ..... f:..,_ : •..••. DATE ••.• jJ:1°A! •••• · SHEET. ........ ?J:. . .... OF ...... ';:;;;:;:; ........ . f_ NG/NEERING :4 NALYSIS & loES/GN f11lUC1VRAL DESIGN CONSULTANTS I ~EM 0fq,;f&Jt1 iu,w,0;a I brot~~ f½t I ~ ?-J.o l f;t11vf ur,) I.PJ i~'' ft1~cn0) /k'b t,0€2 lt.?11op.) I JofJ'B vi~. ~s 1 (f-1 ff).) I W0v IO .. Ww (l,o I µ1 I/ ?):I ftl I I !I ·· Jor;1'7 ,~l'D-IJ't,c I 0 ~C:4-:-j{P . W1~-:.1)o)( 1,~ -!4o. I f) .. . o'f ,.1v.frl/ 1/,Q, .. 0,111 r'"\ r1" .of ,.1'b.'f!f V"" 1 ·Jr I ~ ~/'lo Df. I ~-1,t I h~ .1~ I I I I I PROJECT NAME .... f.'? t? ................ . PROJECT NUJV!S.ER .. ::l~ll2~--~-.... . PREPARER .... JJ: ....... DA TE ... ~ .. ?. .. . 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W/ 1/t1,1 ~ ~.b.Ql~o,C, OJ~op,1 01[1) Qftv!11 •T??J1 ,~~ IH • 11t ,.?). ~\In '"'' ~E; 1 ~ ~ r.1. D.t. W/1/£' 4' ~.E;i.@ ~Jo,c, ~f f (}rit?J ~ PROJECT NAME .... Q1 ~ ............. . PROJECT NUi'B~R .... r.J..tt~/. ... :djc:r~·· PREPARER ....... ,L ...... DATE .. ::J .. j:°../. •• SHEET.......... .f; .... OF ...... ~.F::::J ........ . f NG/NEERING ANALYSIS& loESIGN lsmuC1llRAL DESIGN CONSULTANTS I I. I I I I I I I I I I I I I I PROJECT NAME .. _j~j?, ................. . PROJECT NIJ,.Mf/ER.~.'aa~<JJ······· PREPARER .•.. ~:;J-~ ••••••• DATE ..... J9 .... SHEET .•...•.... ":f. ·/· .•• OF...... . ........• .... , / .-· / ' : f NG/NEERING ANALYSIS& loES/GN l5muc1URAL DESIGN CONSULTANTS I I I I I I I I I I I I I I I I PROJECT NAME ..... f.?.t?. ................ . PROJECT NU~f_ R. i~lJ.);;). · ··J~· · · · · · · PREPARER ..... ~1.J ••••••• OATE ... :1 ~?.;? ..• SHEET. ........ 'b.Q. ..... OF ........ r:t;;J. • ••••• f NG/NEERING ANALYSIS& loESIGN • 11lUC1VRAL DESIGN CONSULTANTS I I I I I I I I I I I I I I I I - PROJECT NAME .... }~ r.?. ................ . PROJcCT NU:~'BER .... 1~./l,f2 .. ;r ,b ..... . PREPARER..... . , ....... DATE .. ~/]2 ... . SHEET......... ~ •..•• OF •....•.. !;ilz:, .... . IE NG/NEERING ~NALYSIS& 'DESIGN lsmUC1VRAL DESIGN CONSULTANTS I foJ0D~11o~ 1·. w~Liv r1G1 I I I I I I I I I I I I I I PROJECT NAME •.•.. ~l11:5·············· PROJECT NUJIIBrfR .... L:J.IJ/. ••••• -,J;tt:11~--· PREPARER ..•.. &~~ ....... DATE.:./.f .• /.:<'. ••• SHEET. ......•. ,a.;. .... OF •.•.... $~ ....... . =~oftf .40, rEf ~f ~ ~ ll&ho fLf f NG/NEERING ANALYSIS& IOESIGN r11lUC1VRAL DESIGN CONSULTANTS I I I I I I I I I I I I. I I I I PROJECT NAME •... fld:;l'I.~·· ......... . PROJECT NU~~R .... ~:LJf ..... ~~~··· PREPARER .••..••• ~l: ..... DATE ...... LI. .. . SHEET. .••.•.... ,?.~ ... OF .....• :2 ........ . ..[_ i ~-;7" 1· • _;~ '-.::I ---, i Li .3 . -' IE NG/NEERING IANALYSIS& DESIGN lsTRUCTURAL DESIGN CONSULTANTS I I I I I I I I I I I I· I I I I rrJ PROJECT NAME ...... cJl~rT~:f ......... . PROJECT NUl'tf Bf R ..... L •• .(.k •••• -A;~~?j · PREPARER ••• ··~·'· ••••• DA TE ••• ':I J •• L .. . SHEET .•...•.•. ·'i/-l ..... OF •••..•.. 5. ...... . t IE NG/NEERING ANALYSIS& IOESIGN 1S11lUC1VRAL DESIGN CONSULTANTS I I 1. I I I I I I I I I I I I I PROJECT NAME ••.•• P.?.1(1? ........... . PROJECT NUl(IBfR • .'C:l~.lk ••••• 'Iii~· .. PREPARER .•••• ~l, ...... DATE ... '~Ji ..... . SHEET. •..••••. !).:::> .... OF •...•... g ...... . ICG ™ incorporated San Diego County Office: 9240 Trade Place, Suite 100 San Diego, CA 92126 619/536-lJO~ 'Tax: 619/536~ 06 May 12, 1992 ISIS Pharmaceutical 2280 Faraday A venue Carlsbad, California 92008 JobNo.05-8867-001-00-00 Log No. 2-1192 Inland Empire Office: Attention: 1906 Orange Tree Lane, Ms. Kathy Simpson Suite240 Redlands, CA 92374 SUBJECT: LIMITED FOUNDATION INVESTIGATION Reevaluation of Allowable Bearing Capacity Koll Research-Center, Building 6018 Carlsbad, California 114n92-4222 fax: 714n98-1844 Orahge County Offices: Construction Inspection and Testing: 2992 La Palma, Reference: San Diego Geotechnical Consultants, Inc., 1984, Soils Compaction Report/Slab and Foundation Recommendations, Carlsbad Research Center, Building 6011, 6016, 6018, 6022, 6025, 6027 and 6061, Lots 2 and 3 Tract 81-10, Carlsbad, California; Job No. SD 1264-10, Log No. SD4-3042 Suite A . Anaheim, CA 92806 714/632-2980 fax: 714/632-9209 , Geotechnical: 15 Mason Irvine, CA 92718 714/951-8686 · fax: 714/951-7969 Coachella Valley Office: 77-775 Jackal Drive, Suite C Bermuda Dunes, CA 92201 619/772-3182 fax: 619n72-3184 Corporate Office: 1·5 Mason Irvine, CA 92718 714/951-8686 fax: 714/951-7969 Ms. Kathy Simpson: 1. INTRODUCTION a. In accordance with your request, we have completed our limited foundation investigation for the subject building. The purpose of our geotechnical services is to reevaluate allowable bearing capacity for your foundation design and planning with regard to the proposed remodeling of the existing building. The referenced report indicates an allowable bearing capacity of 2000 psf for spread and continuous footings provided the footings are at least 18-inches wide and founded a minimum of 18 inches for a single-story and 24 inches for a two-story building. b. As previously discussed, the results of our field investigation and I laboratory testing are representative of the site soils as observed from the exterior. When the demolition is initiated, the soils beneath the slab and interior footings should be evaluated for conformance with the findings presented herein. 2. SCOPE OF WORK The scope of our geotechnical services are as follows: a. Logging and sampling of 4 shallow test pits to a depth of 2 feet. Geotechnical Services, Construction Inspection and Testing ISIS Pharmaceutical May 12, 1992 b. c. Job No. 05-8867-001-00-00 Log No. 2-1192 Page 2 Laboratory testing of maximum dry density and remolded direct shear. Engineering analysis of the collected data to provide allowable bearing capacity. d. Preparation of this report presenting our findings. 3. SITE DESCRIPTION The subject site consists of an 18,000 square foot existing commercial office building of con~rete tilt-up construction with spread and continuous perimeter foundations. The building is surrounded by asphalt paved parking areas with landscaped planter and lawn areas between the structure and parking lots. The subject building exists on a relatively level graded pad. Based on our review of previous work, the subject pad is a transition lot which was graded in 1984 as building pad 6027. In addition, the cut/fill transition on this building pad was eliminated by overexcavating the cut portion to a minimum of two feet below the bottom of the intended footings. The maximum depth of the fill is approximately 4 feet. 4. SITE INVESTIGATION On March 19, 1992, a geologist from our office visited the site and hand-excavated four shallow pits around the periphery of the building at the approximate locations shown on Figure I. A bulk sample of the subsurface soils was obtained from each pit at a depth of approximately one to two feet and returned to our laboratory. The pits were backfilled after completion of sampling. 5. LABORATORY TESTING a. Representative samples of the on site fill soils excavated during our field exploration were returned to the laboratory for testing. The testing program consisted of maximum dry density and remolded direct shear. b. The type of soil tests performed are described on the Trench Logs, Figures A-1 through A-4, Description of the lab tests performed are presented in Appendix C and the Lab Test Results are presented in Figure C-1 through C-2. ISIS Pharmaceutical May 12, 1992 JobNo.05-8867-001-00-00 · Log No. 2-1192 Page 3 5. ALLOW ABLE BEARING CAPACITY Based on the laboratory test result, the following formula may be used for testing design at the subject site: qan = 1000D + 500B where: q~11 = allowable bearing capacity in psf with a maximum of 3,500 psf D = depth of footing from the lower adjacent subgrade in feet B = lesser width of the footing in feet 6. .LIMITATIONS OF INVESTIGATION Our investigation was performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable Soil Engineers and Geologists practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. The samples taken and used for testing and the observations made are believed representative of the entire project; however, soil and geologic conditions can vary significantly between explorations. As in most major projects, conditions revealed by excavation may be at variance with preliminary findings. If this occurs, the changed conditions must be evaluated by the Project Soils Engineer and Geologist and designs adjusted as required or alternate designs recommended. This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and incorporated into the plans, and the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. ISIS Pharmaceutical May 12, 1992 JobNo.05-8867-001-00-00 Log No. 2-1192 Page 4 This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for other than our own personnel on the· site; therefore, the safety of others is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. The findings of this report are valid as of the present date. However, changes in the conditions of a property can occur with the passage of time, wh~ther they be due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordi_ngly, the findings of this report may be invalid wholly or partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. This opportunity to be of service is appreciated. If you have any questions, please call. Very truly yours, ICG /i~orated jl /Ju,111-&'~ Dwight R.'. Haggard, C.E.G. 1178 Registration Expires: 6-30-92 Vice President (Operations) DRH/HW/pb Attachments: Site Plan, Figure 1 Appendix A -Logs of Trenches Appendix B -Lab Test Data Distribution: (2) Addressee (2) Burkett & Wong ,·,, .. f T-40 EXPLANATION T-4 APPROXIMATE LOCATION OF D TESTPIT BUILDING 6018 NOTTO SCALE T-1 D SITE PLAN-KOLL RESEARCH CENTER, BUILDING 6018--CARLSBAD, CALIFORNIA DATE: FIGURE: APRIL 1992 1 ICG Incorporated ) .. , . ·~,:,.~ . ,' PROJECT NAME: KOLL/BUILDING 6018 TRENCH NO.: T-1 ENGINEERIN.G PROPERTIES 05-8867-001-00-00 3-19-92 z .... ,.. JOB NO.: 0 ·w 0· "#-LL, DATE: -.. ~-.., w (,) 0. -mw 0. HAND TOOLS (,)~ ::E a:..1 w -EQUIPMENT: -u < :,o. a: > LL, • en t-2 :, t: -en enc t- LOGGED BY: ~H LOCATION: :::; ~ cen en en .., 0 z < :, z w DESCRIPTION .., m :, ::E Q (,) FILL: @()'-2' Mottled orange and gray-brown, damp, soft to medium stiff, clayey silt, numerous pieces of gray siltstone l/8"-1/2" diameter ML-CL CD l'-2" SCALE: 1"= 1• TOPOGRAPHY: TRENCH ORIENTATION: --"" I ---.. ----- I-_,_ -,.. - ---. I --· - I I I I I I I I I ' I I I I I I ' I I I I ' I I I I I I I ' I I I . . 1· I I I I I I I I I I I I ' ' I I I I b' I I I I I I I I I ' I I I I l I I ------ ---\ --- ------ ,_ -,_ '" -... - I--I--... - --... -... -.. ... -... -... - I--... -,.. - TRENCH LOG SAN DIEGO SOILS ENGINEERING, INC. PROJECT NAME: KOLLLBUILDING. 6018 TRENCH NO.: •r-2 ENGINEERING PROPERTIES z .... ~ 0 w Q JOB NO.: 05-8867-001-00-00 DATE: 3-19-92 . ' .... ..I '# ij . Q. w -(.) mw Q. HAND TOOLS (.)~ :E a:..1 w .... EQUIPMENT: -c.> < ::,o. a: > I&. • "' 1-:E ::, ... -u, °'< ... ui LOGGED BY: RH LOCATION: :=> ~ Qt/) "' ..I 0 z < ::, z w DESCRIPTION ..I m ::, :E Q (.) FILL . @ 0'-2' Pale orange-brown, moist, medium stiff, clayey silt, pieces and blocks of gray ML-CL ® siltstone up to 3" diameter l'-2' - SCALE: 1"= l' TOPOGRAPHY: TRENCH ORIENTATION: .... -... -'-- ... _,_ ---- ,_ -i--.... - ... -- \ I -.... - I I I I I I I I I . . I I I I I I I I . . I I I I I I I I I I I I I . , . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T r I I ... ---'-- I----... - ... ---... - .... -... -... - ,/ .... -... -.... -... -... -... - ... -... .... - --... -... - TRENCH LOG SAN DIEGO SOILS ENGINEERING, INC. PROJECT NAME: KOLLLBUILDING 6018 - TRENCH NO.: 'l'-3 ENGINEERIN.G PROPERTIES 05-8867-001-00-00 3-19-92 z --JOB NO.: . 0 w o· .,, I.&. DATE: ... ijc,J _, Ill u Q. -mw Q. HAND TOOLS :E cc_, w -EQUIPMENT: 2d -< ::,a. a: > !:!:aj C1) 1-:E ::, t: "'-< I- LOGGED BY: 1nr LOCATION: :::; ~ 00 C1) 0 _, s z -< ::, z Ill DESCRIPTION _, m :::, :E 0 0 FILL: @0'2' Mottled orange and gray-brown, moist, soft to medium stiff, clayey silt, ML-CL @ numerous blocky pieces of gray siltstone up to 3" diameter. l'-2' / - SCALE: 1" = ] ' TOPOGRAPHY: TRENCH ORIENTATION: ,_ ---I-- ,_ -,_ --- ,_ ---... - ,_ ----- I I I . I I I I I . ' . I I I I I I I I I I I I I I I I . . . . .. . . I I I I I I I I I I I I I I I I . I . I I I I I I T I I I l I I I l I I I ( I I I ------ ------~ ------ ... -... -... - •" I--,---- I--... -- I----- I--... -... - TRENCH LOG SAN DIEGO SOILS ENGINEERING, INC. :,: ::::;,,. KOLL/BUILDING 6018 TRENCH ·No.: T-'1 -ENGINEERING PROPERTIES PROJECT NAME: 05-8867-001-00-00 z -~ 3-19-92 -0 w Q -JOB NO.: DATE: -.... ij . _, w CJ 0.. -mw 0.. CJ~ :E a:-1 w -EQUIPMENT: Hl\ND 'I'OOLS -CJ < :)A, a: > LL. • (I) t-:1 :) t---(I) (I)< t- LOGGED BY: 'RJ.f ::; ~ Q(I) (I) 0) LOCATION: _, 0 z < :) z w DESCRIPTION _, m :) :E Q CJ FILL: @ 0'-2' Orange-brown and gray-brown mottled, moist, meclium stiff, clayey silt, MJ,-CL l'-2' numerous blocky pieces of dark gray siltstone up to 2" diameter G) - SCALE: 1" = l' TOPOGRAPHY: TRENCH ORIENTATION: .... _,_ I -.... - .... -,-. -.... -... -,.. --- .... _,_ --- I I I I I I I I I I I I I I I I I I I I I I I .I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I ,. I I I I I I I I I ,.. -,-. --- .... _.., -... - .... --4 -... - .... -f-- "' { .... ---... - -----... - -_,_ -1--- -_,.. -,-- TRENCH LOG SAN DIEGO SOILS ENGINEERING, INC. MAXIMUM DENSITY TEST RESULTS MAXIMUM DENSITY {PCF) 123.3 OPTIMUM MOISTURE {%) 11.8 .• I• ..... LL, "' a. .... :c ... (!J z w a: .... "' (!J z ii: c( w :c "' ~ "' a. .., :c I-(!J z w a: ... "' (!J ~ 0: c( w :c "' TEST PIT DEPTH COHESION, ANGLE OF SAMPLE DESCRIPTION NO. (FEET) (PSF) FRICTION,0 t------------'--'-'-'a.;.;..-----l t--_...;."""1 ~--+-:.;_;;;;~"--+-~--0'-"-'--+------40-----1 BROWN CLAYEY TO SANDY SILT 4000t-----...,_~---------,------,-....,_----,------r--.-----~ .v 3000 / 2000 / /' 10001------t-"'7'------t------;------;------+-----~ -'V~ 0o 1000 2000 3000 NORMAL LOAD (PSF) 4000 6000 8000 DEPTH COHESION, ANGLE OF SAMPLE DESCRIPTION (FEET) (PSF) FRICTION or-----------'-------l 4000t--------r-------,------r---------,------.-------t 3000 2000 1000 00~-----.-10~0~0=----=20~0=0=----3=0~0~0,_ ___ 4~0~0~0,_ ___ 5=0~0-o----e~ooo NORMAL LOAD (PSF) JOB NO.: 05-8867-001-00-00 SHEARING STRENGTH TEST IFIGURE: A-1 CERTIFICATE.'OF ~COMPLIANCE . . Part 1 ot.2 ENV-1 , . PROJECT NAME ISIS PHARMACEUTICALS DATE May 4, 1993 f-r ECT ADDRESS 2292 FARADAY, CARLSBAD PRINCIPAL DESIGNER -ENVELOPE Al ASSOCIATES ARCHITECTS DOCUMENTATION AUTHOR COLIN C. COOK l TK&G BUILDING CONDITIONED FLOOR AREA 20535 ' ; BUILDING TYPE ~ NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEUMOTELGUESTROOM · PHASE OF CONSTRUCTION ~ NEW CONSTRUCTION D ADDITION D ALTERATION D UNCONDITIONED (Ale Affidavit) MrmiOD OF ENV5LOPE el COMPONENT D OVERALL ENVELOPE D PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE: I This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, : Parts 1 and 6 ~f the California Code of Regulations. This certificate applies only to building envelope requirements. i . The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. P1ease check one: ~ I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. D I affirm that I am eligible under th& e~emption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. :0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section __ _ ! ' of the. ______________ Code to sign this document as the person responsible for its preparation; and for the following reason:--------------------------- i PRINCIPAL ENVELOPE DESIGNER • NAME I . Stevenson UC.NO. COJ.4175 DATE May 4, 19 3 1 ENVELOPE MANDATORY MEASURES l j , Indicate location on plans of Note Block for Mandatory Measures Sheet A-6, Note 12 INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential ,ual published by the California Energy Commission. ·1:f\lV-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV-3: Optional. Use H default U-values are not used: Choose appropriate version for assembly U-value to be calculated. Nonres/dQntia/ Comp/ism» Form DtH»mbM 1991 ; 'I," • • • • CERTIFICATE OF COMPLIANCE .. Part2ot2 ENV-1 PROJECT NAME DATE ISIS PHARMACEUTICALS May 4,1993 OPAOUESURFACES ' ASSEMBLY NAME INSULATION R-VALUE CONSTRUCTION TYPE (eg. Wall-1, Floor-1) (eg. R-19, R-22, etc.) (eg. Block, Wood, Metal) LOCATION/COMMENTS: (eg. Suspended Ceiling, Demising, etc.) l NOTETO -> RELD'-:-, WALL R-11 CONCRETE Sht.A-6,Note ~3;Sht.A,...28,Se' ;::f o\,h:/i, Ji:::8 r{:-::JA ROOF R-13 WOOD Sht.A-6,Note 13;Sht.A-28,Se WINDOWS: · WINDOW NAME NO.OF FRAME TYPE EXTERIOR OVERHANG GLAZING TYPE (eg. Window-1) PANES (eg. Wood, Metal, etc.) SHADE.? CREDIT? (eg. Clear, Tinted) ALL 108 METAL ------TINTED SKYLIGHTS, · SKYLIGHT NAME NO.OF FRAME TYPE SKYLIGHT MATERIAL GLAZING TYPE (eg. Sky-1) PANES (eg. Wood, Metal, etc.) (eg. Glass, Plastic, etc.) (eg. Clear, etc.) NA NOTES.TO FIELD -For Building Department Use Only · . ·-.::· ·• ::: .,·:,: . :=.: .... ····: .: .. ;_-:.1:r.··· · '•'. :· : ·.··=··::·· . .... ··-: Nonrosld9ntisl Compliance Form -. . NOTETO ·. RELD. ·.•:;::·. .. , :,:;\ ::;:-•::••, ·:?~~ I ,NOTETO /':"FIEUf·, :::::::·_: .. : .. ::;;·::::-.:·,.::. DeClimber 1991 ENVELOPE COMPONENT METHOD . e·Nv-2 PROJECT NAME ISIS PHARMACEUTICALS DATE May 4, 1993 OW'AREA CALCULATION SKYLIGHT AREA CALCULATION GROSS WALL 15600 OISPLA Y PER• AlRIUM HEIGHT Sc FT AREA(GWA) IMETER(DPl GWAXOA 6240 DPX6 ~ I rlF<55 IF>551 GREATER OF ALLOWED%• .05 ALLOWED¾•.1 If the PROPOSED ~ I I WINDOW AREA Is "' greater than the MAXIMUM I lxl I= I I MAXIMUM ALLOWABLE ALLOWABLE ! WINDOW AREA ALLOWEDo/o GR. ROOF AREA ALLOW. SKY. AREA WINDOW AREA, i then go to another I 2424 I PROPOSED If the ACTUAL SKYLIGHT AREA Is greater I I method. WINDOW AREA than the ALLOWED SKYLIGHT AREA, then go to another method. ACTUAL SKY. AREA OPAQUE SURFACES; .. ASSEMBLY U-VALUE* TABLE ASSEMBLY NAME TYPE HEAT INSULATION R•VALUE* VALUES? (eg. Wall-1, Floor-1) (eg. Roof, Wall, Frame) CAPACITY PROPOSED MIN. ALLOWED PROPOSED I YIN I MAX. ALLOWED ROOF ROOF -R-13 R-11 -DD - WALL WALL -R-11 R-11 -DD - DD DD DD • For each assembly type, meet the minimum insulation R-value or the maximum ass&mbly U-value. WINDOWS: PROPOSED RSHG WINDOW NAME I ORIENTATION l U·VALUE #OF OVERHANG PROP. ALLOW. (eg. Window-1, Window-2) IN IE Is I w I PROP. ALLOW. PANES SC H V HN OHF RSHG RSHG ALL [] [] [] [] 1.10 I .Z.3 108 .65 • 71 DODD DODD DODD SKYLIGHTS:; SKYLIGHT NAME GLAZING #OF U•VALUE SHADING COEFFICIENT (eg. Sky·1, Sky-2) TRANSLUCENTl TRANSPARENT PANES PROPOSED ALLOWED PROPOSED ALLOWED N/A D D D D D D -D D i Nonresid6ntial Compliance Form ~ber199 PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page_ of_ ---------------------------------------------------------------------------Project Name: Default File ISIS PHARMACEUTICALS Documentation: Tsuchiyama, Kaino & Gibson lDate: 4/13/1993 I I lCOMPLY 24 User 3111 --------------------------------------------------------------------------- COMPONENT DESCRIPTION :1 II :1 I ,: I 1' ,, ll !I •I 'I I I I I I Sketc~ of Construction Assembly ASSEMBLY U-VALUE :construction Components Outside Air Film 1. Roofing, Built-Up 2. Plywood 3. Insulation, Mineral Fiber, R-13 4. 5. 6. 7. 8. 9. Inside Air Film ADJUSTMENT FOR FRAMING Assembly Name: 2x6x24o.c.BUILT-UP R-11 Assembly Type: Roof Assembly Tilt: o deg (Horizontal Roof) Framing Material: Wood Framing Spacing: "o.c. Framing Percent: 5.0 % Absorptivity: 0.00 Roughness: Abort Th (in) R-Value Fr 0.375 0.625 * 3.500 Unadjusted R-Values Cavity Frame 0.17 0.33 0.77 13.00 0.61 14.88 0.17 0.33 0.77 3.46 0.61 5.35 (1 /14.88) X (0.95) + (1 / 5.35) X (0.05) = 0.073 Weight: Heat Capacity: 4.6 lb/sqft 1.51 TOTAL U-VALUE = TOTAL R-VALUE = 0.073 ---------- 13.67 ---------- PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page_. of ---------------------------------------------------------------------------Project Name: Default File ISIS PHARMACEUTICALS lDate: 4/13/1993 I I Documentation: Tsuchiyama, Kaino & Gibson :coMPLY 24 User 3111 --------------------------------------------------------------------------- COMPONENT DESCRIPTION --------- ~-0-~---------------- fl .... : . .. . . ... .. . " . . . . .. . .. . . : .•. 0 :. • 0 • ~ A.: . • • . : .. .. ~ . ~ .• · .. Sketcn of Construction Assembly ASSEMBLY U-VALUE Construction Components Assembly Name: 8" Solid CMU Wall Assembly Type: wall Assembly Tilt: 90 deg (Vertical) Framing Material: Metal Framing Spacing: 11 o.c. Framing Percent: 15.0 % Absorptivity: 0.50 Roughness: Concrete, Asph. Shingles Th Fr (in) R-Value Cavity Frame ------------~--------------------------------------------------------------Outside Air Film 1. Concrete, 40 lb 2. Insulation, Mineral Fiber, R-11 3.·Gypsum or Plaster Board 4. 5. 6. 7. 8. 9. Inside Air Film 6.000 * 3.500 0.625 0.17 5.40 11.00 0.56 0.68 0 .17 5.40 11.00 0.56 0.68 --------------------------------------------------------------------------- Weight: Heat Capacity: Unadjusted R-Values 17.81 22.8 lb/sqft 4.71 TOTAL U-VALUE = TOTAL R-VALUE = 0.00 0.117 ===== 8.52 ===== CERTIFICATEOFCOMPLIANCE Part1 ot3 MECH-1 PROJECT NAME ISIS PHARMACEUTICALS Pr :CT ADDRESS 2292 FARADAY, CARLSBAD PRINCIPAL DESIGNER -MECHANICAL TSUCHIYAMA, KAINO & GIBSON DOCUMENTATION AUTHOR COLIN C. COOK/ TK&G BUILDING CONDITIONED FLOOR AREA 20535 TE(EPHONE 619) 597-0555 TE(EPHO~E 619 597-0555 DATE May 4, 1993 .. '•,,, ... •' ······ ... · Building Permit I .. : .. . . : ... :··:·.·:':.'· .···::··· ·.· Checked by/Oata· . . . Enfon:einenf>,gency Use BUILDING TYPE Ii] NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSTFIUCTION Ii] NEW CONSTRUCTION D ADDITION D ALTERATION METHOD OF MECHANICAL fx1 PRESCRIPTIVE D PERFORMANCE COMPLIANCE ~ PROOF OF ENVELOPE COMPLIANCE D PREVIOUS ENVELOPE PERMIT ~ ENVELOPE COMPLIANCE ATTACHED STATEMENTOFCOMPLIANCE: . · . This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Calif omia Code of Regulations. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical rr :rements containet lr. sections 11 0 through 115, 120 through 124, 140 thro~gh 142, 144 and 145. Please check one: ... .. [!] I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a. civil engineer, mechanical engineer, or architect. [J I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section __ _ of the ______________ Code to sign this document as the person responsible for its preparation; and for the·tollowing reason: PRINCIPAL MECHANICAL DESIGNER -NAME TODD T. SORBO Indicate location on plans of Note Block for Mandatory Measures UC.NO. 23255 DATE Ma 4 1993 INSTRUCTIONS:To· APPLICANT . · · · . . For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential anual published by the California Energy Commission. ,vlECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. MECH-3 and MECH-4: Required for all submittals. Nonresidentisl Compliancs Form ,CERTIFICATE OF COMPLIANCE. . Part 2 at 3 --MECH-1 PROJECT NAME 1S1S PHARMACEUTICALS Ma SYSTEM FEATURES . MECHANICAL SYSTEMS ls=vs=TE=M=NAM==E===========~ ._ _______ I I B-1 B-1 II~ ==A::::c_--_1 __ -_-_-_--:_-:_--' I I CH-1 CH-2 NOTE.TO .i:RELO· TIME CONTROL s s s SETBACK CONTROL B B B ISOLATION ZONES NA NA NA HEAT PUMP THERMOSTAT? NA NA NA ELECTRIC HEAT? N N N FAN CONTROL N-N N VAV MINIMUM POSITION CONTROL? NA NA NA .• ··.::~·.:·,.::·:·\ SIMULTANEOUS HEAT/COOL? y y y HEAT AND COOL SUPPLY RESET? y y y VENTILATION B B B OUTDOOR DAMPER CONTROL? A A A ........ : ECONOMIZER TYPE N N A ·. ··. :: OUTDOOR AIR CFM ,,,•'• HEATING EQUIP. TYPE HIGH EFFIC.? N Gas Fired Boiler N Pack Unit N MAKE AND MODEL NUMBER Carrier HJD COOLING EQUIP. TYPE HIGH EFFIC.? N Pack. Unit N MAKE AND MODEL NUMBER GT Carrier HJD / I CODE TABLES: Enter code from table below into columns above. I HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL ISOLATION ZONES FAN CONTROL S: Prog. Switch H: Heating Enter number of I: Inlet Vanes ELECTRIC HEAT? 0: Oocupancy Sensor C: Cooling Isolation Zones. P: Variable Pitch M: Manual Timer B: Both V:VFD VAV MINIMUM POSITION CONTROL? Y:Yes 0: Other SIMULTANEOUS HEAT/COOL? N:No VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM HEAT AND COOL SUPPLY RESET? B: Air Balance A: Auto A: Air Enter OUtdoor Air C: outside Air Cert G: Gravity W:Water CFM. HIGH EFFICIENCY? M: Cul Air Measure N: Not Required Nole: Thls shall be no 0: Oemand Control less than Column G on N: Natural MEC~. ~ Nonresidential Compliance Form December 1991 · '\fc • CERTIFICATEOFCOMPLIANCE Partaot3. .MECH-t PROJECT NAME ISIS PHARMACEUTICALS T INSULATION SYSTEM NAME DUCTTYPE (SUpply Ratum, etc.) DUCT LOCATION (Roof, Plenum, etc.) AH-1 AH-2 S.A. & R. A. Plenum AC-1 S.A. & R. A. ' PIPEINSULATION SYSTEM NAME PIPE TYPE (Supply, Retum, etc.) Chilled Water System Supply & Return Heating Hot Water Supply & Return .. NOTESTO FIELD·~ For Building Department Use Only ·:, :::,:::··,· ..... . . . . : ·· .. : .. -···· ,: ,,,.· ,• . ... Nonresid8ntJaJ Compllsrlc:e Form CATE May 3, 1993 DUCTTAPE ALLOWED? y N Olj] O[j] DD DD DD DD DD DD DD DD DD DD DD DD INSULATION REQUIRED? y N liJD iiLJ D DD DD DD DD DD DD DD· .··. DUCT INSULA TlON R•VALUE 5.8 5.8 ''• :· ·: ···,· . : ... ·:\,;·_:· . .-. . •::. ···.\·;:· NOTE TO ·--FIELD· =:-=-.·=.-. ·.=-:·-=.:··. ... ,:.:• .. .·, .. •' NOTETO · FIELD .. ,,., . ·::·: :·:{·\ :·: ·· . .'·:_/:-t..\.:" Oix»mbtlr 1991' ., ECHANICAL.SIZING AND FAN POWER . MECH-2 PROJECT NAME 1S1S PHARMACEUTICALS SYSTEM NAME AC-1 . NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. DATE FLOOR AREA 2000 ( SIZING and EQUIPMENT SELECTION . . · 1. DESIGN CONDmONS: -OUTDOOR, ORY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2.SIZING: -VENTILATION LOAD • ENVELOPE LOAD ·LIGHTING -PEOPLE -MISC. EQUIPMENT -OTHER -OTHER t5oo 1.5 100 .5 TOTAL CFM (From MECH-4) WATTS/SF # OF PEOPLE (From MECH-4) WATTS/SF Infilteration (Describe) Fan (Describe) COOLING ~ t--9_7_--i ~ 74 74 50 23 10 55 3 2 3 74 ~ ~ B TOTALS --14_6 __ 1 l..__s_5 __ 4 .. 3, SELECTION: A. SAFETY/WARMUP FACTOR 1. 21 1.40 B. MAXIMUM ADJUSTED LOAD (Totals from above X Safety/Warmup Factor) 177 119 C. INSTALLED EQUIPMENT CAPACITY 150 185 IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN Smallest Available to meet KBtu/Hr KBtu / Hr required cooling load FAN POWER CONSUMPTION . DESIGN FAN DESCRIPTION BRAKE HP NIA NOTE: lncluc:18 only fan syatema excaedlng 25 HP (see §144). Total Fan System Power Demand may not exCNd o.e Watts/CFM for constant volume ayatems or 1.25 Watts/CFM for VAV systems. Nonresk:kmfiBJ Complianclil Form EFFICIENCY MOTOR DRIVE NUMBER PEAK WATTS CAI OF FANS BX Ex 746 / (C X D) (Supply Fans) TOTALS I Ii,_ __ _ TOTAL FAN SYSTEM I POWER DEMAND ..__ ___ _ WA1iS/CFM Col. F/Col. G 09cemb6r 1991 ZONE DESIGN COOLING LOAD SUMMARY Location : CZ07 -San Diego, California 04-14-93 Prepared By : TSUCHIYAMA,KAINO&GIBSON 6063092204. Carrier Hourly Analysis Program Page 1 of 2 ************************************************************************ CALCULATION DATA: Zone Name : AC-1 Cale Time: Jun 1500h Job Name : ISIS PHARMACEUTICALS Amb db/wb: 96.0/ 74.0 F ************************************************************************ LOAD INFORMATION LOAD COMPONENT SOLAR LOAD GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION PARTITION TRANSMISSION LIGHTING ( 3,000 w·TOTAL) OTHER ELEC. ( 1,000 W TOTAL) PEOPLE ( 100 .00 PEOPLE TOTAL) M~SCELLANEOUS LOADS COOLING INFILTRATION PULLDOWN/WARM-UP COOLING SAFETY LOAD SUB-TOTALS NET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP= WALL LOAD TO PLENUM ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM 1500 CFM) 1 .3) SENSIBLE (BTU/hr) 5,621 3,688 3,311 10,063 0 10,214 3,410 27,959 0 1,876 0 0 66,143 35,172 3,372 0 0 0 LATENT (BTU/hr) 0 0 0 0 0 0 0 27,000 0 802 0 0 27,802 15,042 0 0 0 0 TOTAL COOLING LOADS 104,687 42,844 ************************************************************************ .. COIL SELECTION PARAMETERS: COIL ENTERING AIR TEMP. (DB/WB) COIL LEAVING AIR TEMP. (DB/WB) COIL SENSIBLE LOAD COIL TOTAL LOAD COOLING SUPPLY AIR TEMPERATURE TOTAL COOLING CFM (actual) TOTAL COOLING CFM (std. air) RESULTING ROOM REL. HUMIDITY COIL BYPASS FACTOR COIL APPARATUS DEWPOINT REHEAT REQUIRED = = = = = = = = = = = 83.0/ 68.7 56.1/ 55.5 104,687 147,531 57.0 3,650 3,603 60.1 % 0.050 54.7 deg F deg F BTU/hr BTU/hr deg F CFM CFM deg F BTU/hr 0 ************************************************************************ GENERAL INFORMATION: TOTAL COOLING LOAD TOTAL FLOOR AREA OVERALL U-FACTOR COOLING CFM/sqft = = = = = 12.29 162.68 2,000.00 0.142 1.83 Tons sqft/Tons sqft BTU/hr/sqft/F CFM/sqft ************************************************************************ ZONE DESIGN COOLING LOAD SUMMARY Location : CZ07 -San Diego, California Prepared By : TSUCHIYAMA,KAINO&GIBSON Carrier Hourly Analysis Program 04-14-93 6063092204 Page 2 of 2 ************************************************************************ CALCULATION DATA: Zone Name : AC-1 Cale Time: Jun 1500h Job Name : ISIS PHARMACEUTICALS Arnb db/wb: 96.0/ 74.0 F ************************************************************************ WALL AND GLASS LOAD BREAKDOWN LOAD COMPONENT GLASS LOADS:NE E SE s SW w NW N H ' LOADS: WALL NE E SE s SW w NW N AREA ( sqft) 175 0 0 0 0 6 0 0 0 1,100 0 0 0 0 0 0 0 TRANSMISSION (BTU/hr) 3,688 0 0 0 0 0 0 0 0 3,311 0 0 0 0 0 0 0 SOLAR LOAD (BTU/hr) 5,621 0 0 0 0 0 0 0 0 ************************************************************************ ZONE DESIGN HEATING LOAD SUMMARY Location : CZ07 -San Diego, California 04-14-93 Prepared By : TSUCHIYAMA,KAINO&GIBSON 6063092204 Carrier Hourly Analysis Program Page 1 of 1 ************************************************************************ CALCULATION DATA: Zone Name : AC-1 Cale Time: Winter design Job Name : ISIS PHARMACEUTICALS Amb db 36.0 F ************************************************************************ LOAD COMPONENT WALL TRANSMISSION ROOF TRANSMISSION GLASS TRANSMISSION TRANSMISSION LOSS TO UNCOND. SPACES INFILTRATION LOSS SLAB FLOOR HEATING SAFETY BTU/hr SUB-TOTAL NET VENTILATION LOSS I • LOAD (BTU/hr) 5,016 5,320 7,315 0 3,240 0 3,134 24,025 60,752 -----·------------------------------------------------------------------ TOTAL HEATING LOAD HEATING SUPPLY CFM HEATING SUPPLY AIR TEMPERATURE HEATING VENTILATION AIR CFM HEATING THERMOSTAT SETPOINT TEMP 84,776 626 110.0 1,500 74.0 CFM deg F CFM deg F ************************************************************************ ' ! .MECHANICAL. SIZING AND FAN POWER MECH-2 PROJECT NAME 1S1S PHARMACEUTICALS DATE May 3. 1993 I SYSTEM NAME CH-1 & CH-2 (AH-1, AH-2 1Fan Coils) FLOOR AREA 18,535 (. I NOTE: Provide one copy of this form for each mechanical system when using the PrescrlptiVe Approach. SIZING and EQUIPMENT SELECTION . · 1. DESIGN CONDmONS: • OUTDOOR, ORY BULB TEMPERATURE -OUTOOOR,WETBULBTEMPERATURE • INDOOR, ORY BULB TEMPERATURE 2.SIZJNG: • VENTILATION LOAD • ENVELOPE LOAD ·LIGHTING ' I •PEOPLE • MISC. EQUIPMENT -OTHER ·OTHER 1 ·59720 1.5 208 .5 TOTAL CFM (From MECH-4) WATTS/SF #OF PEOPLE (From MECH-4) WATTS/SF Infilteration (Describe) Fan Load COOLING·~ -6 97 74 74 74 I 2897 187 134 114 388 28 196 B (Describe) TOTALS ·I 3944 11 2a31 ) 1r -. 3. SELECTION: A. SAFETY/WARMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from above X Safety/Warmup Factor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-8, EXPLAIN FAN POWER CONSUMPTION DESIGN FAN DESCRIPTION BRAKE HP AH-1 · L25 AH-2 (CEP) 39 * EF NOTE: Include only fan systems exceeding 25 HP (SN §144). Total Fan System Power Demand may not exCNd o.a Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonn,skJtintJal Comp/~ Form *See attac e etter EFFICIENCY MOTOR DRIVE .88 .97 1.21 4772 4398 KBlu /Hr NUMBER PEAKWATIS OF FANS BX EX 746 / (C X 0) - 1 34083 1.4 3962 3920 KBlu/Hr CFII (Supply Fans) 46000 TOTALS 34 11 46000 j TOTAL FAN SYSTEM I POWER DEMAND • 7 4 WATIS / CFM COi. F / Col. G I December 199 1 .. -~ l 11:cR=-0 TSUCHIYAMA, KAINO & GIBSON Consulting Mechanical Engineers Per my conversation on January 15, 1993 with Kevin Madison of CEC (916-654-4044), I noted the following: CEC is proposing a special ruling to exempt exhaust fans for certain laboratory applications. Laboratory projects are generally designed for high air change rates and special filtration, therefore, higher fan power is required. Until this proposal becomes a part of the Standards, the exhaust fans may be omitted in the fan power consumption calculation. ZONE DESIGN COOLING LOAD SUMMARY Location : CZ07 -San Diego, California 04-14-93 Prepared By : TSUCHIYAMA,KAINO&GIBSON 6063092204 Carrier Hourly Analysis Program Page 1 of 2 ************************************************************************ CALCULATION.DATA: Zone Name : CH-1 & CH-2 (FAN COIL'S) Job Name : ISIS PHARMACEUTICALS Cale Time: Aug 1500h Amb db/wb: 91.0/ 68.0 F ************************************************************************ LOAD INFORMATION LOAD COMPONENT SOLAR LOAD GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION PARTITION TRANSMISSION LIGHTING ( 13,800 w·TOTAL) OTHER ELEC. ( 7,237 W TOTAL) PEOPLE ( 94.68 PEOPLE TOTAL) MlSC~LLANEOUS LOADS COOLING INFILTRATION PULLDOWN/WARM-UP COOLING SAFETY LOAD SUB-TOTALS NET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP= WALL LOAD TO PLENUM ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM TOTAL COOLING LOADS 1420 CFM) 4 .9) SENSIBLE (BTU/hr) 31,757 13,047 5,649 30,191 0 46,987 24,677 26,471 91,800 5,239 0 0 275,817 25,732 12,581 0 0 0 314,131 LATENT (BTU/hr) 0 0 0 0 0 0 0 25,564 0 559 0 0 26,122 2,744 0 0 0 0 28,866 ************************************************************************ COIL SELECTION PARAMETERS: COIL ENTERING AIR TEMP. (DB/WB) COIL LEAVING AIR TEMP. (DB/WB) COIL SENSIBLE LOAD COIL TOTAL LOAD COOLING SUPPLY AIR TEMPERATURE TOTAL COOLING CFM (act~al) TOTAL COOLING CFM (std. air) RESULTING ROOM REL. HUMIDITY COIL BYPASS FACTOR COIL APPARATUS DEWPOINT REHEAT REQUIRED = = = = = = = = = = = 75.8/ 62.5 54.1/ 53.5 314,131 342,997 55.0 13,620 13,441 49.7 % 0.050 53.0 deg F deg F BTU/hr BTU/hr deg F CFM CFM deg F · BTU/hr 0 ************************************************************************ GENERAL INFORMATION: TOTAL COOLING LOAD TOTAL FLOOR AREA OVERALL U-FACTOR COOLING CFM/sqft = = = = = 28.58 252.88 7,228.00 0.169 1.88 Tons sqft/Tons sqft BTU/hr/sqft/F CFM/sqft ************************************************************************ ZONE bESIGN COOLING LOAD SUMMARY Location : CZ07 -San Diego, Calif~rnia 04-14-93 Prepared By : TSUCHIYAMA,KAINO&GIBSON 6063092204 Carrier Hourly Analysis Program Page 2 of 2 ************************************************************************ CALCULATION DATA: Zone Name : CH-1 & CH-2 (FAN COILS) Job Name : ISIS PHARMACEUTICALS Cale Time: Aug 1500h Amb db/wb: 91.0/ 68.0 F ************************************************************************ WALL AND GLASS LOAD BREAKDOWN LOAD COMPONENT GLASS LOADS:NE E SE s SW w NW N H WALL LOADS: NE E SE s SW w NW N AREA ( sqft) 260 0 452 0 192 0 0 0 0 544 0 1,480 0 446 0 0 0 TRANSMISSION (BTU/hr) 3,752 0 6,523 0 2,771 0 0 0 0 978 0 3,980 0 691 0 0 0 SOLAR LOAD (BTU/hr) 6,206 0 16,125 0 9,427 0 0 0 0 ************************************************************************ ZONE DESIGN HEATING LOAD SUMMARY Location : CZ07 -San Diego, California 04-14-93 Prepared By : TSUCHIYAMA,KAINO&GIBSON 6063092204 Carrier Hourly Analysis Program Page 1 of 1 ************************************************************************ CALCULATION DATA: Zone Name : CH-1 & CH-2 (FAN COILS) Job Name : ISIS PHARMACEUTICALS Cale Time: Winter design Amb db 34.0 F ************************************************************************ LOAD COMPONENT WALL TRANSMISSION ROOF TRANSMISSION GLASS TRANSMISSION TRANSMISSION LOSS TO UNCOND. SPACES INFILTRATION LOSS SLAB FLOOR HEATING SAFETY BTU/hr SUB-TOTAL NET VENTILATION LOSS TOfAL HEATING LOAD HEATING SUPPLY CFM HEATING SUPPLY AIR TEMPERATURE HEATING VENTILATION AIR CFM HEATING THERMOSTAT SETPOINT TEMP LOAD (BTU/hr) 11,856 20,238 39,776 0 12,326 0 12,629 96,826 60,547 157,373 4,326 95.0 1,420 74.0 CFM deg CFM deg F F ************************************************************************ ,· '1- ZONE DESIGN COOLING LOAD SUMMARY Location : CZ07 -San Diego, California 04-14-93 Prepared By : TSUCHIYAMA,KAINO&GIBSON 6063092204 Carrier Hourly Analysis Program Page 1 of 2 ************************************************************************ CALCULATION DATA: Zone Name: CH-1 & CH-2 (AH-1, AH-2) Cale Time: Jul 1500h Job Name : ISIS PHARMACEUTICALS Amb db/wb: 97~0/ 74.0 F ************************************************************************ LOAD INFORMATION LOAD COMPONENT SOLAR LOAD GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION PARTITION TRANSMISSION LIGHTING ( 25,564 w·ToTAL) OTHER ELEC. ( 30,758 W TOTAL) PEOPLE ( 113.07 PEOPLE TOTAL) M+SC~LLANEOUS LOADS COOLING INFILTRATION PULLDOWN/WARM-UP COOLING SAFETY LOAD SUB-TOTALS NET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP= WALL LOAD TO PLENUM ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM TOTAL COOLING LOADS 58300 CFM) 72 .0) SENSIBLE ( BTU/h,·) 56,564 40,513 6,793 0 2,182 87,039 104,878 31,613 166,330 12,051 0 0 507,963 1,553,428 183,356 0 0 0 2,793,115 LATENT (BTU/hr) 0 0 0 0 0 0 0 30,529 0 10,205 0 0 40,733 1,315,393 0 0 0 0 1,356,126 ************************************************************************ COIL SELECTION PARAMETERS: COIL ENTERING AIR TEMP. (DB/WB) COIL LEAVING AIR TEMP. (DB/WB) COIL SENSIBLE LOAD COIL TOTAL LOAD COOLING SUPPLY AIR TEMPERATURE TOTAL COOLING CFM (actual) TOTAL COOLING CFM (std. air) RESULTING ROOM REL. HUMIDITY COIL BYPASS FACTOR COIL APPARATUS DEWPOINT REHEAT REQUIRED = = = = = = = = = = = 97.0/ 74.0 52.0/ 51.2 2,793,115 4,149,241 63.8 deg F deg F BTU/hr BTU/hr deg F CFM CFM 58,300 57,534 47.3 % 0.050 49.7 deg F 548,367 BTU/hr ************************************************************************ GENERAL INFORMATION: TOTAL COOLING LOAD = 345.77 Tons = 32.70 sqft/Tons TOTAL FLOOR AREA = 11,307.00 sqft OVERALL U-FACTOR = 0.532 BTU/hr/sqft/F COOLING CFM/sqft = 5.16 CFM/sqft ************************************************************************ ZONE DESIGN COOLING LOAD SUMMARY Location : CZ07 -San Diego, California 04-14-93 Prepared By : TSUCHIYAMA,KAINO&GIBSON 6063092204 Carrier Hourly Analysis Program Pag'e 2 of 2 *************************************~********************************** CALCULATION DATA: Zone Name: CH-1 & CH-2 (AH-1, AH-2) Job Name : ISIS PHARMACEUTICALS Cale Time: Jul 1500h Amb db/wb: 97.0/ 74.0 F ************************************************************************ .... WALL AND GLASS LOAD BREAKDOWN LOAD COMPONENT GLASS LOADS:NE E SE s SW w NW N H WALL LOADS: NE E SE s SW w NW N AREA ( sqft) 462 0 946 0 254 b 0 0 0 341 0 992 0 220 0 740 0 TRANSMISSION (BTU/hr) 11,262 0 23,060 0 6,192 0 0 0 0 1,093 0 3,477 0 546 0 1,678 0 SOLAR LOAD (BTU/hr) 14,030 0 31,428 0 11,106 0 0 0 0 ************************************************************************ --: ZONE DESIGN HEATING LOAD SUMMARY Location : CZ07 -San Diego, California Prepared By : TSUCHIYAMA,KAINO&GIBSON Carrier Hourly Analysis Program 04-14-93 6063092204 Page 1 of 1 ************************************************************************ CALCULATION DATA: Zone Name : CH-1 & CH-2 (AH-1, AH-2) Job Name : ISIS PHARMACEUTICALS Cale Time: Winter design Amb db 34.0 F *****************************~****************************************** LOAD COMPONENT LOAD ( BTU/hr ) ------------------------------------------------------------------------ WALL TRANSMISSION ROOF TRANSMISSION GLASS TRANSMISSION TRANSMISSION LOSS TO UNCOND. SPACES INFILTRATION LOSS SLAB FLOOR HEATING SAFETY BTU/hr SUB-TOTAL NET VENTILATION LOSS 11,282 0 74,956 3,360 19,764 0 16,404 125,766 2,547,622 -------------------------------------------------.---------------------- T01AL HEATING LOAD HOT WATER TEMPERATURE DROP ZONE BASEBOARD WATER FLOW VENTILATION PREHEAT WATER FLOW TOTAL WATER FLOW REQ'D HEATING THERMOSTAT SETPOINT TEMP 2,673,388 40.0 deg F 6.33 gpm 126.20 gpm 134.53 gpm 75.0 deg F ***~******************************************************************** .MECHANICAL EQUIPMENT. SUMMARY . . MECH-3 1S1S PHARMACEUTICALS C ING EQUIPMENT' SYSTEM MAKEAND DESIGN OUTPUT NAME MODEL.NO. K (BTU/HR) DESIGNCFM CH-1 Larrier 30 GT 280 3,240 46720 CH-2 II II 110 1,158 25980 AC-1 ' fij£rbrli 150 4200 ' -· A TING EQUIPMENT' SYSTEM MAKE AND DESIGN OUTPUT NAME MODEL.NO. K (BTU/HR) B-1 2~50 kaars 1960 B-2 II II 1960 AC-1 Carrier 185 iun 014 1:~ 3, ]993 RA TED EFFICIENCY UNITS ALLOWED PROPOSED COP 2.5 4.0 COP 2.7 3.9 EER 8.5 8.6 RATED EFFICIENCY UNITS ALLOWED PROPOSED Combustio1 80% 80% Combustio1 80% 80% EER 8.5 8.6 ECONOMIZER IYINI DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD ..._ ___ __._ ____ ..,1 '-----------J' '----1...--..--"------' Nonresidential Comptiarica Form December 1991 MECHANICAL VENTILATION . . MECH-4 PROJECT NAME 151S PHARMACEUTICALS SYSTEM NAME CH-1 & CH-2 (AH-1, AH-2 Fan Coils) I NOTE: Provide one copy of lhls form for each mechanical system. DATE Ma MECHANICALVENTILATION · 00 [ID @] [Q] [ID [E] [ID [H] OJ Q] AREA BASIS OCCUPANCY BASIS REQ'O. VAY MINIMUM CFM CONO. CFM MIN. NO. MIN. O.A. DESIGN LARGEST DESIGN SPACE AREA CFM OF CFM (MAX.OF SUPPLY MIN. MIN. NO. s PER SF BXC PEOPLE EX15 DORF) CFII CFM CFM CH-1 18,535 .15 2780 208 3120 3120 59,720 IRl TRANS- FER AIR 1-,.-----J t-----+----+-------1 ~---+----~ ~-----11-----1 1----+------i '---A- TOTALS (FOR MECH-2) __ II_ - l~I Minimum Ventilation Rata par Section 2-5321, Table 2-53F. Based en Expected Number of Occupants or at least 500/. of Chapter 33 UBC Occupant Density. Must be geatar than or equal to G, or use Transfer Air. If zone reheat or racool Is used, I must be laaa than or equal to H X 0.3, or less than or equal to B X 0.4, or laaa lhan or equal to 300 CFM, whichever Is larger. Q]K Must be kiss than or equal to I (If applicable), but no less than G, unless Transfer Air (K) Is used. !JS] Must bageatar than or equal to (G • H), and, tor VAV, greater than or equal to (G. J). Nonresldentisl Compliari<» Form i. . . ,. ECHANICAL VENTILATION-MECH-4 PROJECT NAME IDATE May 3, 1993 f-=-=-----------------------------------'----'--'-'--------~:---ISIS PHARMACEUTICALS SYSTEM NAME AC-l l~ , l NOTE: Provide one copy of this form for each mechanical system. MECHANICAL.VENTILATION · [!j [ID @J [Q] !ID [f] [fil [ill AREA BASIS OCCUPANCY BASIS REQ'D. COND. CFM MIN. NO. MIN. O.A. DESIGN SPACE AREA CFM OF CFM (MAX. OF SUPPLY NO. s PER SF BXC PEOPLE EX15 DORF) CFII AC-1 2000 .15 150 100 1500 1500 1500 TOTALS (FOR MECH-2) __ 1_1 _ Based on ExpectQd Number of Occupants or at least SO°/. of Chapter 33 UBC Occupant Density. Must be greater than or equal to G, or use Transfer Air. [I] QJ VAY MINIMUM CFM LARGEST DESIGN MIN. MIN. CFM CFM I Minimum Ventilation Rafa per Section 2-5321, Table 2-53F. If zone reheat or recool Is used, I must be less than or equal to H X 0.3, or less than or equal to B X 0.4, or less than or equal to 300 CFM, whichever Is larger. QJ Must be less than or equal to I (if appllcabla), but no less than G, unless Transfer Air (K) Is used. [Kl Must be greater than or equal to (G • H), and, for VAV, greater than or equal to (G. J). NonresidentiBJ Compliance Form 00 TRANS- FER AIR t \ ISIS PHARMACEUTICALS August 4, 1993 Pat Kelly City of Carlsbad 207 5 Las Palmas Drive Carlsbad, CA 92009-1576 Re: Polypropylene Double Containment System for Building 2282 Faraday Avenue Dear Mr. Kelly, Isis Pharmaceuticals is submitting copies of the correspondence and data sheets for the polypropylene double containment piping system. The piping system will be used for waste that is generated by the synthesizers. The waste system is a gravity fed system and is not under any pressure. The waste will be generated intermittently and will not be stored in the piping system. If you have any questions or comments-please contact me at (619) 431-2369. Sincerely, /J Jl ~~ Doug Silveira Project Manager Carlsbad Research Center 2292 Faraday Avenue Carlsbad, CA 92008 619 A 931 A 9200 FAX 619 A 931 A 9639 JUL 28 '93 12153 RYA-1 HERCO FROlXJCT R'A-EIM Hz-. Kurt Beger KrN8!l'IC 81:B'J'SHI, rnc · l3165 Al~on Parkwlly, un.tt ·, :Irvine, C11 9.J7l8 . H,:. Seger,. DF:o _,....,~nstructfi· 1·, \..,V _. . J.UL 2 8 199~ RECEIVED.· aa,1.u1y93 . . You requf'#Qt:ed · my recouendatton ror a pi>lypropyJ.(tne double· containment sy6teJII ror ISIS' balogenatad and aqueou• 11,nta draJ.n•ge ; sy11tfi111•. :l reaOlllM~4 POl,Y-FLOWLINBS for both syst41JS. ~- POLY·PLOftlLINSS, be.adquartared 1n: Sun Valic,y, CaJ,J.f,;,rnia, provi.des a co11pJ.ete, prO'VfJn, lealc-detect«ble p.J.pe and :tJtting system. Hanu~aature o~ the butt Luaion Joints i• controlled by a co,iputor-dr-ivon-~uai.on 1u1chine that deareasell weld t1.me and vastl:Y iacrea••M weld relJ•biJjty. · 'l'h1s p1.pe syst&Jlf i.s aJrelldY J..n ~1.twleail op11r11.tion at IBIS PHAR.HACBWICAL, CARLSBAD. R11ndy Seckw.:l.th, IIY rflpre11•ntat.:l.ve at Ryan Herao Saa Diego, has Don~aated Carlsbad insp0ctors Pat· Kelly and N11r ca•ero, As o~ l6Jun.el3, they stated tbat tbey llfHJ nc, problem '11:I. th .I. ts gai.n:l.ng cJ.. ty approv11.l again. current POLY-Fll)WL~NBB u•~r• Jnolude: ISIS PIIARHACBU'.tICAL, CARLSBAD, CA .. CAL BIOCHBH1 BAN D1BOO, CA. LA '10LLA CANCBR RBSBUCII CJUn'SR, LA JOLLA, CA,. · 'l'BLIOS PHARHACEU'l'ZCAL, 8AN DIBGO, CA. IDEC PHARHACSU!l'ICAL, BAN DIBGO, CA. Plea•e aont•at •• wh•n~v•~ I ~ay be oL as•istanae. Best regards, 1u/St~ Fred Bt.AlllOUr Territory Rsprea•ntatjve Rprt liel'C9 fl~ CO'P(l~fl 1901 Chrit LaM. A!$elm. CA $~0-05 • (714) 937•1141 • FAX ('71"} ~65--1614 8•~ Cent•.-.J'NllnlhaUMs: Albuel(Jefquo. Anaheim, Austin, Sutbank, Carson. Daltue/Ft. Worth, Houet¢n, Oakland, Ontario. Portland, San Diego. Sao Jose. Seattle, Tempe 3 NI m.lI I S)f 1'9L!.0LL1>tl :i': t0 J:1765 Alton Pnrkwily • Unit F • Irvine • Californin • 92718 (714) 770-7364 • PAX: C7l4> 170-7416 CITY OF CARLSBAD BUILDING DEPARTMENT KINETIC SYSTEMS INC. rs l\EQUESTING CITY APPROVAL TO USE POLY-FLOWLINES SYSTEM FOR THE UNDERGROUND HALOGENATED AND AQUEOUS WASTE SYSTEMS ON THE IS:t'S PHAlUIACEUTICAL PROJECT IN CARLSBAD, CA. WE HAVE ATl'ACH.1'1> BAC:KGROUND INFORMATION ON THIS PRODUCT. POL'V•FLOWLINkS rs CURRENTJ.,Y IN USE A'I' THE ISIS FAClltlTY, 3NIO~I IS)! . I ! ·. I I . .~- Z0 3Nlfl~I 15)! 7?fy&1-_ - Ryan Herco Products Corpqr1111on ~ 2'7--·':i5ff 1901 Chris Lane, Anahalm, CA 92805 (714) 937-11~1, FAX {714) 385-1614 .. :-.·-.. ,_,.,._-~:·,:.-•• ._,,....,#:r.ir''-"'<> ____ _ .... 1'9S:L0LL1>1L :i': OSHA Review Fcdcra.l Occ:11patlo1U1l Safety Hc•llh Admlulstr11tiou {OSHA) regulations in 11tle 8 Group 16• do not spedffcally mandate double oontainment plpf ng, However. whenever toxic; or hazardous liquids arc used1 •engineering oontrols which provcnt harmful exposure• are n~. Double contairtntent piping is often considered preventative as welJ as th:ative in OSHA reviews. Spc<:ifically, Section 5140 Article 107 covers hazardous materials including those •having a probability to result in injury. illness. · loss of function. or risk of producing advenia health effects", Toxic ntaterilll, a{l! those "in concentration or amount which exceeds the .applicable !imit eatablhihed by a standard. such as . Section 5155, S208 and 5209 or, in the absence of an applicable standard. which has the capacity ta produce pcrson,J injul)' or illnC$$ to persons through the • ingestion, inhalation or absorption through any body S\U'face'. In Section 5163, any spilli or "reasonable anticipated leaks" of corrosive or heated fluids must safely be drained away from employees. PoLY·Fl.OWUN& double containment piping satisfies this reqidri;ment completely, EPA Review The Eufk'oq1q4;11W ProtedfoR Agflley (EPA) of the federal gOVernment has taken the lead in dealing with existing environmental damage and attempting to prevent future contamination. Leaking underground storage tanks were quickly identified as the biggest pl'Oblem. Therefore, most of the early and cummt regulations wcco based upon underground 11torage tank (US1j technology and tanlc apcclfic haurcli. Piping which connects to a UST however, must .al$0 meet the code of th<: tanks. Extradiona from «ilevant UST codes follow next to provide an overview, A, Under the RCRA cod~ piping is specifically required to be double contained when 10% or more of its to~ volume is below ground. This .Is true evtn if it has no tank attached. Tho EPA requirements for double containment are ~fically listed as minimum i;tandardii. putting the buroen on the owner, designer, and imtAJler to decide on the appropriaten~ of an installation. Any state or local regulations enacted.must be equal to or stronger in protection; lower standards are prohibited. All enforcement is administered by too states w:ith regards to 11-nderground piping and tanlci, B. The EPA has different rules regarding hazardous substances and hat.ardous wastes. Hazardous substanees. when stored or piped undcrg«JLmd, must be secondarily contained with a barrier of some lcind to pt'CV(!nt leakage. The options include double wall piping as well as a fully lined zone surrounding the pipes. All piping 14 £0 3Hl(l~I IS)f 1>9£L0LL1>TL :Z must be protected from c;:orrosion and monitoring for leaks between the'walls js also required. For hazllfdou.-i wastes; the installation as wefl as the design must be Qertified. Actual secondary containment, not just an eictemaJ barrier, is necessary. Even above ground installations must have daily inspection. The intent of the federal laws f.9 two-fold. ~abge is to be prevented. but the awlgnment of blame and financial rcspon5ibility is the primary goal. Therefore, a series of actions must be taken if a leak or. •rcJcasc• occun;. Filllt, the release mu11t be 00nfumcd. The4 it must be stQpped and notifietltfon made to the proper authorities. If an Cllplosion or fire hazard is caused by the leak, that must be countered. After these mandatoiy-actions, then the next activities may be required depending upon the local or regional code$. Contamination analysis of soil or groundwater assessment may'be .requlced. Goals will be set by the local agency and public notice and/or hearings may be necessary, A plan to ex>rrect is typically submitted for modification or approval and finally this plan is put into effect, Th.e tlnanciaJ ieiiponsibility rules by the E'PA are UC extensive. requiring a w:ide range of potential rot1fx to be guaranteed. The costs of future closing of the plant must be calculated. The owner must pnms they can cover third party bodily injury and property damages. ' City Code Review The City of Palo Alto1 California has enacted into its Hazardous Materials Storage Ordinances a scm of sections which llt'e identical to many city codes nationwide. 17.04.040-1 & N 17.04.040-K 17.041.040-L 17.12,020 17.12.030-B & C Definc:a •pipes" in relation to storage. Defines requf red compatibility with the hazardous material. Definet sec:ondacy containment, Mandates complianoc for new cotLstruction and !eq\1.U'e$ monitoring for leaks into the 8'lCOndary containment. Recommends visual' monitoring but allows for pres.sure, vacuum or other methods for testing of secondary oonta.irunent piping. for lou1 t be . I all ,und ill to 1ciaJ s of :Qr$. t be tics. cu, om, pon s of oats d/or :ally this also !Ito lant can .es. I its of l(lea :nt. ,ew ng llm of ' ). 1>0 17 .04.040 Definitions: (i) "Pipe," means pipeline ~em5: which are used in- 1,0JUtection with the ato~e of hazmdous materials c;icclu11ively within the confines of a facility and which are not intended to transport haiardous materials in intel$tatc or intrastate commeroe or to transfer hazardous materials in bulk to or from a marine vessel. O) "Prlaiacy containment• means the first level of containment, i.e. the inside portion of that container which comes into immediate contact on its inner $\IJ'facc with th~ hazardous material being contained. (k) "Prod11ctetlght" means impervious to the hazardous matcri.-J which is contained, w as to prevent the seepage of the hazardous ma.tcrial from the print~ cionwnment. To be product-tight. the container shall be made of a material that is not jrubject to physical or chcnucal deteriorJtion by the hazardous material being cont~ed. (1) -secioudaty ccml.alomcnt" means the lC\'Cl of containment external to and tieparata from the primary containolent. (m) "Slagle-nlled" mean$ c.onstruction with walls made of but ono thickness of material. I...am.inated, coated, or clad materlals shall be considered as single-walled. (n) ~storage tadllty" means any one or c:ornbination of tanks. IWllps, wet floors, WMte-trcatment facilities, pipes, vaulU or other portable or flxed containeni, used, or dflSigne<l to ~ used, for the storage of hazatdous materials at a facility. 17.08.010 Materials regulated: The materials regulated by this title ahall oonsist of the foUowing; (a) Any material listed as a hamdous material or hu.ardous and/Or extremely hazardous waste in Sections 66680 and 66685 of Title 22 of the C.aliforn.ia Adminiatrative Code, 11$ amended, whether $uch material is stored in waste or nonwaste form: or (b) Any material which is listed on the list of Environmental Prot~ion Agency {EPA) pollutants, 40 Code of Federal Regulations, Section 401.15. as amended, or (c) Any material which is classified by the National Fire Protection Association (NFPA) as either flammable liquid, a aa8$ II combustible liquid or a aas1 JIIA combustible liquid: or (d) Any material whlclt Is listed by the Director of the 3N10~I IS>! 1>9£L0LL1>TL 2 Department of Industrial Relations 1n Title 8, Cdifornia Administrative C'.ode, ~ion 339, as. mended. 17.12.020 New storage facilities: " ~ (a) No person, finn or corporation ahall o;,nstruct or wWl any new storage facility until a permit or approval has been iAUCd J)W'SUffllt to thn. dtlo. (b) MouU.orlng C,.pabUltf. All new atoragc facilities intended for the storage of hazardous materials which are liquJda or solids at standard temperature and pressure (SiP) shall be designed and constructed with a monitoring system ~able of detecting that the hazardous material stored in the primary containment hu entered the accond;uy contafmnent. Visual inspection of the. primary conrainment is the prcfentid method! however, other means of monitoring may be required by the fire chief. Where teCOndaty QOnta.irunent may be ,ubject to the intmion of water, a Ul.CaJlS of monitoring for such water shall be provided. Whenever monitoring devices are provided, they thall, where applicable, be .conncaed to attentio11-gettirlg visual ,nd/or audible atanns. (c) ConC,llloment Requlremeats. Primary and secondary levels ol containment shall be required I.or all new storage facllitics intended for the 11torage of hazardous materials which arc liquids or solids at 11t.andard temperature and pressure (STP), unless specifically herein exempted by the fire chief. (l) All Primary containment sh.all be product-tight. (2) Sc:<»ndary containment! All secondary rontainment shall be constructed of materials of sufficient thickness, density, and oomposition so as not to be e.tructuwly weakened as a result of contact with the dischugcd h~ materials and so as to be capable of containing ha:w(tous matcrial5 discharged frorn a primary ex>ntainer for a period of time equal to or longer than the maximum anticipated time 11Ufficient to allow reoovery of the discharged haurdO\lS material. 17.12.030 Existing 11torage facilities: (b) Monitoring under such plan $hall inclllde visual inspection of the primary (X)ntainment wherever practical: however, if the visual .inspection is not practical, an alternative method of monitoring each storage facility on a semiannual (monthly for underground storage tanb storing any h;u.ardtlus 15 . I ~ . i I J substance other than mot.or vehicle (lie! as thOf;e terms arc defined in Chapter 6.7 of Omsion 20 of the California Health and Safety Q,de)i or more frequent basis may be approved by citf. (o) Altemativo methods of monitoring ln.clude but cl~ not Umited to: " 16 S0 (1) prcaure testing. vacuum tcttutg or hyd~tatJe ~ of piping s,stemt or undetgtound storage t!Ulk•. 3HirHfI IS)I r - tl:ll t6/0t/.l0 FI1TING DESCRIPTIONS All pipe is run from known quality resin. A single vendor, Hoechst'...CClanese suppl~ alt natural and btadc polypropylene; while a single vendor. Sol\lay, supplies all PVDF. Fractional melt grades are utilized during both pipe and fitting m~ufacture to assure proper field ~lding. All pJpe is imprinted with the date of manufacture every three feet: Every thlrd lellgth of p~ (evecy mty feet) iii nw•n~ with dial indkating calipers. Measuremcntl are taken to verify the wall thickness uniformity, outside diameter, inside diameter and conoentriclty. Measurements arc made at both ends. Every 100 feet, a short sample is taken off the line and subjected to ll de$tructive uver-pre$SUrlzod test. Every two hours a short sample of pipe. which is imprinted with the date code, is taken off the line and marked with the time of manLJ.facture. These um.plea are 1to~ n u1ifa.et1 of tho pipe for several month11, typically until all of that Jot has been installed and successfully put into service. The dimensions shown are for polypropylene. PVDF fittings are slightly IIDl&llcr. 00 Pipe A - 8 18 90 3Nin~I IS)! ' ,',•·11~1• .r u,", 1 1 I' 1111. ; !,:j•I , , • : . ,· ... . .,. . ,• .. •· . ··. •• 1,: 11' • j,•t I Descriptkm: POLY-Ft.OWUNBS pipe is Q;tfuded as a sing.le homogeneous structure, This patented configuration providea a strong, Ji~lght integral double containment pipe. The inner ~d outer pipes arc held in co-axial alignment by pennanent ribs. ThC1!0 ribs dlatributo any load from potentinl differential thermal expartsion and contraction, preventing linear movement. 1'9£L0LL1'TL ::Z r ' ~ ' i I I , ! .. • 01 Tee 10 »j,e 1 Combination 1 ffye & 45 FI'ITING DESCRIPTIONS .,;,, : I •i '• 'I' i I Description: The tee provides a 90 degree Qutlet connection point which can be adapted to a wide range ot uses. The innet and outer walls t«mioat• at the same distance from the cclltertine of the tee so as 10 allow both walls to be melted at the same ~-Thfs ensqr:cs identical Integrity for both fusion jointa. Tho n'bs, which separate _the inner and outer -walls, are cet back from the joining plane to ~°* JiqlJid to flow oompletely ll!Ound the di~eter of the space botwccnilic~. • ' • , '1. I • f f • ; 1 I • , • ' 1' ~' I •I. ' I : . . . Descripticn.-A ;tye fitting provides an outlet connection at a 45 degree angle later~ to tlu, orientation of the pipeline. All F'LoWUNBS standard featut-es are maintained in this fitting. It is available prlmarity in larger sii.ea where most applications ,re for drainage. • • 4".1l•••·t(•1', ' ~! :.r • .. J: l•I,• :,, , u: f • • : : ! .·,. . ~ •. .\. . I\ !,• I ' • • • • ·., j ( Description: A 45 degree elbow a factory fused onto the outlet of the wye. This achie-vca a 90 degree sanitary tee configuration. allowing a potpendicular branch to the main line of the wye. All Fr.o~ 1u.ndard feature$ arc maintained in this fitting. 19 L0 3NI1HfI IS)I t,9S:L0LLt>TL :Z Fl1TING DESCRIPflONS 02 90 Degree Elbow j· A -·j ~---,--3 L~.-LJ 03 45 Degree Elbow C r 22 Long Sweep 90 -r'f Be ., ••• -·-·. -.... ·-. t ;, . • 11'il:!(0 I I I• ··,j1;11:111:l!'•I ! , •• , .• ,. •I I ' I ' ' i I, •ft:,_• 1 I t .' 0 , f•" •,: (1,,-,, I' ,' , • ' , ,.~-,!fl. ., ,. Description: A 90 degl'te elbow fitting provides a meMS lot piping around a QOrner while maintahrlng all of the ,widard ~tures of the PoLY· FLOWUNFS system. The desf gn of the fitting is a squarc elbow, not a sweep elbow. : . ','1lti(:J 1;:I•: It, :l •·,!.'1:..ui ' ',lp· :J•l• • I . , . ' .,,, ... , . .... .. •!'' •. • ... .•• F,I '. I I' •:t' , : • I Descrip(wn: A 45 degru elbow fitting provides a anethod to tum a. c::orner or 45 degree$, or to amiemblc a 90 degree turn with a wide radius by using two 45 degree elbows. All of the standard fcaturcs are n1aintainoo. r -•·• • · • l 1 Jt",l:lt:J!·,l' :11,,t~l•!·•'·;a.:· 1 ',,,,,, 'JI •',,, I • , ', •' • •,1 •., :.. ; ••. • ... t,. • •. • .• , ,.c. . •' 1 ·,, ...... . . . . --_j I D,scription: A_.:J-· Lone sWtep ·90a are factory assembled from a pair of FLoWUNBS 45 degree elbows. They -1low for less turbulent right angle turns than tho molded 90 degree clbowli as de$Cribed above. AD of the &tandard features arc maintained. 20 80 3NIO~I IS)! 1'9S:L0LLl>TL :Y: r { --04 i l I - 0 • ' . . .. - of by U'C - ES 1111 he 04 Female Adapter r ,~ '1 60 3H!rHlI !S)I FITIING DESCRIPTIONS ·. I • t\,l:1( !(-.,:: 11• : ·! •:·· flt •.f•I !I I .. ', I' ' I • •• 1 • I .. , : I ' Description: The kuude ad.pter fitting proYidei a means where a standard Iron Pipe Size female thread can be attached to a fOLY- Fl.<>WUNBS fitting or section of pipe. On one end is the female thread, on the other is a pair of eonccntric rings which match the nominal pipe and fitting diameteni so as to I» readily fused in place, 'l'hc body of the female adapter blocks the serondacy Buid ~!'SC when in.Wied ontQ any fitting which allows ~ion via both the Inner and outer cavidC$. Description; h an cwnptc. if a female thread is desired when a gauge is to be ln$talled. the female adapter is first fused onto tho PoLY• FLoWUNBS pipe or fitting. A standard pipe bushing can then be screwed Into the female adapter and the gauge f.nstaDed into the buahtng. f' The lron Pipe Size (I.PS) Adapter provides a mean$ to connect a P<>LY-Fl.OWUNB.t; double wall &)'l'tcm to mt American 1tandard socket fusion single· wall pipe. For socket c:on~ns to me~ric systems, see 18 Mt:Jric Coupling, 21 1'9£L0U. t TL. ::Y: l(}a .er ny ,,.. ~ to IOI if ted 14· an ,ed •nS, for me the ter 1de '}be integrity of a double cont.ainm.ent piping system Jll'U$t be mainblined. throughout. The t~ation of a br,nch or main line is. M ~lion. Parti<:ular hlWlfds mar exist if a quick closlng valw, ( one with a cyde tune of Jcu than five s«.<inds) is in close proximity to iJic end of a line. Therefore, the use of a single wall test cap is not acceptable as stand~ractice. The ·test cap is desJgned for &yStent tooting ofily. or capping a line w~ ~ndary containment i$ not required. such ti in a 1wct room". The mQtallation of an outer wall ,d11pter immedl;ttcly before a test cap will &Cal off the primary carrier, and the test cap will fta1 off the annular passage, The acceptability of using a blind flange to tenninatc a pipeline is subject to tome interpcctation, While it providei only a dngto piece of zn.ateri-1 .a the barrier to tM working fluid, its th.ick:- nesa will make lt the most secure part of the S)'l\tern. I-lowevu', ft does utilize double o-ring !leals, one for each fluid cbJmbcr, which meets the letter of moet local codel, ~ FIGURE 4 ;·:·. · ... .~ . HOW TO TEST A NEW lNSTAU.ATION The testing of an inst:allation of a PoJ,Y-FLoWUNES double containment piping aystem shall be perfonned as dir«:ted by the local Administrative Authority within the general framework of Section 318 of the Uniform Plumbing Code or by other methods which it deems a~ propriatc. This product is not designed for use with <nmpfflJl!ed gasses in excess of 15 psi and under no clrrumatanocs should 15 psi be~ for gasses due to the kinetic storage ~pability of both gasses and plastiai. AI. much as practical, it is recommended to construct and tC8t piping systems in sections which can be independently tested prior to final mounting and <:omplete ~tcm pressurlZ<ltion, These sections should be fitted with POLY·FLOWUNES flanges. POLY-FI..ow- llNBs flanges can then be fitte.d with adapters which will allow independent testing of tho inner and outer pipes. Test caps may be installed on the ends of pipelines or sub-~mblies for test purposes. Test caps close off both the inner and outer pipes, but you mu$l precede them with an outer wall adapter for true double containment capping, For non-segme-!1ted systems, the outer wall adapters and cclated fittmgs used for the monitoring of the security of the system can be utilized for test purposes ... Firs~ dose off the PJh-assembly at one end with a blind flange. Next, MSCmble a two wa-, test flange, ~ Figure S. Weld on a tee to either a flange or an o-ring flange. Weld an outer wall adapter onto one branch of the tee; aitd to that weld a female adapter. This wi11 provide a threaded connection to the outer wall of the sub-5ystem. Fuse on a female adapter to the remaining branch of the tee. This will provide a threaded con- nection to the primacy pipe. To test the prlnwy pipe, close off the f!C(:Ondary port with a pressure gauge. If the pressure does not hold for the duration of the test in the primary. and the pressure doea not me in tho secondary, then the leak is at ,n IIC0C88 port. Suspects include all outer wall ~ten. female adapteis and mctm couplings. To test the ~ piping, pt~ the static gauge on the access port to the inner (primary) pipe and pressurize the outer (&e00mhuy) pipe. For testing large diameter projcc:ts, a blind flange can be field modified to allow independent roMections to the in~r and outer piping. FIGURE 5 'lwo-way Test Flange When trying to locate a leaking weld prior to cutting out a suspect, standard audible detect.ors can prove of significant value. However, visual inspection of the outer weld i11 probably the fastest method tor field use. The most lilcely cause of a bad weld is a joint made with crooked cut pipe. A square cut pipe is very unlilceJy to fuse incompletely, while it is nearly impo$Sible to seal both the primary and secondary with a sloppr cut. Afi the joints are made, inspect each one for a complete double roll back weld bead. 35 AutoWeld 400 i&IW 7 ~ POLY-FL.OWUNES AuJoWe/d 400 automatw butt welding machine. 1. Upper Clamp 2. Lower Clamps 8. Kcypnds 9. Toggle Switch 3. Left Table 10. Insulated welding plate stand 4. Right Table 11. Welding paddle 5. Round Black Safety Switch 12. Welding paddle handle surety switch 6. Power Switch 13. Handle grips 7. Display Window 78 COUNTY OF SAN DIEGO HAZARDOUS MATERIALS MANAGEMENT DIVISION UNDERGROUND HAZARDOUS MATERIALS STORAGE TANK FACILITY PERMIT APPLICATION I PART! I GENERAL PROJECT INFORMATION B. PROPERTY OWNER: Assessors Parcel No. 2\'2. ~oc..l• 3~ Company \<o\~ YHAl?:roA<::£(,)Tlc,--,l,...'S 1 \t.Jc-. Contact l> ovc. S ,,_v,c-, ""-""' Mailing Address -:Z.'2..C\Z. ~eB:ACl&::f A..sel\luE. Oly CA.et.;;,~9i> Zip ____ ~_z._,_o __ i ____ -1 Fbone (C..lt\) ':lrA\ ·c.}G.q 24 Hr. Emergency Contact 1:>oS:tc. £ \L.VJ:=r\Q.:A C. TANK OPERATOR: Company \-E:.\.'S '?t\:A~AC£S:?TlS-IA.'-:S, Contact \Jouc,,. S,11 ",,:::' ~A Mailing Address '2.'2.c::\.'2. f:1AQ..AfH:d Yiu-E.r.:10:: Oly ~'s>ie,S> Zip _C\_._'-_\_o ... :is _____ 1 Rione ( «..1"') '1. ~\-,:i '-q D. CONTRACTOR: Primary Contractor U\>'2 c_!2N S.J; ~S: ~I,~ Contact ~.o..TT\ t:--,,...:z. ce <£ ~ b i.ec:.o Mailing Address <, ~3?. C.e.e eN1 .. ,.llS::)d 1)~1.ve. *' OD Oly f.Ah;S.,Y.,.E:) Zip Ci"Zt l.-? Fbone ( c.. tct ) -.:5".:t-, -, o"'l o State Contractor License Worker's Compensation Insurance Company E. APPLICATION SUBMITTAL, PLAN APPROVAL, PERMIT ISSUANCE, AND REQUIRED INSPECTIONS Submit three (3) copies of this application package. including plan drawings. with the required fee to the Department of Health Services. Hazardous Materials Management Division. 1255 Imperial Ave .. San Diego, CA or mail to P:O. Box 85261, San Diego, CA 92138-5261. Checks should be made payable to the County of San Diego. A permit will be issued by the HMMD upon review and approval of the application and plans. The required fees must be submitted with the application package. Information in addition to that presented in the application package may be needed in order to obtain final approval. No work is to begin on the proposed project until a permit has been issued. The reqt tired inspect!ons cannot be c,cheduled until a permit is issued. Once the permit has been issued, it is the responsibility of the permittee to notify the HMMD at least two (2) working days in advance to schedule each required inspection. Construction stages at which inspections are required are indicated in each subpart of this application form (i.e .. Part II.III IV. and V). OHS: HM-915 (9/90) F. PROJECT WORK TO BE COMPLETED: COMPLETE FEE CODE Check Applicable Box APPLICATION TABLEG. .PARTS D Installation/ Construction of new tank(s) only I &ll l (without closing any existing tanks) D Closure of existing tank(s) with installation of new tanks (tank replacement) I, II & III 1&2 0 Closure of existing tank(s} with no I & III 2 new tank installation -O Interior coating/repair of an existing I&N 3 underground storage tank D Reptpe/p1pe-repa1r of an existing I&V 4 underground storage tank facility D Installation/Construction of vaulted tanks VI 5 G. FEES: The fees shown below cover plan revtew, plan re-revtew and approval, the required field inspections and the first year's operating permit fees. Use the appropriate Fee Code as determined in Section F above. :-----. FEE CODE ., ( \ Installation fee for fir tank $600. 00 Fee: $ <.:, 0 0 '2.!:' Installation fee for each ~nal tank '5.d. X $100.00 Fee:$ Establishment Base Fee $160.00 (Applies to establishments not currently under pennit With Fee:$ 1 HMMD) Operating Permit Fee per tank No. __ x $120.00 Fee:$ (Does not apply to replacement tanks if the existing tank to be replaced has paid current operating permit fees) State Surcharge per tank No. __ x $56 Fee:$ Plan Re-Review $200.00 Fee:$ 2 Closure fee for first tank $375.00 Fee:$ Closure fee for each additional tank No. __ x $50.00 Fee:$ Plan Re-Review $200.00 Fee:$ Repair/Interior coating fee for first tank $600.00 Fee:$ 3 Repair /Interior coating fee for each additional tank Fee:$ No_. _x $100.00 Plan Re-Review $200.00 Fee:$ 4 Repipe/Pipe-repair of an existing tank facility $600.00 Fee:$ Plan Re-Review $200.00 Fee:$ 5 Consultation fee (e.g. vaulted tank: rnin1rnum 2 hours) Fee:$ __ Hoursx $80.00 TOTAL FEE:$ I. PERMITS REQUIRED BY OTHER AGENCIES FlREDEPf. ____ AR:D _____ BI.DGDEPr. ___ OTHER ___ _ Provide copies of approved applications from these departments and others if needed. DHS: HM-915 (06/91) 1-2 COUNIY OF SAN DIEGO HAZARDOUS MATERIALS MANAGEMENT DIVISION I PARfVI I APPLICATION TO CONSTRUCT A VAULTED UNDERGROUND STORAGE TANK FACILITY A. TOTAL OF TANKS TO BE INSTALLED B. TYPE OF PRIMARY CONTAINMENT TANK NO. MANUFACTURER COMPOSITION 'Z C. TYPE OF SECONDARY CONTAINMENT r-7 CONCRETE VAULT ~ CAPACITY AL W Other, briefly describe °uo<.J~U;..h w Au e-b TPtN.C..S D. TANK LEAK DETECTION SYSTEM STORAGE MATERIAL [LI Visual monitoring of the primary and secondary containments ( NOTE: All exterior surfaces of the primary containment including the floor surface must be monitored by direct viewing.) GJ Other. briefly describe E. TANK PIPING MATERIALS AND CONSTRUCION PIPING TYPE PRIMARY CONTAINMENT SECONDARY CONTAINMENT PRODUCT VAPOR. VENT, FILL F. TANK PIPING LEAK DETECTION SYSTEM Leak detector on pressurized line D Manufacture.__ _________________ _ r-7 Continuous mon~, y.rithin. th~econdary containment LX..J Manufacturer ~LJ'Y/t'... I e..q_- D Other. briefly describe DHS:HM-915 (5/91) VI-1 .. '# G. TYPE OF PRODUCT DELIVERY/ FllL SYSTEM( CHECK ALL THAT APPLY) D PRESSURIZED D FUEL OIL SUPPLY (FOS) D SUCTION D FUEL OIL RETURN (FORJ D REMOTE FILL GJ Other, briefly describe '2eeeh"\"'::1 l=!:,s;>\+) H. TANK SPILL /OVERFILL PREVENTION SYSTEM GJ w D D Automatic Shutoff device Maufacturer _________________________ _ Product Level Sensing Device with High Level Alarm Ball Float Valves on vap9r and vent lines Other, briefly describe _______________________ _ L ATTACH 'IWO COPIES OF PLANS SHOWING THE FOLLOWING: 1. Location of all existing and proposed structures (generator, boiler, etc.). 2. Location of all existing underground tanks and piping. 3. Location of all proposed tanks and piping. 4. Cross section of tank and piping system. All surfaces of the tank must be visible for direct viewing including the secondary containment of tank and piping, and leak detect equipment. 5. Location of underground utility vaults and lines. 6. Site plan showing site address, nearest cross street and property lines. (scale and north arrow must be used) J. REQUIRED INSPECTION After plans have been reviewed, a field inspection shall be made to verify if the tank system submitted on the plans were completed on the job site. The actual plans that were stamped from our office must be on site for the inspector to sign and finalize the status of the tank in accordance to section 25283.5 of the California Health and Safety Code. K. DECLARATION I declare that to. the best of my kn0wledge ·and belief the statements and information are correct and true. I understand that the inf onnatlon in addition to that provided above may be needed in order to obtain final approval by the Hazardous Materials Management Division. I understand that tests and procedures that may be required by other departments and agencies to demonstrate adequate site safety or suitability for further development are in addition to the requirements of the Hazardous Materials Management Division. I will notify the Hazardous Materials Management Division at least two working days (48 hours) in advance to schedule the required inspection. I understand that site and worker safety are soely the responsibility of the property owner or his agent and that this responsibility is not shared or assumed by the County of San Diego. /_ /' ;J ,4 ;J SIGNATURE & TITLE 7~ flfi-6 PRINT NAME '1:>o'-"-<..-As <S;_ <;'tL..v~l~A 1El.EFHONE( (pl"t ) lf~,1 -'2-)G.5 D.ro:E _2 .... ,b .... G:"'-1/ .... 1._3=------------- DHS:HM-915 (5/91) VI-2 COUNTY OF SAN DIEGO DEPARTMENT OF HEALTH SERVICES PLAN CHECK# ET0014 EST# H29451 DATE: 7/8/93 HAZARDOUS MATERIALS MANAGEMENT DIVISION PLAN CHECK CORRECTIONS AND COMMENTS FOR UNDERGROUND STORAGE TANK FACILITY SITE NAME: ISIS PHARMACEUTICALS/DPR CONSTRUCTION SITE ADDRESS: 2282 FARADAY AVENUE, CARLSBAD, CA 92008 DESCRIPTION OF PROPOSED ACTION: INSTALLATION OF THREE VAULTED STORAGE TANKS. CONTACT ELLEN AT 338'-2214 TO SCHEDULE PRESSURE TEST INSPECTION. PLEASE BE ADVISED THAT A FINAL INSPECTION WILL NOT BE SCHEDULED UNTIL A BUSINESS PLAN IS SUBMITTED FOR REVIEW• / j /''§ l SUPPLY FIRE DEPT PERMIT. ,--· {!.fL,f!/rl [ >{ ~) -C!(J.,;Lf_. n! 're Jl{ffYl Uf-:-t- {} 1 11t}lf eefJ ]3aJl LP'\.., s.,.-.---lY I C/ 3 I ~J-/ 2-=;- ·_,1·'· ':,., ... . \ PLANS REVIEWED AND APPROVED SHOULD YOU HAVE ANY QUESTIONS, PLEASE CALL MARY PETERS AT (619) 338-2207 PLAN CHECK# ET0014 EST# H29451 DATE: 7/8/93 COUNTY OF SAN DIEGO DEPARTMENT OF HEALTH SERVICES HAZARDOUS MATERIALS MANAGEMENT DIVISION PLAN CHECK CORRECTIONS AND COMMENTS FOR UNDERGROUND STORAGE TANK FACILITY SITE NAME: ISIS PHARMACEUTICALS/DPR CONSTRUCTION SITE ADDRESS: 2282 FARADAY AVENUE, CARLSBAD, CA 92008 DESCRIPTION OF PROPOSED ACTION: INSTALLATION OF THREE VAULTED STORAGE TANKS. CONTACT ELLEN AT 338-2214 TO SCHEDULE PRESSURE.TEST INSPECTION. PLEASE BE ADVISED THAT A FINAL INSPECTION WILL NOT BE SCHEDULED UNTIL A BUSINESS PLAN IS SUBMITTED FOR REVIEW• , , , · } j ~. · l · n SUPPLY FIRE DEPT PERMIT. , -f!-U!) tl { \Jo -('I ()[,cf._. n, }t: )f(jt,/J L~~ /STALL 1 VAULTED UST COUNTY OF SAN DIEGO DEPARTMENT OF HEALTH SERVICES HEA.LTH PERMIT (619) 338-2222 :AMIT FOR: DPR CONSTRUCTION EST NO.: JHZ9'45llET.OD.L4 HS PERMIT EXPIRES ON: 07 /06/94 ENEWAL REQUIRED WITHIN 30 DAYS TO AVOID PENALTY FEES )GATED AT: 2282 FARADAY AVENUE (2,QJ( Cc,t, JstlflP U,n1v /1~94~~-~r2-7 £Tc,i:J/1L-, c/c-#-/700 CCHJNTY OF St-1N O IEGD ·····1•1,, ··~ ~ li, --!. ,-.l.' '·· 11·1..i {11 1 -1 \ .. •, 1 \,, i.J i ;· I J (J .. , ·1 u·': rl ·c:u1.:,01·7 1 nu·"?;//; i:.\ • .. •• ..-i .. •t Jh i,, . ~, J.i CARLSBAD, CA 92008 0 Is /4_j f"l,Jjf~·;f"·•f..,~>f.f,°',c·c~n --~;,---; WNER'S NAM~ IS PHARMACEUTICALS, INC. ~ ···"" 1'··-·"-·'', ., .... _1, ,,u; '" Li•LI ESTABLISHMENTS NAME ISIS PHARMACEUTICALS, INC. DEP/ PERMIT NOT VALID UNTIL PAYMENT RECEI v .... ..., .. ANYCHANGES IN THE ABOVE OWNER NAME OR MAILING ADDRESS MUSTBE REPORTED TO AVOID PENAL TY FEES PERMIT NOT VALID FOR ANY PERSON OR BUSINESS DIFFERENT FROM ABOVE +rHIS IS YOU~ PERMIT+ POST IN A CONSPicvous PLACE IN v911R BUSINESS+ ~LANS REVIEWED ANU A~~~ V~u SHOULD YOU HAVE ANY QUESTIONS, PLEASE CALL MARY PETERS AT (619) 338-2207 INDUSTRIAL WASTE DISCHARGE PERMIT APPLICATION _._,-. ·c:a::N6:. ·. ·_:_:,D::::::·,,::=i.:.\::::?-t;l/'05. ::Mc.~~ti~ < · ~~ss NAME (~LS :B-\Wl:-:iAc..aJtTcAL £e ADDRESS ·2:-zPi-z r~'i &i~ CA\2.l$BAD1 CA . '.')-2.C.022 . ~NTACT PERSON (at business)._.;;i.;tx:>0__;:;,,;:..~..;;..i.--S~(Uo::::..~~=-.;~----------- m46NE NUMBER ·0\':) ~ 4·3 \ -2..::¾,':) Type of Business (check all that apply) D Agricultural Government D Assembly Laboratory ~ Automotive Laundry . Chemical Handling Manufacturing Electronics Medical . D Food · · 0 Metal Work D Photo Lab D Retail D Service Station Dwarehouse D Other ------- , · ~Office £c'RIBE WASTE OTHER THAN DOMEST;C (Chemicals, Particulates, etc.).____.~=~-~U~E ______ _ ;e,EScRIBE BUSINESS ACTIVITY: :E:tbRHA.Cf:I 2~L l#,N~\l1tf- ~NERAL DESCRIPTION OF ONSITE WASTEWATER PROCESSING: (chemical & physical characteristics) 1¥:J b c 1 t~ b\<::;u:cJ@ALL-ztUfu(: SiSJEM - Is business presently in operation at site? D YES rx( NO · Has Wastewater Discharge Permit been applied fdrthrough the Encina Water Authority? D YES ~ NO . . Applicant's Name--J~ s:RO,,bJh\ . Title~~-Phone bl5-75S ·tzsl / ·p1ease-Pririt ~::~g~~IE::~~:t::=::~~~~...,__ __ ___,._ ~~re: Date _ ___..5'+/-4--'---+-{ .... 3"--3 ____ _ Date 1/1-~ /s.J D EXEMPT ~ NOTEXEMPT Date forwarded to Encina ~ Y~ P:\DOCS\NISFQR:MS\FRM00045 REY. 2/10/92 Hazardous Materials 71 -~ //~ _SAN DIEGO REGIONAL cf?;?8u ro~ (a.)t..~ · Jt<iA.17/-B-< 1 /4 t"7 'f'CCl I HAZARDOUS MATERIALS QUESTIONNAIRE Al PllU1III Clllll. DIIIIICT CO•ITY tf UM D111D Business Name Contact Person Telephone \~\ 'Ph 'Oov dvet~ b\'1 q ~ \ -en C:,(!:> Mailing Address City State Zip Plan File# 'Z. 'Z q 2. ~MA Ave. c."-t'\,lc4 c~ 2Cl4--9 ?,-~06" Site Address City State Zip Plan File# 42.-Z..il. FAf4-Ave CM ,:,.lo CA, '17..6\ 4 9'J-4DS° PART I: FIRE DEPARTMENT--HAZ RDOUS MATERIALS MANAGEMENT DIVISION: OCCUPANCY CLASSIFICATION Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1 2 ~ ~ 1:xplosive· or Blasting Agents 4. Flammable Solids ;ompressed Gases 5. Organic Peroxides =iammable or Combustible Liquids 6. Oxidizers 7. Pyrophorics 10. Cryogenics 8. Unstable Reactives 11. Highly Toxic or Toxic Materials 9. Water Reactives 12. Radioactives P/ '1T II: COUNTY OF SAN DIEGO HEALTH DEPARTMENT -HAZARDOUS MATERIALS MANAGEMENT DIVISION: CONTINGENCY PLAN REVIEW: ('ii) Corrosives (!;1 Other Health Hazards If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Management Division, 1 255 Imperial Avenue, 3rd Floor, San Diego, CA 92186-5261. Telephone (619) 338-2222 prior to the issuance of e building permit. OFFICE USE ONLY 0 RMPP Exempt FEES MAY BE REQUIRED Yes No . -Is your business listed on the reverse side of this form? D Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3. D c::J Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet or carcinogens/reproductive toxins in any quantity? 4. D -Will your business use an existing or install an underground storage tank? 5. D -Will your business store or handle Acutely Hazardous Materials? PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT I Date Initials D RMPP Required Date Initials D RMPP Completed Date Initials If the answer to any of the questions is yes, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 92123. Telephone (619) 694-3307 prior to the issuance of a building permit. · YES NO 1 . D -Will the intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the reverse side of this form? . · 2. D -(ANSWER ONLY IF QUESTION 1 IS YES.) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 1 2) as listed in the current Directory of School and Community College Districts, published by the San Diego County Office of Education and the current California Private School Directory, compiled in accordance with provisions of Education Code Section 33190? Name of Owner or Authorized Agent: ~eo!t ~te.v~r.o:::\. Signature of Owner or Authorized Agent: I declare under penalty of perjury that to the best of my knowledge and belief the responses made herei(I are true and correct. (' -ll "t b .. ~e,lkl ~ '1..~)q,,_ Date: _________ _ Do not write below this line FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ______________________________ _ BY: ___________________________________ Date:, ________________ _ EXEMPT FROM PERMIT REQUIREMENTS COUNTY-HMMD E,, · ronmeutal Health Ser1ice1 DJ ••i:HM-9171 (6/92) APCD APPROVED FOR OCCUPANCY COUNTY-HMMD APCD County of San Diego Dcpll1mcut of Health Ser1iccs l: ~; I I(:' '.• ·I ; '.l .0t t l. \ ': ! : .. ~#: i- i ' I :,tv,:-.l.oi;,r:1eu 1 L 7l9 .L'../.1'5'/9'.3 ,-,r ~\ ,j ' :.:i ',,: C'. u L ,,~l r ~ 1,~ y l.·; r. t.) ~.l r: : :·;e::..cr~t:t1,)!·:: A[;Li 9 ~.ii,;:)'.:', 1: :i ~--lt . , --~ '·1 G >·i P R oc: r< '1r , ~:~ ;,: ~-:: r-r :·:·; i-: , t' l-1.it>l~ .. l\ / :_·· UNIT + EXf·-!/1;J:<r' Ff\[,; .ti ~:,r ' . ' : ::: ~l ,. ' : / ·) r: t t.~ .:: 1::· ;~ :-. <1 N. SC''.:,ANA ?E:A,= H. 1\,}ju:.:: 1·n:r."n t::.:: Tota.::.. Fee<_:: t~ • ·' ' ' I ' i·,_, 4 t ,, FINAL APPROVAL I INSP. __ DATE __ 1 CLEA ANCE; ____ _ l CITY OF CARLSBAD I 2075 Las Palmas Dr., Carlsbad, CA 92()()1) (6tp) 438-1161 I : I DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE; 208 SAN DIEGO, CA 92123 (6 J 9) 560-1468 I I / 9 / C/3 Ji.i:USDICTI0N: Cf TY o F CARL~ BAI> PLAN CHECK NO: 9;3-4o1-RPv SET: PROJECT ADDRESS: __ ---=~::..;:~::;..,8.....,..~-----· t"i.,_Wli'=-"" ...... Ji"""~....,y'---_a....,A:..:.V...,f?;,._ PROJECT NAME: /~IS ptlARHAC-SLJJ1¢Al~ II The plans transmitted herewith have been dorrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will subst~ntially comply 0 with the jurisdic~ion's building codes when minor deficien- . cies identified ..,..__-_________ ,are resolved and checked by building department staff. D The plans transmitted herewith have signi~icant deficiencies identified on the enclosed check list andlshould be corrected and resubmitted for a complete recheck. · 0 The check list transmitted herewitb is fo~ your information. The plans are being held at Esgil Corp. u~til 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 c~ntact person. O-The applicant's ~opy of the check list ha$ been sent to: II Esgil staff did not advise the applicant contact person that plan check has been completed. OEsgil staff did advise applicant that the plan check has been completed. Person contacted: ___________ _ Date contacted: ________ Telephone I _______ _ 0 REMARKS: -------------------------- By:· ]l,A111Q ~Ao Enclosures:~~o~'µ.r;!J:1..L...~Qa.~""--~:.J. ESGIL C-ORPOiur.rION riy I? J.011t 0GA OcM OPc -. -·-----·--·-----~ --. -· --. ESGIL CORPORATION D.ZI.TE: JuR.ISDICTION: ?L.ZI.N CHECK NO: CITY 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 OF CA(2LSBA_D .s ET : .::.rr:. PR.oJ:scT AD DR Es s : _. __ _.·2=----2....,,8_2.. ___ '°h'--'?::Ja-.,...1::~:....,...~=0...,,y ______ A.....,1.1 ....... e PROJECT N.?..ME: / S, ( £ pJ-.1 ARM ArGuyfCALS, i7 APPLICANT : PLAN CHECKER QFILB COPY QUPS QDESIGNER 0 . The olans transmitted herewith have been corrected where nece;sary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdic~ion's building codes when minor deficien-cies identified _____________ are resolved and checked by building department staff. 0 . The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. mm_ The check list transmitted herewith is for your information. ~ The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 0 . The aoolicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. -ll»--T~·e applicant's copy of the check list has been sent to: · sf e Vrn s:an < • ~ c:off > N. lo I '5LB 9co1(- IJEsgil staff did not adyise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ___________ _ Date contacted: Telephone# ------------------o· REMARKS: ------------:---------=------- By:· DAVID YAO Enclosures: ________ _ ESGIL CORPORATION <1w: OGA DcM 0Pc .. . . ------··--··----~ .JURISDicr.ION:. __ t,..;...A_/<--=-t..S:::;.._,;<¼~;:;._;:o~---- 9 ::s .... fl'o S' · /(~e1 ff ~ •j tJ !?<£1115 €0 ;0~A~ .SHoc-<..l ~ A DAIE:._-'-/--=/-=-/_-_9-='3"------~ GLEK ADAMEK PUN Ci.ECKER: D D---~-- /Jµ ~ //~ ICP, 1/0,;,,J /?o c.l-, -I 7"".?t" ,4 .,. A..J,4 C, A ,I") /1 A tr«; <. el:'!::) H,1-z..4-r(IC/o e.i -, ;(::;J ~ ., IN I 1-1 ,4-7 ;'r'° # I ~'-/PdC;01'1P'f.,,, . ...O~o t.110,r A Ltrrr-u-"'- I /4/'!)_ 4 u ..,,-I'.-,,, C) u ~r-=. r-~a .J.../;4 -?AAl':)O~..S I , /<a~o ,t. 7" Li ~c:J /? tIC. <:: / ~ t-.A. 14.,} MA-1"a Pc 1 ,1-,-c... \ l!_p Ll-A 1c·er~"' . - I I ~-._,. --. ----~- .. . . ESGlL CORPORATION /0 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6 I 9) 560-14-68 / I 3 { q3 ' !APPLICANT JDRISDIC JURISDICTION: ?LAN CHSCK NO: CITY OF CARLSBAD · PLAN CHECKER 0FILE COPY QUPS QD:SSIGNER PROJ:scT ADDRES s : ___ ...;;;2;;...2-.;_.=8'---2:. __ """"t-a......,_Ya"""-'-'d""'"'ca...,,.)f ___ --=-A---ve __ PROJECT NAME: IS l S PHARMAC '15LJ TICU-S; ---..=-i-=-----+-, ---"'-----""~-""'""------------=-.c-.--"'-- D D D D The plans transmitted herewith have been·corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdic~ion's building codes when minor deficien- cies identified---------..,...,..---are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. UIID-The applicant's copy of the check list has been sent to: S]liVEN~oN; Seo TT · 9 ~o;>J- ffl Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ___________ _ Date contacted: _________ Telephone# _______ _ D REMARKS: --------------------------- By=· 'DAv10 ~o . ESGIL C0RP0RATON f O/l iJGA DcM OPc Enclosures: ----------- JURISDic:II01i: ___ C_A_rc_1..s_/.3 ___ -4_L:J ____ _ n.u:K:_-'-/~0=-----"-l-'-/_-...... 9_3.;____ ~GLllfADAKDC 9'3 -L(o:f' PUMUI.ECltER:0· - D--- A PAt> U/ Y'l/_f If all 1 ~ r.r-a EN0"24~ va-.s / c,.J ;::-c, ~-P/? t) /.Jo s (",Co kt..J/4 (2 4.,._,0 l.. I C /""f "I"/ .,...J C (1_ ~;::l-A_) ~ ,,.r c:; A /? 0 I/ I <:; /~ ,...., Ba<!..1---1'-1 J4,u0 L7~-/ /4K ;<-t."{' /-it..(~ 7 A~r C!,,.,...;,...... ~c__t.r/~,..,. c7 51~,oe~ A~J;::; _/ .,;,.--1,,t::) J'? /,,u T ,_,;-_, t>u ~o A_,4-,,.JS I! p,., CJ I/ 1,0 ~ /1e,,.oltF:S Or::' 1~~ ,,c),-4-?C~ µA ~ A,t ,<;oc.,e ~ _M,47cz;-e., ~t.. /,/ r£ rC'tJ·,t 7, /) .L>.n II u I ,c') U ~llVI-S (I,O s/-'t'd,' . .-.. ,75 ,.4-;z c-::::J.,na.J hf>t,) J,,-no m (; 4e..L. _<;µa--cr;, .s C>tC ../4"1 r I"'_ .1--1' .,µ;. A..) / C ~ c_ A,ut-:, A e,,.., r',/IU ; A~ c. M~s,-, ,aa-s/~u6e)., / - I I Jurisdiction ___ c_AA ____ ~_S_&4_D_ Dates (OU:s Prepared bys ])Av1D YAo VALUATION AND PLAN CHECK FEE o Bldg, Dept. O Esgil I PLAN CHECK NO. 9'3 -4oJ-Rpf.J. BUILDING ADDRESS __ 2='=--8~Z __ ~fu ......... r-a-A~o~·)~1 _ _,__A~v~f--------- APPLICANT/CONTACT Sc,,~ rt $f.:iv-en<~?1, PHONE NO. ?_f--f-_ I~& f BUILDING OCCUPANCY F-z I H -3 ftf-] DESIGNER PHONE ------x-N coNTRAcToR PHONE -----TYPE OF CONSTRUCTION BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER It -r ? I() ~ 5 C. l:v JC!_ .. Air Conditionin£ Commercial @ .. .. Residential .. ca Res. or Comm. Fire· S-crinklers @ I Total Value s2~0!d!L Plan Check F' ee $ $ J-z, £r ---''-------------------------~=---- COMMENTS._:--------------------------- SHEET_/_ OF / 12/87 :~-. City of Carlsbad -92258 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Thursday, October 21, 1993 Reviewed by: (2. t:J&-f!-J___; Contact Name Address City, State Scott Stevenson 1130 Camino Del Mar Ste I Del Mar CA 92014 Bldg. Dept. No. _9_3-_4_0_5 ___ _ Planning No. Job Name ISIS /2282 ----------------- Job Address _2_2_a2_F_a_ra_d_.ay _____________ _ Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comm·ents attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review · 1st.__· __ 2nd. __ _ 3rd. __ _ Other Agency ID CFO Job# , 92258 File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 B U I L D I N G P E R M I T PCR No: PCR94002 Project No: A9202666 Development No: 01/20/9.4 14: 14 Page 1 of 1 Suite: ... "' '~-i J"ob Address: 2282 FARADAY AV Permit Type: PLAN CHECK REVISION Parcel No: 212-061-33-00 Valuation: o Lot#: ·~· ·~ ••• ·.!~ -·.:.. Construction Type: NEW Occupancy Group: Reference#: CB930405 Status: Description: HAVE H3/H7 AS CLASS 1 DIV 2 • : PURGING REQ. WITH TYPE Z PANEL Appl/Ownr ISIS PHARMACEUTICALS 2292 FARADAY AVENUE CARLSBAD, CA 92008 *** Fees Required *** Fees: 10-9.00 \, ·, Adjustments: •. 00 Total Fees: 109,00 619 '· , / CITY OF CARLSBAD Applied: Apr/Issue: Entered By: 431-2369 ' ,'' 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 I -, : ' ISSUED 01/20/94 01/20/94 DC 0 DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 {619) 560-14-68 I I() \ 1 ( Ju!\ISDICTION: ~'C S D 0..C\ ?LAN CHECK NO: 93-40b SET: £e\J, PRoJ:scT ADDREss = 2.0 75 .Lo..s PoJ \'V\D..s U,, ?RoJ:scT NAME: \sl~ M'\.ox--mo._eeCL:bu.~.J ·H-3/l-t/ CGf\-\-,o( ThY\.e:\ The ol a~tt~s~e~ 1 h;,::~l~~ f ;x,s,,t~n ~omcted where D D 0 D nece;sary and substantiaily comply with t~e jurisdiction's building codes. A-lso see ,emo.rt(~ be.low The plans transmitted herewith will substantially comply with the jurisdic~ion's building codes when minor deficien- cies identified~-~------~---are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. O The applicant's copy of the check list has been sent to: O Esgil staff did not advis·e the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ 0PC Jurisdiction Cci( \ ..S txlc\ VALUATION AND PLAN CHECK FEE o Bldg. Dept. O Esgil PLAN CHECK NO. 93>-465 :Rev, BUILDING ADDRESS /J...075 ~ \tJ__ \ 'MO-..& Uf'. APPLICANT/CONTACT kAd«e:-\/2.h l\ PHONE NO. S97-0SSS BUILDING OCCUPANCY -------DESIGNER PHONE ------TYPE OF CONSTRUCTION ______ _ CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION ~ ~ :tt!E b¼lL MULTIPLIER ~Y\-h-0 ( -Rl"Y1~ l W,-1 1..1 Lx. 851. 6 ~1s I ,. .. Air Conditionin~ Commercial @ .. Residential (a Res. or Comm. Fire Snrinklers @ I Total Value I -8 bi~~~ 111 it Fee $ __________________ _,,$'--'8~]_\_S ___ _ QI J§ !o(Q._ $ '.oo... ~ Plan Check F ee__,$c.._ ____ U_' f_-F-P--=~c..i. _________ -'---'!'-=-'O=:..--___ _ COMMENTS:...:--------------------------- SHEET _._\_ OF \ 12/87 .. •:; a .f DECEMBER 30, 1993 ISIS PHARMACEUTICALS DOUG SIL VERA 2292 FARADAY A VENUE CARLSBAD, CA 92008 M=hiit#ihf·l•l4·khh,i4hi RE: CLASSIFICATION OF H-3 AND H-7 OCCUPANCIES The building inspector has determined that the electrical panelboard in the above space does not comply with the approved plans. The plans and the original technical report specifie.d that all electrical equipment in the rooms be suitable for Class 1, Division 1 locations. The board is listed as a NEMA 12 enclosure suitable for indoor use, dust,or dripping noncorrosive liquids. It is not suitable for either Class 1, Division 1 or Division 2 locations. I have reviewed the appeal authored by Eriksen-Rattafl Associates, Inc. and disagree with Mary's assessment of the classification of the space. The NEC Article 500-5 defines· Class 1, Division 1 locations rather broadly. The fine print notes focus the definition. Pump rooms for flammable liquids are included as Class 1, Division 1 locations. The room most resembles a Class 1, Division 1 location, and all electrical equipment therein must· be suitable for that location. The National Electric Code Handbook recommends reducing the classification of spaces by purging in accordance with NFPA 496-19.86(ANSI). I have included this article for your reference. Please have your mechanical engineer review the NFPA standard and· either demonstrate compliance with that standard or modify the ventilation system to comply with the standard. Revisions or the "classiffcation reduction should be reviewed by building department plan checkers to determine acceptance of the reduced classification . .. . · ... --~-:::::...:.----L. G:_ '-- PA TRI CK KELLEY ...... ~ PRINCIPAL BUILDING INSPECTOR 2075 Las Palmas Drive • Carlsbad, California 92009-1576 • ·(619) 438-1161 ) DATE: DECEMBER 29, 1993 TO: TIM PHILLIPS ) J FROM: PAT KELLEY /> / ---··' _j.-~- REGARDING: ISIS PHARMACEUTICAL, CLASSIFICATION OF THE H OCCUPANCY The approved plans for the tenant improvement at ISIS (CB93-405} require that all electrical work in the H-3 and H-7 occupancies comply with National Electrical Code, Class 1, Division 1 Locations. There is now a panelboard in the room not suitable for classified locations. The UL !!sting for the pane!board shows it as a NEM.A. 12 enclosure, suitable· for indoor use, dust,and dripping noncorrosive liquids. There is no indication that the wiring in the board is intrinsically safe precluding use of equipment suitable for classified locations. Article 500-5 NEC defines Class 1, Division 1 locations in broad language but the fine print notes focus the definition. Please read that fine print· note paying particular attention to the language regarding pump rooms for flammable liquids. The Class 1, Division 2 locations are those "in w~ich ... flammable liquids are handled, processed, or used, but in which the ... liquids will normally be confined in ... closed systems etc. The location in question appears to be a pump room for flammable liquids, most resembling a Class 1, Division 1 location. It is at the least a Class 1, Division 2 location. The panelboard in that location is not suitable for either location. The panel must be changed out or the classification of the room must be reduced. In the NEC Handbook Article 500-2 there is an explanation for reducing the classification of the room. Basically the room must be positively ventilated (pushing fresh air in) in accordance with NFPA 496-1986 (ANSI) reducing the classification from Class 1, Division 1 status to· nonclassified. The classification reduction is a change in the approved plans requiring a review by our plan check engineers for compliance with the ANSI standard. Please ensure it is handled· in that manner should the contractor choose that solution. C: FIRE MARSHALL ESGIL CORPORATION c/o CHUCK MENDENHALL POOR QUALITY ORIGINAL S classified. Pyrophoric materials ignite spontaneomly upon contact with_ the :·1ir. The use of electrical equipment ~uitahlc for a hanrclous (cla~sified) location will not prevent ignition of the material. Material handling method~ ~hould be designed to prevent contact between the pyrophoric material and the air. Each room, section, or area shall be considered individually in determining its classification. Exception: Except a1 modified in Artide1 500 through 504, all other applicable rule1 contained in lb" Code 1hall apply to electric equipment and wiring i111talled in hazardou1 ( daJJified} location1• ~ '/ IFPN No. 1 ): For definitions of ··approved"" and ··explosionproof' as used in these articles, see Article llll;? ""dust-ibmtion-proof· 1s defined in Section 502-1. · .. Imrinsically safe apparatus and wiring shall be permitted in any hazardous (classified) locati~·'{ for which it is approved, and the provisions of Articles 501 through 503 and 510 through 516 shall;; not be considered applicable to such installations except as required by Article 504. \:lf'"' ·' ~ -.,. ,, For the comtruction and performance requirements for intrinsically s~fe· equipment, see A!'/SI/UL 913-1988, Standard for Intrinsically Safe Apparatus and· As~ociated Apparatus for Use in Class I, II, ar,d III, Division l i¥zardous (Clas~ified) Locations. · ANSI/UL 913 applies not only to apparatus or parts of apparatus in a hazardous ( clas~ified) location, but also to any parts, such as power supplies and recorders,' located outside of a hazardou~ ( classified) location, where the intrinsic safety o( dcctrical circuits in a ha:rardous (classified) location may be influenced by the' de~ign and construction of ~uch parts. The detailed requirements apply only 10·· apparatus for u~e in, or associated with, a location made hazardous by the pre~ence of flammable gas ;>r vapor, combustible dust, or easily ignitible fibers O! flyings in air under normal atmospheric conditions. If an oxygen-enriched atmo~phere exists, eq1iipment approved as intrin~ically ~afc may not he intrinsical: .• ly safe. · : 'r~ In evaluating safety, all intcrconncctccl apparatu~ ;1nd circuits are required to be',. comiclered. even if located in a Division 2 ha:rartlous (classified) location or•': nonlurarclou~ location, or .protected hy other mean,. such as an cxplosionproof or ·~. purged enclo~ure. They arc required t~> he examined 10 en~urc that, under normal or fault condition~. they cannot provide a ~ource of ignition-capable energy to the app.iratu~ in the Divison I haurdou~ ( cla~sificd) location. Associated apparatuS and circuits are required to conform to the requirement~ of the location in which A: the apparatus and circuits are imtalled. -''\. . i\n intrinsically safe circuit is one in which any spark or thermal effect pro~~ced ,:·'- either normally or under ,pt>cified fault conditions is. under the test cond~uonJ.,,/ pre,cribed in ANSI/UL 913, incapable of causin)! ignition of a specified mixtu~e .,: of gas or vapor in air in ics most easily ignited concentration. Intrinsically sa_e circuits are required to he identified as intrin~ically safe. See Seccion 504-SO. ,;,. ,,. r \X'iring of intrinsically safe circuits shall be physicallv separated from wiring of all 0ther ~-- that are not intrinsically safe. Means shall be provided to prevent the passage of g~ vapors. The requirement that means be provided to prevent the passage of _gas_esn vapors will necessitate, in Class I locations. some :ype of sealing_or venulat~~es'' raceways and cables capable of transmicting gases or vapors, tf t~e_s~ ca 2 0 raceways provide communication between a Division 1 and a D1~1sto~ cati• nonhazardous location, or between a Division 2 and a nonhazardous 0 660 to pro\'ide chc ~an1<.. utg1u.: 01 ,.111.lJ 1or 1nt1111')JL,t1iJ Section 501·:(a) (4), for example . ~,1ll.. \.\ilUlh •'' JHU•h.l,._u ••• · t Installation of i~trinsically safe apparatus and wiring shall be in accordance with the .. ; ui'rernents of Arttcle 504. 1}• req · ": Article 504 is new in the 1990 NEC. See commentary with Article 504. (FPN No. 2): Through the exercise of ingenuity in the layout of electrical installations for hazardous 'fied) locations. it is fre9uencly possible co locate much of the e9uipmenc in less hazardous or in ssi rdous locations and thus to reduce the amount of special e9uipment re9uired. In some cases, hazards reduced or hazardous (classified) locations limited or eliminated by ade9uate posmve-pressure ion from a source of clean air in conjunction with effecuve safeguards against ventilation failure. For r information. see Purged and Pressurized Enclosures for Electrical Equipment in Hazardous Locations, 496-1986 (ANSI). '· NFPA 496 covers purged enclosures for electrical equipment in Class I 'azardous (classified) locations, and pressurized enclo~ures for electrical equip- nt in Class II hazardous (classified) locations. Class I Hazardous (Classified) Locations: The object of NF PA 496 for Class I zardous (classified) locations is to provide informatioi:i for the design of purged ·closures· to eliminate or reduce within the endo~ure a <:lass I hanrdous lassified) location classification, as defined in Article 500 of the Code. By use of rged enclosures,. equipment that is not otherwise acceptable for hazardou~ lassified) locations may he utili7ed in accordance with 'the Code. Purging is defined as the pr1>cess of supplying an enclo~ure with clean air'or an ·ert gas, at sufficient flow and positive pre~sure to reduce to an acceptably safe vet the concentration of any flammable g:1se, or vapon initially pre~ent, and to aintain this safe level hy positive pressure with or without continuous flow. 'ype X purging reduce~ the classification within an endmure from Division nonhazardous. . , 'ype Y purging reduces the c!a~~ification within an enclosure from Divi,ion Division 2. Type Z purging reduces the clas!>ification within an enclo,ure from Di\·ision 2 nonhazardous. ·.Class II Hazardous ( Clas~ificd) Location~: The object of N FP A ·19(, for Class II __ cations is to pr~vide information for the de~ign of pn:\Suri:red l'nclo,ure,. which !revent the entrance of dusts into an enclo~ure. By u,e of pre~~uri1ed endo~urcs, ;4uipment that is not othcrwi~e acceptable for h,nardou~ ( cla.~~ified) locations ay be utilized in accordance with the Code. Pre~~urintion, for the purposes of ,. FPA 496, may be defined as the process of mpplying an enclo~ure with clean air ran in_ert gas, with or without continuous flow, at ~ufficient pressure to prevent e entrance of combustible dus1. ~t should be noted that an atmosphere made ha1arqous hy combu~tihle dust t~e an enclosure cannot he reduced to a safe level b\· supplying a flow of clean Ill th . C e same manner as gases or rnpors. The enclosure mu~t be opened and the t, ~emoved. Visual inspection can determine if the dust has been removed. ;!11ve pressure will prevent entrance of a dust into a clean enclosure. . : ·.~ ~0• 3r. l~ is im_porcant that the authority having jurisdiction be familiar with such recorded industrial ~ wfe ~s with such standards of the National Fire Protection Association as mav be of use in the • 0 various areas with respect co hazard. · 0• :t For further information, see Flammable and Combustible Li9uids Code. NFPA 30-1987; nts, NFPA 32-1985; Manufacture of Ori:anic Coatini:s. NFPA 35-1987 (ANSI); Solvent ntsdrFPA ~-1988 (ANSI); Scorage and Hanclling of Li9uehed Petroleum Gases. NFPA 58-1986; an mg of L19uefied Petroleum Gases at l'tility Gas Plants. l\FPA 59-1984: and Class1fication of 661 Tsuchiy_ama, Kaino & Gibson Consulting Engineers Principals Victor M. Tsuchiyama, P.E. Kenneth K. Kaino, P.E. Paul D. Gibson, P.E. Donald E. Crotty, P.E. Todd T. Sorbo, P.E. January 12, 1994 Mr. Pat Kelly CITY OF CARLSBAD COMMUNITY DEVELOPMENT 2075 Las Palmas Drive Carlsbad, California 92009-1576 SUBJECT: Isis Pharmaceuticals Dear Pat: Associates Don M. Bernardini R. Joseph Ross, P.E. Michael E. Wall, P.E. We are forwarding a copy of a letter we wrote to Al Associates regarding the control panel in the H3/H7 room on the Isis Pharmaceutical project. Please review the letter at your earliest convenience. It outlines what we believe are the appropriate Codes regarding the room classification (i.e., Class 1, Division 1; Class 1, Division 2; or, unclassified). When you have had a chance to review this letter, please call Mike Wall or myself to discuss any problems or concerns you might have with our interpretation of the Code. Our goal is to correct any deficiencies in the present system to your satisfaction. Sincerely, TSUCHIYAMA, KAINO & GIBSON <Toetd '?n,tbr&-- Todd Sorbo, P.E. Principal Attachment CC: Mike Wall -Tsuchiyama, Kaino & Gibson 4370 La Jolla Village Drive, Suite 750 • San Diego, California 92122 • 619/597-0555 • FAX 619/597-0565 RCV BY:Xt:.r<UX 1t::.Lt:.CUr-'1c.r< 'r<'.'.J.1.e:.,, .1.-.cc.-:,½ •• ,.i.e..-.,,, ' ; ' JAN 12 , 94 10: 25 Tf<&GIBSON-619-597-05650 0 0 0 0 0 0 0 0 ° , "Tsuchiyama, Kaino & Gibson _ Consul tint Engineers Principals Victor M. T$1.1Chiyama. P,E. Kenneth K. Koino. P.E. Paul D. Gibson, P.E. Donold E, Crotty. P.1;. Tocid r. Sorbo, P.~. Jan U4ry 1 0, 1994 Mr. Scott Stevenson Al ASSOCIATES 321 North Highway 101 1 Suite C' Solana Beach, California 92075 SUBJECT: /SIS Pharmaceuticals D~e_ar_ Scott: _i1 _ _. .__, I \...-!.-''-,. Associo!e$ Don M. Bernardini R. Joseph Ross. P.E. Michael E, Wall, P.E. P.3/8 In order to comply with the City of Carlsbad Inspector's request, revision to the H3/H7 control will need to be implemented. These revisions will require the use of instrument air grade (control air) or inert gas to purge the control panel. We do not agree with the inspectors interpretation of the Code. We have complied with what our understanding of the Code is in every way. It is our position that the room should be rated at the most as Class I, Division 2 and could quite possibly be unclassified. · A Class l, Division 2 as defined by NFPA is: A location (1) ln which volatile flammabte liquids or flammable gases are handled, processed, or used, but ln which the liquids, vapors, or gases will normally be confined within dosed containers or dosed systems from which they can escape only in case ·of accidental rupture or breakdown of such containers or systems, or in case of abnormal. operation of equipme·nt; or (2) in which ignitible concentrations of gases or vapors are normally prevented by positive mechanical ventilation and which might become hazardous through failure or abnormal operation of the ventilating equipment; or (3) that is adjacent to Class I, Division 1 location and to which ignitible cqncentrations of gases or vapors might occasionally be communicated unless such communication is prevented by adequate positive pressure ventilation from a source of clean air and effective safeguards against ventilation failure are provided. Electrical conduits and their associated enclosures separated from process fluids by a single seal or barrier shal I be classed as a Division 2 location if the outside of the conduit and 4370 La Jolla Village Drive, Suite 750 • San Dic!gO, C.illiornia 92·122 ., 619/597-055.5 • FAX 619/.597-056:, RCV BY:XEROX TELECOPIER 7010; 1-12-94 11:12AM; " • , . JAt'l 12 '94 10: 26 TK&GIBS0N-619-597-D565o coo oo o o o 0 . · Tsfillchiyama, Kafouo &. Cifr»s@1rn Consu!tirtg Enginel;:!rs Al ASSOCIATES January 10, 1994 Page 2 619-597-0565"7 enclosures is a nonhazardous (classified) location. (See Article 500-4(b) of NFPA 70, National Electrical Code.) 6194380894ift 4 P.4/8 Furthermore, the Uniform Building Code defines use in a uniform closed system as follows: -----·· I • USE, CLOSED SYSTEM, is use of a solid ·or liquid hazardous material in a closed vessel or system that remains closed during normal operations where vapors emitted by the product are not liberated outside of the vesset or system and the product is not exposed to the atmosphere during normal operations; and all . uses of compressed gases. Examples of dosed systems for solids and liquids include product conveyed through a piping system into a dosed vessel, system or piece of equipment; and reaction process operations. The room in question has (1) a closed (piped) system and (2) is a mechanical, ventilated to exceed the Code requirements. In addition, the panel in qu·estlon ls only an annunciator panel provided to assist the users to maintain a safe-and efficient solvent deltvery system. All components within the panel are tow voltage (24 Volts)° Class l, Division 2 listed. The wiring is securely attached to the pane! and the panel is dust tight type (N EMA 12). All systems within the room are alarmed for leaks. The sump pumps for the waste system have explosion proof motors and (2) high level alarms to minimize any spillage in the unlikely event of an abnormal failure of the closed system. NFPA 497A further defines Class I, Division 2 location as it relates to process equipment. It states in Section 2-5.3: On a realistic basis, the possibility of a simultaneous failure of operating equipment and electrical equipment is very remote; this justifies the recognition and acceptance of the Division 2 · _concept. Section 2-6 of NFPA 497A also better defines non-classified locations. lt states ... ... it is not usually necessary to classify the following locations where combustible materials are processed, stored or handled: (a) Locations that are adequately ventilated, where combustible materials are contained within suitable, well- maintained, dosed piping systems. --0 -, ,_, ... _ .... , ; ----._.__ .i. -· ... • ,_.J --.. -•• ,_ _. C ·, ·JAt'l 12 , 94 10: 26 Tf<&GIBS0~-1-619-597-05650 0 0 0 0 0 0 0 o·0 ··· 1§°:Ilq:hiyama~ e<anrruo & GH:»son Consulting Engineers Al ASSOCIATES January 10, 1994 Page 3 P.5/8 The City Inspector indicates in his memo dated December 29, 1993 that pump rooms fur flammable liquid require Class 11 Division 1 rating.: The Code states uinadequately ventilated pump rooms." It is our contention that the system is a close pipe system and is adequately ventilated. In a subsequent telephone conversation with Mike Wal! from our office, the Inspector indicated that we did not have adequate ventilation. We disagree. Adequate ventilation is defined as: -· ... that which is sufficient to prevent accu·mulation of significant quantities of vapor~air mixtures in concentrations over 25 percent of the lower flammable limit. The Code references Appendix F for methods of calculating the ventilation rate required to achieve this level. However, the Code also states in NFPA 30, Section 5-3.3, that 11an acceptable alternati~e is to provide ventilation at a rate of not less than 1 cu. ft. per minute of solid floor area." The room in question has ~456 Sq. Ft. of area and we are providing 1000 CFM of ventilation. Therefore, we are more than double the required Code minimum. It should be noted that this was done to provide 1000/o of the required ventilation for heavier than air vapors, as well as for lighter than air vapors. In conclusion, we contend that the room should be considered as Class 11 Division 2 and could quite possibly be considered a non-classified location be upon NFPA 497A, Section 2-C.. In order to complete this project as soon as possible, we propose complying with the City. Inspector's requirement to ventilate the control panel per N FPA 496. Purging method "Z" is governing arrangement. This reduces the classification within the enclosure (control panel) from Division 2 to non-hazardous. We have attached a sketch of the purge requirements and a copy of the pertinent NFPA 496 Sections of the recommended purge method. RCV BY:Xt.t<U)( lt.Lt.(.;Ur'lt.k: 'Mil:::J; 1-1::::'.-'::14 11:1<./H1v1; ,.'JRN 12 '94 10:27 TK&GIBSON-619-597-0565000000000° ·, !§uchnyama, C{ai1rno & Gnbson · Consulting Engineers Al ASSOCIATES January 10, 1994 Page 4 P.6/8 It is always our intent to meet or exceed the Code. We contend our design complies with the Code. We hope this addition to the control panel purge wilt put this issue to rest. Sincerely, VO#!~& GIBSON Todd Sorbo, P.E. Principal -·· Enclosure CC: Doug Silveira -Isis Pharmaceuticals Patti Ferber M DPR Construction Walter Houle -Landis & Gyr Powers Mike Wall -Timchiyama, Kaino & Gibson > ~~JAN 12 , 94 10: 27~TK&GIBSON-619-597-0565o 00, 0 0 0 c, 0 0 ° ~ ~""""~""""'·--=~-= . .: .=_ ,,_=.= .. _=•0==-w"'"""™"""==p. 7 /8~~ I . .. ·J/4r! MIN, MAIN (CO~) --. Al~ SUPrt-'f . --· ,. .-'---' G~~ COf.JDUIT AT CAE>l~E?T NA6N~ HeLK. $A6'e DWYE:ft MODEL. 2oco .. o-AF, ~eMOve .. GHUT~OFF VALVE oN 11--lLET if' ouTL&T o~ 6As e I VE:1'-IT TO f-OOH Sketch No: Shoot at N 12 , 94 10: 28 TK&:GIBSON-619-597-05650 o o o o o o o o 0 , .. ·JA P,8/8 ·-,, . '• 496-6 PU.R.C,J;;I) AND Pa.ESsurui;ED ~NCLOSt.lRES FOR ELECT.R!CAI.. ,1;;QUIPM£.."1T 2-2.6 The purge supply shall be essentially free of dust odiquid that could plug small openings. It shall contain no more than trace amounts of flammable gas or vapor. 2-2.6 • .1"' Air of normal instrument quality shall be con· sidered.accet;;table for purging, as shall other suitable sup· plies, such as inerr gas. 2-2.6.2 A visual or audible alarm shall be provided to indicate failure of the purge gas supply system. Any part of the purge gas supply system that can be isolated fro.tn the rest of the system shall be equipped with an alarm. 2&2.6.j If compressed air is used, the compressor intake shall be located in a nonhazardous area. 2·2.6.4" If the compressor suction line passes through a hazardous area, it shall be constructed of noncombusti· ble material, designed to prevent leakage of hazardoys gases or vapors into the system, and protected against mechanical damage and corrosion. 2-2 .7 When double purging is used (e.g., a room purged to a Division 2 dassification and containing a device with open contacts protected by purging), the two purge systems shall be independent of each other ol," automatic shutdown of the devi~pon failure of one of the systems shall be provided. lQ~'{;J&acific Rc51uil'eJ?'.1Jnf$ f ?t l't~ .. ~ rur§~~ 2-3.P Equipment shall not be energized until at least four enclosure volumes of purge gas have passed through the enclosure whlle maintaining an intefllal pressure of at least 25 Pa. (0.1 in. water). Exceptian: Equipmmt may he en~4ized immediately if a pmsure ef at least 25 Pa (0.1 in.. water) ~uts and tm aimosphm within t/i~ rnciosurc is known to be nonhazardous. 2·.3.2* Under normal operating conditions; neither the temperature of the external surface of the enclosure nor that of the purge gas leaving the enclosure shall exceed 80 percent of the autoignition temperature (in degrees Celcius) of the flammable vapol." or gas involved as determined by the Method qf Test far Autagenous Ignition Tmipera.tures ef P:tro~ leu.m ProdU$ts, AS'TM D 2155, or the S~ndard Method fer Detcnm'ning the Autoignition Tmi,peratu.rc of Liquid Chemicals, ASTM E 659. Exceptio,1: Temperature limits may be exceeded if it i:an be sh¢wn by test that exMssfoely hr;t &ompoMnts will not ignite the vapor or g~· involved. · 2-S.3 Failure of an individual enclosure purge shall be detected by an alarm or an indicator. Safety interlocks need not be provided. 2~3,3.1 If an alarm is used: (a) The alarm 1;hall be vii.ual or audibli: anc! shall bt:: located so that it is readily seen or heard. · (b) The alar.rn actuator shall take its si$J?-al from the · enclosure and shall not be installed between the enclosure and the purge supply. ( c) Th~ alarm actuator may be mechanical, pneumatic, or electrical, . ( d) Electrical alarms and electrical alarm actuators shall be suitable for the location in whic_h they are installed. (e) Any restriction between the alarm. actuator an,;! the enclosure shall have passages no smaller than the smallest passage before the actuator to avoid plugging. (f) No valves shall be permitted between the alarm ac- tuator and the enclosure, - 2-.3.3 . .2 If an indicator is· used: · (a) The indicator shall be located for convenient viewin~. ~ (b) The indicator shall not be installed between the enclosure and the pul."ge supply. (c) The indicarnr may indicate either pressure or flow. (d) No valvtis shall be: permitted betw~en the indicator and the enclosure. (e) A. purge supply alarm located so that it is readily seen or heard shall be provided. 2-3.4 A warning nameplate shall be mounted on the en· closure in a prominent location so that it is visible before the enclosure can be openec;i. The nameplate shall contain the following, or an equivalent, statemel'l:t: Purll!l $y;tem Pnss1,1te Or· FIO'."IIAhHm ActU1!?¢t (See '.<·::?,6.2) C? Warnin!J Nameplatll' Pnmure Or Flow Alarm Actuator wS~: Narnei:il:iit11 Pre$$1,1re Or Flow lndle.a10r (See :z.J.:i.2l Purg11 SuppJy-·::..::==:..::==:::::::====:.::=:::;::= c:J ' W,uning n;m1plote P~tae Sy,ten'I Pl85'Urtt0r F1owA1a1m Actu~tQr T Warning nam,pl11e T w~,,,...,g N~mephstc Pram11e Or Flow Alarm Actuat_or Prem.tr~ Or Fl,;,w A101m Pvrga -::==:=J Aetu:,tor Or lntjicator $11pply-- Figure 2•S • .3 Typiciil fostallation {or Type, Y .i..nd Z Purgidg, RCV , .. ... ,, l r BY:XEROX TELECOPIER 7010; 1-12-94 11:16AM; 619-597-0565--:< -.:J'AN 12 '94 10:29 TK&GIBSON-619-597-0565000000000° 6194380894;*=1 9 P.9/8 PUMW. INSTRUMENT ANO OTHER SM,ALL C:NCLOSUi,tES lN CL.A,$$ i LOCATlONS 496-7 "Enclosure shall not be opened unless the area fa known to be nonhazardous or unless all devices within have bee:n deenergized. Power shall not be restored after enclosure has been opened until enclosure has been purged for~ minutes.'' 2-3.4.1 The manufacturer shall .recornmend purge condi· tions and flow :rate necessary to pass at least four enclosure volumes of purge gas in the time period .specified on the label. 2-S.5 The maximum surface temperature of any compo- nent within the enclosure shall not exceed 80 percent of the autoignidon temperature (in degrees Celsius) of the flammable vapor or gas invol~d, as determin~d by the pro· cedures referenced in 2-3.2. ExGeptian: Temperaturt limits m(JJ b~ :xm:ded if it can he shown by test that the excessively hot tompon411t will not ignite tlu: '1,!(!..ptlr or .gas inuolt.Jed. 2-S ,5 .1 If a component has not been tested and its sur- face te:mpe.rature exceeds the limit stated in 2·3.5, then: Ja}._The warning nameplate shall contain a statement that such conditions e,cist and that the enclosure shall be deenergized for_ minutes (time period specified to be sufficient to permit the component to cool to a safe tem- perature) before the enclosure is opened unless the area is demonstrated to be nonhazardous at the time; or (b) The component shall be separately housed so that the surface temperature of the housing is below th'e stated temperature limit. This housing shall be purged or sealed and shall be provided with a warning nameplate stating that its cover shall not be removed for _ minutes after deenergi:i:ing unless the area is demonstrated to be non· hazardous at the time. (Time period specified to be suf· ficient to permit the component to cool to a safe temperature.) 2 ... 4.. Specific Requirements for _Type Y Purging. .2-4.1 All requirements in 2~3.l through 2-:3.5 shall be complied with. 2~4.2 Equipment and devices within the enclosure shall conform to the requirements for Division 2 locations as 'follows: 2•4,2.1 * Make-and-break or sliding contacts shall be either immersed in oil, encloliltd within a chamber henn.eti- cally sealed against entrance of gases ot vapors, or in cir- cuits that, under normal ~onditions~ do not release suffi- cic:nt energy to ignite the specific hazardous atmosphere involved. 2~4,2,2* The maximum surface temperature of any com- ponent within the enclosure shall not exceed 80 percent of the autoignition temP.erature (in degree~ Celslu$) of the flammable vapor or gas mvolved, :,w determined by the pro- cedure,s referenced in 2-3.2. Exc~pti'on No . ."1: Temperature limits may be e~ce&ded if it ,an be shown by test that the excmit1f:/y hot compcn~t wlll nut ignite the vapor or gas itt.1Jcl,;cd. E:«ej)tio11 No. 2: Temptratv.re lt'mits may be exmded if the exces- sil)e[y hot component is cntlos,:d in a ,b.amber h~rmetically sealed 0£!ainst entrance of gasu or vap(Jt$. .2·4,2.S When line voltage wiring enters the enclosure, precautions shall be taken to ensure that a fault (e.g., a short circuit) between the line voltage wiring and the en- closure cannot burn through the enclosure or otherwise raise· the external surface temperature of tht: enclosure to greater than 80 percent of the autoignition te,mperature (in degrees Celsius) of the gas or vap<:ir involved. Such precau- tions may include overcurrent protection fox-such witing in conjunction with enclosure thickm:ss and malerial. (St& Appendix B.) 2-4.S If the requirements of 2-4.2 are met, it shall be ac· ceptabl~ to locate the equipment in a Division 2 location in a general purpo.se .enclosure wiihout purging. 2-5 • Sp~c$c Requirements for Type X ·Purging. 2-5.1 A timing device shall be used to prevent energiz~ ing of electrical equipment within the enclosure until at lea:st four volumes of purge gas (ten volumes for motors) have passed through the enclosure while maintaining an internal pressure of at least 25 Pa. (O. l in. water). 2·.5.1.1 The timing device shali'be suitable for the loca• tion in which it is installed. 2-5.1.2 The purge conditions and flow ra.ze necessary to pass four enclosure volumes in the .stated time shall ·be determined. 2·S.2 The enclosure shall be maintained under a positive pressure of not less than 25 Pa (0.1 in. water) when the equipment is energized. 2-S.3 A cutoff switch shall be incorporawd to remove power aut?matically from aJl circuits within the enclosure not suitable for Division 1 upon failure of the purge system. (See 2-5. 6.) 2.5,4• If the enclosure can be readily opened without the use of a key or tools, an interlock shall be provided to im- mediately deenergize all circuits within the enclosure that are not suitable for Division 1 locations when the enclosure is opened. .2-5,4.l The jmerlock, even though located within the r;n· closure, shall be suitable for Class l, Division 1 locations. 2-5 . .5" The maximum i.urface temperature of any com- ponent withip the enclosure shall not e~ceed 80 percent ofthe autoignition temperature (in degrees Celsius) of the flammable vapor or gas mvolved, as determined by the pro· cedun:s referenced in 2-3.2. Exception No. 1: Tmiperature limits may be exceeded if it can be shQWtt by test that the e~mivety /uJt compommt will not ig11ite the vapor Q1 gas involved, Exception No. 2: Temperatli.t~ limi4 may be i:xt,mkd if tht e.-<tel• sively hot tamponent is e,ulcsed in a chamber hermttically s~a(ed against entrance cf gases or vapors, 2-5.5,1 Equipment such as mm:ors, transformers, and other equipment that may be overloaded shall be provided with appropriate devices to detect any increa$e in temper- ature beyond design limits of the equipment and to amo• matkally deeriergize the equipment, upon detection of such increai;e. 1989 ea11kln